Document:

Engineer, Procure and Construct (EPC) LNG Tank Contract

 Exhibit 10.8 
 Execution Version 
 SABINE PASS LNG PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT 
 Tank Contract Form of Agreement 
  

							
	 Tank
 Contractor:
	  	Diamond LNG LLC	  	Purchaser:	  	Sabine Pass LNG, L.P.
				
		  		  	Address:	  	717 Texas Avenue
	Address:	  	 1221 McKinney
 One Houston Center, Suite 3330

Houston, Texas 77010
	  		  	 Suite 3100
 Houston, TX 77002

				
	Contact:	  	Mr. Sam Saita	  	Contact:	  	Ed Lehotsky
				
	Telephone:	  	713-652-9250	  	Telephone:	  	713-265-0206
				
	Facsimile:	  	713-652-9346	  	Facsimile:	  	713-659-5459
	and:	  	Zachry Construction Corporation	  		  	
				
	Address:	  	 527 Logwood
 San Antonio, Texas 78221
	  		  	
				
	Contact:	  	Mike Mosley	  		  	
				
	Telephone:	  	210-475-8411	  		  	
				
	Facsimile:	  	210-475-8129	  		  	

 This “Tank Contract” is dated effective as of the
             day of July, 2006 (the “Effective Date”), between Sabine Pass LNG, L.P. (“PURCHASER”) and Zachry Construction Corporation, a Delaware corporation
(“Zachry”), and Diamond LNG LLC, a Delaware limited liability company (“Diamond”) (Zachry and Diamond, collectively “TANK CONTRACTOR,” and together with PURCHASER, each a “Party,” and together the
“Parties”) who hereby agree that all Work specified below shall be performed by TANK CONTRACTOR in accordance with all the provisions of this Tank Contract, consisting of the following “Tank Contract Documents”: 
 This Tank Contract Form of Agreement 
 Exhibit
“A” – General Conditions 
 Exhibit “B” – Special Conditions 
 Exhibit “C” – Quantities, Pricing and Data 
 Exhibit “D” – Scope of Work 
 Exhibit “E” – Data Sheets and Drawings

 Exhibit “F” – Updated Bechtel Technical Specification List as of June 23, 2006 

Exhibit “G” – RFI (Request For Information) List as of June 23, 2006 
 Exhibit “H” – Technical Clarification Sheets 
 Exhibit “I” – Diamond/MSI Deliverables and Approval Status as of June 23, 2006 
 Exhibit
“J” – Updated Drawings and Tank Data Sheet as of June 23, 2006 
 Exhibit “K” – Design Basis 
 Exhibit “L” – Scope of Management Contractor’s Authority as Authorized Representative 
 In Exhibits H and K references to SUBCONTRACTOR shall be to TANK CONTRACTOR; references to CONTRACTOR shall be to PURCHASER; and references to OWNER
shall be to PURCHASER. 
  

	1.	WORK TO BE PERFORMED: Except as specified elsewhere in the Tank Contract, TANK CONTRACTOR shall furnish all plant; labor; materials; tools; supplies; equipment;
transportation; supervision; technical; professional and other services; and shall perform all operations necessary and required to satisfactorily: 

 Engineer, Procure and Construct the Phase 2 Tanks, in accordance with the Tank Contract Documents. 
  

	2.	SCHEDULE: The Work shall be performed in accordance with the dates set forth in Special Condition 8, SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK.

  

	3.	COMPENSATION: As full consideration for the satisfactory performance by TANK CONTRACTOR of this Tank Contract, PURCHASER shall pay to TANK CONTRACTOR the Tank Contract Price
in accordance with the amounts set forth in Exhibit “C” and the payment provisions of this Tank Contract. 

  

	4.	JOINT AND SEVERAL OBLIGATIONS: Zachry and Diamond each shall be jointly and severally obligated and liable to PURCHASER to fulfill fully and timely all of TANK
CONTRACTOR’s agreements, liabilities, obligations and responsibilities under the Tank Contract. Without limiting the foregoing, (a) in the event Zachry becomes a debtor in a bankruptcy case commenced under Chapter 7 or Chapter 11 of the United
States Bankruptcy Code or under any other insolvency, liquidation, or debt relief statute, then Diamond shall continue to be obligated and liable to PURCHASER to fulfill fully and timely all of TANK CONTRACTOR’s agreements, liabilities,
obligations and responsibilities under the Tank Contract (including performing in accordance with the Milestone Time Schedule and Tank Contract Schedule) and (b) in the event Diamond becomes a debtor in a bankruptcy case commenced under Chapter 7 or
Chapter 11 of the United States Bankruptcy Code or under any other insolvency, liquidation, or debt relief statute, then Zachry shall continue to be obligated and liable to PURCHASER to fulfill fully and timely all of TANK CONTRACTOR’s
agreements, liabilities, obligations and responsibilities under the Tank Contract (including performing in accordance with the Milestone Time Schedule and Tank Contract Schedule); in each case regardless of (x) any delays that may result from or be
attributed to such bankruptcy case, (b) whether the 

  

 Page 2 of 3 

 Tank Contract is assumed or rejected as an executory contract by the debtor or trustee, as the case may
be, in such bankruptcy case, or (c) the timing or effective date of any such assumption or rejection. 
  

	5.	PARENT GUARANTEES. On or before the execution of this Tank Contract, Mitsubishi Heavy Industries Ltd., a Japanese corporation, will execute the guarantee agreement with
respect to the obligations of Diamond under the Tank Contract in the form attached as Exhibit “B” Appendix B-5. Mitsubishi Heavy Industries Ltd. shall be referred to as “Guarantor.” 

 This Tank Contract embodies the entire agreement between PURCHASER and TANK CONTRACTOR with respect to the subject matter herein and supersedes all other writings. The
Parties shall not be bound by or be liable for any statement, representation, promise, inducement or understanding not set forth herein. 
  

							
	PURCHASER:	  	TANK CONTRACTOR:
		
	Sabine Pass LNG, L.P.	  	Diamond LNG LLC
				
	 Authorized
 Signature:
	 	 /s/ Stanley C. Horton
	  	 Authorized
 Signature:
	 	 /s/ Sam Saita

	Print Name:	 	Stanley C. Horton	  	Print Name:	 	Sam Saita
	Print Title:	 	Chief Executive Officer	  	Print Title:	 	Vice President
			
		 		  	Zachry Construction Corporation
				
		 		  	 Authorized
 Signature:
	 	 /s/ Stephen H. Edman

		 		  	Print Name:	 	Stephen H. Dedman
		 		  	Print Title:	 	Vice President

  

 Page 3 of 3 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 EXHIBIT “A”

 ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT 
 GENERAL CONDITIONS 
 TABLE OF CONTENTS 
  

					
	 GC
	  	 Title
	  	Page
	 GC-1
	  	 INDEPENDENT CONTRACTOR
	  	3
	 GC-2
	  	 AUTHORIZED REPRESENTATIVES
	  	3
	 GC-3
	  	 NOTICES
	  	3
	 GC-4
	  	 TANK CONTRACT INTERPRETATION
	  	4
	 GC-5
	  	 ORDER OF PRECEDENCE
	  	4
	 GC-6
	  	 STANDARDS AND CODES
	  	5
	 GC-7
	  	 LAWS AND REGULATIONS
	  	5
	 GC-8
	  	 PERMITS
	  	5
	 GC-9
	  	 TAXES
	  	6
	 GC-10
	  	 LABOR, PERSONNEL AND WORK RULES
	  	6
	 GC-11
	  	 COMMERCIAL ACTIVITIES
	  	8
	 GC-12
	  	 PUBLICITY AND ADVERTISING
	  	8
	 GC-13
	  	 SAFETY AND HEALTH
	  	8
	 GC-14
	  	 ENVIRONMENTAL REQUIREMENTS
	  	10
	 GC-15
	  	 SITE CONDITIONS AND NATURAL RESOURCES
	  	13
	 GC-16
	  	 DIFFERING SITE CONDITIONS
	  	13
	 GC-17
	  	 TITLE TO MATERIALS FOUND
	  	14
	 GC-18
	  	 SURVEY CONTROL POINTS AND LAYOUTS
	  	14
	 GC-19
	  	 TANK CONTRACTOR’S WORK AREA
	  	14
	 GC-20
	  	 CLEANING UP
	  	15
	 GC-21
	  	 COOPERATION WITH OTHERS AND NO interference with PHASE 1 facility
	  	15
	 GC-22
	  	 RESPONSIBILITY FOR WORK, SECURITY AND PROPERTY
	  	16
	 GC-23
	  	 TANK CONTRACTOR’S PLANT, EQUIPMENT AND FACILITIES
	  	18
	 GC-24
	  	 ILLUMINATION
	  	18
	 GC-25
	  	 USE OF COMPLETED PORTIONS OF WORK
	  	18
	 GC-26
	  	 USE OF purchaser’s CONSTRUCTION EQUIPMENT OR FACILITIES
	  	19
	 GC-27
	  	 FIRST AID FACILITIES
	  	20
	 GC-28
	  	 INSPECTION, QUALITY SURVEILLANCE, REJECTION OF MATERIALS AND WORKMANSHIP
	  	20
	 GC-29
	  	 TESTING
	  	21
	 GC-30
	  	 EXPEDITING
	  	21
	 GC-31
	  	 FORCE MAJEURE
	  	21

					
	 GC-32
	  	 CHANGES
	  	23
	 GC-33
	  	 DISPUTES
	  	27
	 GC-34
	  	 TITLE AND RISK OF LOSS
	  	27
	 GC-35
	  	 QUALITY ASSURANCE PROGRAM
	  	30
	 GC-36
	  	 RECORDS AND AUDIT
	  	30
	 GC-37
	  	 WARRANTY / DEFECT CORRECTION PERIOD
	  	32
	 GC-38
	  	 BACKCHARGES
	  	36
	 GC-39
	  	 INDEMNITY
	  	36
	 GC-40
	  	 PATENT AND INTELLECTUAL PROPERTY INDEMNITY
	  	42
	 GC-41
	  	 RIGHT TO WORK PRODUCT
	  	43
	 GC-42
	  	 ASSIGNMENTS AND SUBCONTRACTS
	  	45
	 GC-43
	  	 NONDISCLOSURE
	  	47
	 GC-44
	  	 SUSPENSION
	  	48
	 GC-45
	  	 TERMINATION FOR DEFAULT
	  	49
	 GC-46
	  	 OPTIONAL TERMINATION
	  	52
	 GC-47
	  	 ACCEPTANCE AND COMPLETION
	  	53
	 GC-48
	  	 COOPERATION WITH LENDER
	  	55
	 GC-49
	  	 ENGINEERING AND DESIGN RESPONSIBILITIES OF TANK CONTRACTOR
	  	56
	 GC-50
	  	 NON-WAIVER
	  	56
	 GC-51
	  	 SEVERABILITY
	  	56
	 GC-52
	  	 SURVIVAL
	  	56
	 GC-53
	  	 EQUAL EMPLOYMENT OPPORTUNITY
	  	56

  

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 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 EXHIBIT “A” 
 ENGINEER, PROCURE AND CONSTRUCT LNG TANK CONTRACT
GENERAL CONDITIONS 
 GC-1 INDEPENDENT CONTRACTOR 
  

	1.1	TANK CONTRACTOR represents that it is fully experienced, properly qualified, registered, licensed, equipped, organized, and financed to perform the Work under this Tank Contract.
TANK CONTRACTOR shall act as an independent contractor and not as the agent of PURCHASER in performing this Tank Contract, maintaining complete control over its employees and all of its associates, Subcontractors and Subsubcontractors. Nothing
contained in this Tank Contract or any Subcontract or Subsubcontract awarded by TANK CONTRACTOR shall create any contractual relationship between any Subcontractor or Subsubcontractor and PURCHASER. TANK CONTRACTOR shall perform the Work using Good
Engineering and Construction Practices and subject to compliance with the Tank Contract. 

 GC-2 AUTHORIZED REPRESENTATIVES 

 

	2.1	Before starting any Work, TANK CONTRACTOR shall designate in writing an authorized representative acceptable to PURCHASER to represent and act for TANK CONTRACTOR and shall specify
any and all limitations of such representative’s authority. PURCHASER agrees that TANK CONTRACTOR’s Key Personnel are acceptable to PURCHASER. Such representative shall be present or be represented at the Phase 2 Tank Site at all times
when Work is in progress and shall be empowered to receive communications in accordance with this Tank Contract on behalf of TANK CONTRACTOR. During periods when the Work is suspended, arrangements shall be made for an authorized representative
acceptable to PURCHASER for any emergency work that may be required. All communications given to the authorized representative by PURCHASER in accordance with this Tank Contract shall be binding upon TANK CONTRACTOR. PURCHASER shall designate in
writing one or more representatives to represent and act for PURCHASER and to receive communications from TANK CONTRACTOR. Notification of changes of authorized representatives for either PURCHASER or TANK CONTRACTOR shall be provided in advance, in
writing, to the other Party. 

 GC-3 NOTICES 
  

	3.1	Any notices required hereunder shall be in writing and may be served either personally on the authorized representative of the receiving Party at the Phase 2 Tank Site, by
facsimile, by courier or express delivery, or by certified mail to the facsimile number or address of that Party or at such facsimile number or address as may have been directed by written notice. 

  

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 GC-4 TANK CONTRACT INTERPRETATION 
  

	4.1	All questions concerning interpretation or clarification of this Tank Contract or applicable standards and codes, including the discovery of conflicts, discrepancies, errors or
omissions, or the acceptable performance thereof by TANK CONTRACTOR, shall be immediately submitted in writing to PURCHASER for resolution. At all times TANK CONTRACTOR shall proceed with the Work in accordance with the determinations, instructions,
and clarifications of PURCHASER. TANK CONTRACTOR shall be solely responsible for requesting instructions or interpretations and shall be solely liable for any costs and expenses arising from its failure to do so. 

 GC-5 ORDER OF PRECEDENCE 
  

	5.1	All Tank Contract Documents and subsequently issued Change Orders and amendments are essential parts of this Tank Contract and a requirement occurring in one is binding as though
occurring in all. In resolving conflicts, discrepancies, or errors the following order of precedence shall be used: 

  

	 	(1)	Tank Contract Form of Agreement 

  

	 	(2)	Exhibit “B” – Special Conditions 

  

	 	(3)	Exhibit “A” – General Conditions 

  

	 	(4)	Exhibit “C” – Quantities, Pricing and Data 

  

	 	(5)	Exhibit “L” – Scope of Management Contractor’s Authority as Authorized Representative 

  

	 	(6)	Exhibit “H” – Technical Clarification Sheets 

  

	 	(7)	Exhibit “G” – RFI (Request for Information) List as of June 23, 2006 

  

	 	(8)	Exhibit “J” – Updated Drawings and Tank Data Sheet as of June 23, 2006 

  

	 	(9)	Exhibit “I” – Diamond/MSI Deliverables and Approval Status as of June 23, 2006 

  

	 	(10)	Exhibit “F” – Updated Bechtel Technical Specification List as of June 23, 2006 

  

	 	(11)	Exhibit “D” – Scope of Work 

  

	 	(12)	Exhibit “E” – Data Sheets and Drawings 

  

	 	(13)	Exhibit “K” – Design Basis 

  

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 GC-6 STANDARDS AND CODES 
  

	6.1	Wherever references are made in this Tank Contract to standards or codes in accordance with which the Work under this Tank Contract is to be performed, the edition or revision of
the standards or codes current on the Effective Date of this Tank Contract shall apply unless otherwise expressly stated. In case of conflict between any referenced standards and codes and any Tank Contract Documents, General Condition 4, titled
TANK CONTRACT INTERPRETATION shall apply. 

  

	6.2	TANK CONTRACTOR shall, in preparation of its detail design, select the more stringent of applicable local, national and international standards or codes of practice, when not
otherwise specified in the Tank Contract Documents or writing by PURCHASER. 

 GC-7 LAWS AND REGULATIONS 
  

	7.1	All Applicable Laws in effect at the time the Work under this Tank Contract is performed shall apply to TANK CONTRACTOR and its employees and representatives.

  

	7.2	If TANK CONTRACTOR discovers any discrepancy or inconsistency between this Tank Contract and any Applicable Law, TANK CONTRACTOR shall immediately notify PURCHASER in writing.

  

	7.3	If during the term of this Tank Contract there is any Change in Law (but excluding changes to Tax laws where such Taxes are based upon TANK CONTRACTOR’s inventory, income,
profits/losses or cost of finance) which become effective after the Effective Date and which affect the cost or time of performance of this Tank Contract, TANK CONTRACTOR shall immediately notify PURCHASER and submit detailed documentation of such
effect in terms of both time and cost of performing the Tank Contract. If the Work is affected by such changes and PURCHASER concurs with their effect, an equitable adjustment will be made pursuant to General Condition 32, titled CHANGES.

 GC-8 PERMITS 
  

	8.1	PURCHASER shall provide the Permits as set forth and limited to those Permits identified in Special Condition 6, titled PURCHASER PERMITS. 

  

	8.2	TANK CONTRACTOR shall procure and pay for all TANK CONTRACTOR Permits, and shall furnish any documentation, bonds, security or deposits required to permit performance of the Work.
An allowance of Two Thousand U.S. Dollars (US $2,000) is included in the Tank Contract Price, and if the actual cost of TANK CONTRACTOR Permits not listed in Exhibit “B” Appendix B-16 is greater or lesser than such amount, a Change Order
shall be issued increasing or decreasing, as applicable, the Tank Contract Price. 

  

	8.3	TANK CONTRACTOR shall provide PURCHASER with copies of such TANK CONTRACTOR Permits as soon as reasonably practicable after they are obtained. TANK CONTRACTOR shall provide

  

 Page 5 of 57 

 information, assistance and documentation to PURCHASER as reasonably requested in connection with the
PURCHASER Permits; provided that such information, assistance and documentation shall not include TANK CONTRACTOR’s provision of information, testimony, documents or data by TANK CONTRACTOR employees under oath (unless specifically authorized
by TANK CONTRACTOR) and activities outside the field of TANK CONTRACTOR’s expertise, training or experience of personnel assigned to the performance of the Work under this Tank Contract (except to the extent provided for by Change Order issued
pursuant to General Condition 32, titled CHANGES). PURCHASER agrees to cooperate as reasonably requested by TANK CONTRACTOR in the obtaining of TANK CONTRACTOR Permits. 
 GC-9 TAXES 
  

	9.1	Subject to the Louisiana Sales and Use Tax Allowance in SC-43.5, the Tank Contract Price includes all Taxes and TANK CONTRACTOR shall pay all Taxes, levies, duties and assessments
of every nature due in connection with the Work under this Tank Contract and shall make any and all payroll deductions and withholdings required by Applicable Law, and hereby indemnifies and holds harmless PURCHASER Group from any liability on
account of any and all such Taxes, levies, duties, assessments and deductions. 

 GC-10 LABOR, PERSONNEL AND WORK RULES 
  

	10.1	Design Activities 

  

	 	(1)	PURCHASER’S written approval of all TANK CONTRACTOR personnel assigned to perform the Work shall be a condition precedent to payment of their costs. TANK CONTRACTOR shall
submit resumes for each individual setting forth educational and professional qualifications, experience, tasks to be performed, position, and compensation. TANK CONTRACTOR shall verify all academic degrees and professional credentials and certifies
the accuracy of any TANK CONTRACTOR submitted qualifications. PURCHASER agrees that all TANK CONTRACTOR personnel pre-approved by PURCHASER and identified as Key Personnel herein shall be acceptable to PURCHASER. 

  

	 	(2)	PURCHASER shall review and approve or reject assignments for cause within ten (10) Days. Approval of assignments shall not relieve TANK CONTRACTOR of the full responsibilities
of employer and shall create no direct relationship between the individual and PURCHASER. 

  

	 	(3)	TANK CONTRACTOR shall assign only competent and qualified personnel and shall at all times be solely responsible for their work quality. PURCHASER may request the removal of
individual employees for cause at any time and TANK CONTRACTOR agrees to comply and to promptly provide acceptable replacement personnel. 

  

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	10.2	Procurement and Construction Activities 

  

	 	(1)	TANK CONTRACTOR shall employ only competent and skilled personnel to perform the Work and shall remove from the Site any TANK CONTRACTOR personnel determined to be unfit or to be
acting in violation of any provision of this Tank Contract. TANK CONTRACTOR is responsible for maintaining labor relations in such manner that there is harmony among workers and shall comply with and enforce Phase 1 and Phase 2 Project and Phase 2
Tank Site procedures, regulations, work rules and work hours established by PURCHASER. Such procedures will be furnished in writing to TANK CONTRACTOR. If, after the Effective Date, PURCHASER changes or modifies such procedures and such changes
cause a change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 

  

	 	(2)	PURCHASER may deny access for reasonable cause to the Phase 2 Tank Site to any individual by written notice to TANK CONTRACTOR. In the event an employee is excluded from the Phase 2
Tank Site, TANK CONTRACTOR shall promptly replace such individual with another who is fully competent and skilled to perform the Work. 

  

	 	(3)	TANK CONTRACTOR is responsible for maintaining labor relations in such manner that, so far as reasonably practicable, there is harmony among workers. TANK CONTRACTOR and its
Subcontractors and Subsubcontractors shall conduct their labor relations in accordance with the recognized prevailing local area practices. TANK CONTRACTOR shall inform PURCHASER promptly of any labor dispute, anticipated labor dispute, request or
demand by a labor organization, its representatives or members which may reasonably be expected to affect the Work. TANK CONTRACTOR shall not be bound by any organized labor agreements or project specific labor agreements. TANK CONTRACTOR further
agrees to inform PURCHASER, before any commitments are made, during the negotiations of any agreements or understandings with local or national labor organizations. 

  

	 	(4)	Notwithstanding the foregoing, PURCHASER shall not have any liability and TANK CONTRACTOR agrees to release, indemnify, defend and hold harmless the PURCHASER Group from and against
any and all claims, causes of action, damages, losses, cost and expenses (including all reasonable attorneys’ fees and litigation or arbitration expenses) and liabilities, of whatsoever kind or nature, which may directly or indirectly arise or
result from TANK CONTRACTOR or any Subcontractor or Subsubcontractor choosing to terminate the employment of any such employee (including any Key Person) or remove such employee from the Project who fails to meet the foregoing requirements following
a request by PURCHASER to have such employee removed from the Work. Any such employee shall be replaced at the cost and expense of TANK CONTRACTOR or the relevant Subcontractor or Subsubcontractor. 

  

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 GC-11 COMMERCIAL ACTIVITIES 
  

	11.1	Neither TANK CONTRACTOR nor its employees shall establish any commercial activity or issue concessions or permits of any kind to any Person for establishing commercial activities on
the Site or any other lands owned or controlled by PURCHASER. 

 GC-12 PUBLICITY AND ADVERTISING 
  

	12.1	Neither TANK CONTRACTOR nor its Subcontractors or Subsubcontractors shall make any announcement, take any photographs of any part of the Phase 2 Facility for publicity or
advertising purposes, issue a press release, advertisement, publicity material, financial document or similar matter or participate in a media interview that mentions or refers to the Work or any part of the Phase 2 Facility or release any
information concerning this Tank Contract, or the Phase 1 or Phase 2 Project, or any part thereof to any member of the public, press, business entity, or any official body unless prior written consent is obtained from PURCHASER, which shall not be
unreasonably withheld. 

 GC-13 SAFETY AND HEALTH 
  

	13.1	TANK CONTRACTOR shall be responsible for conducting operations under this Tank Contract to avoid risk of harm to the health and safety of persons and property and for inspecting and
monitoring all its equipment, materials and work practices to ensure compliance with its obligations under this Tank Contract. 

  

	13.2	TANK CONTRACTOR shall be responsible for developing and implementing a Safety and Health Plan (S&H Plan) pursuant to the terms of this Tank Contract. TANK CONTRACTOR’s
S&H Plan shall as a minimum conform and comply with: 

  

	 	(1)	Applicable Law governing safety and health in the workplace; 

  

	 	(2)	TANK CONTRACTOR’s specific Scope of Work under this Tank Contract; and 

  

	 	(3)	PURCHASER’s safety and health standards as set forth in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS, as well as PURCHASER’s S&H Plan,
including revisions thereto issued by PURCHASER in writing. If TANK CONTRACTOR considers any such revision made after the Effective Date to be a change affecting cost or the Tank Contract Schedule, TANK CONTRACTOR shall comply with the requirements
of this Tank Contract and shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 

  

	 	(4)	Operating Plant Procedures developed for the Phase 1 Facility and applicable to the Phase 2 Facility, or any portions thereof, and delivered to TANK CONTRACTOR after the Effective
Date. If the Operating Plant Procedures cause a change in the Work affecting the cost or the 

  

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 Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General
Condition 32, titled CHANGES. 
  

	13.3	Within thirty (30) Days after Effective Date and in any event prior to commencing Work at the Phase 2 Tank Site, TANK CONTRACTOR shall submit its S&H Plan to PURCHASER for
review and approval. 

  

	13.4	To the extent allowed by Applicable Law, TANK CONTRACTOR shall assume all responsibility and liability with respect to all matters regarding the safety and health of its employees
and the employees of Subcontractors and Subsubcontractors with respect to the risks under this Tank Contract. 

  

	13.5	TANK CONTRACTOR’s failure to correct any unsafe condition or unsafe act by TANK CONTRACTOR or any Subcontractors or Subsubcontractors may, at the sole discretion of PURCHASER,
be grounds for an order by PURCHASER to stop the affected Work or operations until the unsafe act or condition is corrected to PURCHASER’s satisfaction at TANK CONTRACTOR’s expense. 

  

	13.6	If the unsafe act or condition continues despite notice and reasonable opportunity to affect a resolution, PURCHASER may, at its sole discretion, correct the unsafe act or condition
at TANK CONTRACTOR’s expense pursuant to General Condition 38, titled BACKCHARGES or terminate this Tank Contract pursuant to General Condition 45, titled TERMINATION FOR DEFAULT. 

  

	13.7	TANK CONTRACTOR shall assign to the Phase 2 Tank Site one (or more as necessary for compliance with the terms of this clause) safety representative(s) acceptable to PURCHASER. Such
safety representative(s) shall be physically located at the Phase 2 Tank Site, shall have authority for correcting unsafe acts or conditions by TANK CONTRACTOR or any Subcontractors and Subsubcontractors, and shall participate in periodic safety
meetings with PURCHASER. TANK CONTRACTOR shall instruct its personnel on the requirements of TANK CONTRACTOR’s S&H Plan and coordinate with other contractors and subcontractors at the Phase 1 and Phase 2 Sites on safety matters required for
the Work. 

  

	13.8	Unless otherwise specified by PURCHASER, TANK CONTRACTOR shall furnish all safety equipment required for the Work, require the use of such safety equipment, and provide safety
instructions to its employees. All safety equipment must be manufactured to a standard acceptable to PURCHASER as set forth in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS. 

  

	13.9	TANK CONTRACTOR shall maintain accident and injury records as required by Applicable Law. Such records will be made available to PURCHASER upon request. TANK CONTRACTOR shall
furnish PURCHASER with a weekly and monthly summary of accidents, injuries, and labor hours lost to work-related injuries of its employees and employees of all Subcontractors and Subsubcontractors in a form and format designated by PURCHASER.

  

	13.10	TANK CONTRACTOR shall immediately report to PURCHASER any death, injury or damage to property incurred or caused by TANK CONTRACTOR or any Subcontractors or Subsubcontractors. In

  

 Page 9 of 57 

 addition, in the event of any safety incident involving a significant non-scheduled event such as fires,
explosions or mechanical failures, or in the event of any safety incident involving non-scheduled LNG or Natural Gas releases or unusual over-pressurizations of which TANK CONTRACTOR is aware, TANK CONTRACTOR shall provide a written report to
PURCHASER within eight (8) hours of the occurrence of such incident; provided, however, notification shall be provided to PURCHASER immediately if the incident is of significant magnitude to threaten public or employee safety or
interrupt the Work. 
 GC-14 ENVIRONMENTAL REQUIREMENTS 
  

	14.1	Throughout performance of the Work, TANK CONTRACTOR shall conduct all operations in such a way as to minimize impact upon the natural environment and prevent any spread or release
of Hazardous Materials. 

  

	14.2	TANK CONTRACTOR shall: 

  

	 	(1)	Comply with Applicable Law governing environmental requirements and conduct the Work based on the requirements of this Tank Contract, including compliance with Permit requirements
and Project plans and approvals. 

  

	 	(2)	Provide all documentation required by all levels of Governmental Instrumentality authority or PURCHASER concerning environmental requirements. 

  

	 	(3)	Provide and maintain effective planning and field control measures for the following activities: 

 Wastewater discharges to land, surface water, or groundwater, 
 Extraction/supply of water; 
 Storm water management; 
 Spill prevention and response; 
 Erosion and
sedimentation control; 
 Air emissions and dust control; 
 Noise control; 
 Waste and hazardous waste management; and 
 Work area restoration, including re-vegetation. 
  

 Page 10 of 57 

 These measures shall include obtaining certifications; conducting requisite analyses and monitoring of
such activities as required by the Tank Contract Documents, Permit conditions or other Applicable Law; utilizing appropriate equipment; and proceeding in accordance with Permit requirements. 
  

	 	(4)	Be responsible for developing and maintaining a written Environmental Compliance Plan in accordance with TANK CONTRACTOR’s established practices, including but not limited to
compliance with Applicable Law and the requirements of the Project Construction Environmental Control Plan (CECP) (the CECP for the Phase 1 Project is attached as Appendix B-8; PURCHASER, working with Management Contractor, will develop a Phase 2
Project CECP for the Phase 2 Project, which shall be substantially similar to the CECP for the Phase 1 Project). TANK CONTRACTOR shall have sole responsibility for implementing and enforcing its Environmental Compliance Plan.

  

	 	(5)	Submit its written Environmental Compliance Plan to PURCHASER for review thirty (30) Days after the Effective Date and in any event prior to commencing Work at the Phase 2 Tank
Site. PURCHASER’s review of TANK CONTRACTOR’s plan shall not relieve TANK CONTRACTOR of its obligation under this Tank Contract or as imposed by Applicable Law and TANK CONTRACTOR shall be solely responsible for the adequacy of its
Environmental Compliance Plan. 

  

	 	(6)	Comply with all access restrictions, including prohibitions on access to certain areas on or adjacent to the Phase 2 Tank Site and require its personnel and those of its
Subcontractors and Subsubcontractors to comply with all signage and flagging related to such restricted areas. Restricted areas may include, but are not limited to: designated wetlands; environmental mitigation study areas;
cultural/historical/archaeological sites; and designated fish, wildlife, or vegetative habitat. 

  

	 	(7)	Require that its personnel do not hunt, fish, feed, capture, extract, or otherwise disturb aquatic, animal, or vegetative species within the Phase 2 Project boundary or while
performing any tasks in performance of the Work. 

  

	 	(8)	Not proceed with any renovation or demolition Work until asbestos surveys and notifications have been completed to the appropriate regulatory agencies, in accordance with the
division of responsibility outlined in the Project’s CECP and PURCHASER specifically authorizes that Work to proceed. Should asbestos containing materials be uncovered during TANK CONTRACTOR’s Work, the provisions of subclause
(9) below shall apply. 

  

	 	(9)	Immediately stop Work in any area where contaminated soil indicators (such as odor or appearance), unknown containers, piping, underground storage tanks, or similar structures are
discovered; or any other materials, which are reasonably suspected to be Hazardous Materials. 

  

 Page 11 of 57 

 TANK CONTRACTOR shall then immediately notify PURCHASER and the stop work area shall be determined by
PURCHASER and confirmed in writing. Activity in the stop work area shall only resume upon PURCHASER’s written approval. 
  

	 	(10)	Immediately stop Work in any area where cultural resources or artifacts with archaeological or historical value are discovered, and immediately notify PURCHASER. The stopped Work
shall proceed in the manner set forth in subclause (9) above. No artifacts, items, or materials shall be disturbed or taken from the area of discovery. Neither TANK CONTRACTOR nor any Subcontractor or Subsubcontractor shall have property rights
to such artifacts, items, or materials, which shall be secured and guarded until turned over to PURCHASER or the appropriate Governmental Instrumentalities. TANK CONTRACTOR shall also require that its personnel and those of its Subcontractors and
Subsubcontractors comply with this provision and respect all historic and archaeological sites in the area. TANK CONTRACTOR will be entitled to seek relief in accordance with General Condition 32, titled CHANGES, in connection with stoppage of Work
pursuant to this subparagraph. 

  

	 	(11)	Manage, store, and dispose of all Hazardous Materials brought to the Site or generated by TANK CONTRACTOR, Subcontractors and Subsubcontractors during performance of the Work in
accordance with Applicable Law (for U.S. projects this includes Resource and Conservation Recovery Act (RCRA) regulations and state special and Hazardous Material programs) and as outlined in the Project CECP. This includes, but is not limited to:
waste minimization; Hazardous Material generator registration; Hazardous Materials inventory with Material Safety Data Sheets (MSDS) for each Hazardous Material on site; employee training; Hazardous Material spill management and reporting; proper
storage of Hazardous Materials; equipment decontamination; onsite and offsite transport of Hazardous Materials; and selection and use of offsite final disposal facilities. For purposes of this paragraph, the term “generated” refers to all
materials purchased by or brought to the Site by TANK CONTRACTOR or its Subcontractors or Subsubcontractors and does not mean stirring up, disturbing or otherwise releasing pre-existing Hazardous Materials. As between PURCHASER and TANK CONTRACTOR,
PURCHASER will be responsible for all other Hazardous Materials present or occurring on the Site, provided that this sentence shall not relieve Diamond of any of its responsibilities or liabilities with respect to the Phase 1 Project. PURCHASER will
provide TANK CONTRACTOR with a copy of all environmental reports with respect to the Site that were produced by or on behalf of PURCHASER prior to the Effective Date. 

  

	14.3	TANK CONTRACTOR shall deliver to PURCHASER (i) notice of any pending or threatened material environmental claim with respect to the Phase 2 Project, and (ii) promptly upon
their becoming available, copies of written communications with any Governmental Instrumentality relating to any such material environmental claim. 

  

 Page 12 of 57 

	14.4	TANK CONTRACTOR’s obligations under General Condition 39, titled INDEMNITY, apply to any liability arising in connection with or incidental to TANK CONTRACTOR’s
performance or failure to perform as provided in this clause. 

 GC-15 SITE CONDITIONS AND NATURAL RESOURCES 
  

	15.1	TANK CONTRACTOR shall have the sole responsibility for satisfying itself concerning the nature and location of the Work and the general and local conditions, including but not
limited to the following: 

  

	 	(1)	Transportation, access, disposal, handling and storage of materials; 

  

	 	(2)	Availability, cost and quality of labor (subject to SC-45), water, electric power and road conditions; 

  

	 	(3)	Climatic conditions, tides, and seasons; 

  

	 	(4)	River hydrology and river stages; 

  

	 	(5)	Physical conditions at the Phase 2 Tank Site and the Phase 2 Project area as a whole (subject to GC-16); 

  

	 	(6)	Topography and ground surface conditions; and 

  

	 	(7)	Equipment and facilities needed preliminary to and during the performance of the Work. 

 The failure of TANK CONTRACTOR to acquaint itself with any applicable conditions will not relieve TANK CONTRACTOR of the responsibility for properly estimating the difficulties, time or cost of successfully performing
TANK CONTRACTOR’s obligations under this Tank Contract. 
 GC-16 DIFFERING SITE CONDITIONS 
  

	16.1	If TANK CONTRACTOR encounters Subsurface Soil Conditions that (i) are materially different from the information regarding such Subsurface Soil Conditions as indicated in the
Geotechnical Reports (including the encountering of Subsurface Soil Conditions that could not reasonably be anticipated by TANK CONTRACTOR using GECP and based on the information provided in the above Geotechnical Reports) and (ii) adversely
affects (a) TANK CONTRACTOR’s costs of performance of the Work, or (b) TANK CONTRACTOR’s ability to perform any material obligation under this Tank Contract, TANK CONTRACTOR shall be entitled to seek relief in accordance with
General Condition 32, titled CHANGES, provided that TANK CONTRACTOR immediately notifies PURCHASER in writing before proceeding with any Work that TANK CONTRACTOR believes constitutes a differing site condition. 

  

 Page 13 of 57 

	16.2	PURCHASER will then investigate such condition and make a written determination. If PURCHASER determines that such condition does constitute a differing site condition, TANK
CONTRACTOR may then, pursuant to General Condition 32, titled CHANGES, submit a written proposal for an equitable adjustment setting forth the impact of such differing site condition. Failure of TANK CONTRACTOR to give prompt notice of the differing
site condition (in no event shall such notice be given later than ten (10) Days after encountering such condition) shall be grounds for rejection of the claim to the extent PURCHASER is prejudiced by such delay. 

 GC-17 TITLE TO MATERIALS FOUND 
  

	17.1	The title to water, soil, rock, gravel, sand, minerals, timber, and any other materials developed or obtained in the excavation or other operations of TANK CONTRACTOR or any
Subcontractor or Subsubcontractor and the right to use said materials or dispose of same is hereby expressly reserved by PURCHASER and its Affiliates. TANK CONTRACTOR may, at the sole discretion of PURCHASER, be permitted, without charge, to use in
the Work any such materials that meet the requirements of this Tank Contract. 

 GC-18 SURVEY CONTROL POINTS AND LAYOUTS 
 Prior to the date TANK CONTRACTOR first mobilizes to the Phase 2 Tank Site, PURCHASER will establish on the Site the centerpoint of Tank S-104 and Tank S-105, north arrow
and an elevation benchmark, which benchmark shall remain in place for the duration of the Work related to Tank S-104 and Tank S-105. The benchmark shall be located on or near the point designated in the diagram attached hereto as Exhibit
“B,” Appendix B-13. 
  

	18.1	TANK CONTRACTOR shall complete the layout of all Work and shall be responsible for execution of the Work in accordance with the centerpoint, north arrow and benchmark, subject to
such modifications as PURCHASER may require as Work progresses. 

  

	18.2	If TANK CONTRACTOR or any Subcontractor or Subsubcontractor moves or destroys or renders inaccurate the centerpoint or benchmark, such center point or benchmark shall be replaced by
PURCHASER at TANK CONTRACTOR’s expense. No separate payment will be made for survey Work performed by TANK CONTRACTOR. 

 GC-19 TANK
CONTRACTOR’S WORK AREA 
  

	19.1	TANK CONTRACTOR’s work area shall be the Phase 2 Tank Site, as set forth in the diagram attached hereto as Exhibit “B,” Appendix B-13. TANK CONTRACTOR shall confine
its operations to the Phase 2 Tank Site. Should TANK CONTRACTOR find it necessary or advantageous to use any additional area off the Phase 2 Tank Site for any purpose whatsoever, TANK CONTRACTOR shall, at its expense, provide and make its own
arrangements for the use of such additional off-site areas. TANK 

  

 Page 14 of 57 

 CONTRACTOR shall not perform any Work at the Phase 1 Site or at any areas of the Phase 2 Site except for
the Phase 2 Tank Site or as permitted by PURCHASER in writing. 
 GC-20 CLEANING UP 
  

	20.1	TANK CONTRACTOR shall, at all times, keep the Phase 2 Tank Site in a neat, clean and safe condition. Upon completion of any portion of the Work, TANK CONTRACTOR and any
Subcontractors and Subsubcontractors shall promptly remove from the work area all equipment, construction plant, temporary structures and surplus materials not to be used at or near the same location during later stages of the Work.

  

	20.2	Upon completion of the Work and prior to final payment, TANK CONTRACTOR shall at its expense satisfactorily dispose of all rubbish, remove all plant, buildings, equipment and
materials belonging to TANK CONTRACTOR, Subcontractors and Subsubcontractors and return to PURCHASER’s warehouse or Phase 2 Site storage area all salvageable PURCHASER-supplied materials. TANK CONTRACTOR shall leave the Phase 2 Tank Site in a
neat, clean and safe condition. 

  

	20.3	In event of TANK CONTRACTOR’s failure to comply with the foregoing requirements, PURCHASER may accomplish them at TANK CONTRACTOR’s expense. 

 GC-21 COOPERATION WITH OTHERS AND NO INTERFERENCE WITH PHASE 1 FACILITY 
  

	21.1	PURCHASER, other contractors and other subcontractors may be working at the Site during the performance of this Tank Contract, and TANK CONTRACTOR’s Work or use of certain
facilities may be interfered with as a result of such concurrent activities. PURCHASER reserves the right to require TANK CONTRACTOR to schedule the order of performance of the Work in such a manner as will minimize interference with work of any of
the parties involved. 

  

	21.2	Notwithstanding anything to the contrary in the Tank Contract, TANK CONTRACTOR shall perform the Work and TANK CONTRACTOR’s other obligations under this Tank Contract so that
it does not negatively impact the cost or schedule for development of the Phase 1 Facility or those portions of the Phase 2 Facility not within the scope of this Tank Contract or otherwise interfere with the construction or operation of the Phase 1
Facility. During the performance of the Work or TANK CONTRACTOR’s other obligations under this Tank Contract, if an unforeseen situation, other than Force Majeure, arises that could potentially interfere with the operation of the Phase 1
Facility, TANK CONTRACTOR shall provide to PURCHASER, as soon as possible but no later than ten (10) Days prior to the time that TANK CONTRACTOR intends to perform such Work, a written plan listing the potentially interfering Work and proposing
in detail how such Work will be performed to avoid interference with the operation of the Phase 1 Facility. Prior to performing such Work, PURCHASER and TANK CONTRACTOR shall mutually agree upon a plan, including an applicable schedule for
performance, for TANK CONTRACTOR to execute such Work. If the unforeseen situation was not caused by TANK CONTRACTOR and is not an 

  

 Page 15 of 57 

 item for which TANK CONTRACTOR assumed the risk or bears responsibility, and if compliance by TANK
CONTRACTOR with this GC-21.2 causes a change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 
 GC-22 RESPONSIBILITY FOR WORK, SECURITY AND PROPERTY 
  

	22.1	Work in Progress, Equipment and Material. 

  

	 	(1)	TANK CONTRACTOR shall be responsible for and shall bear any and all risk of loss or damage to Work (including equipment and materials) pursuant to General Condition 34, titled TITLE
AND RISK OF LOSS. 

  

	22.2	Delivery, Unloading and Storage. TANK CONTRACTOR’s responsibility for materials and plant equipment required for the performance of this Tank Contract shall include:

  

	 	(1)	Procurement, importation and transportation to and from the Phase 2 Site unless otherwise specified; 

  

	 	(2)	Receiving and unloading; 

  

	 	(3)	Storing in a secure place and in a manner subject to PURCHASER’s review. Outside storage of materials and equipment subject to degradation by the elements shall be in
weathertight enclosures provided by TANK CONTRACTOR; 

  

	 	(4)	Delivering from storage to construction site all materials and plant equipment as required; 

  

	 	(5)	Maintaining complete and accurate records for PURCHASER’s inspection of all materials and plant equipment received, stored and issued for use in the performance of the Tank
Contract; and 

  

	 	(6)	LNG in-tank pumps shall be received and stored by PURCHASER or others designated by PURCHASER until required by TANK CONTRACTOR, at which time they shall be delivered to TANK
CONTRACTOR. 

  

	22.3	Security 

  

	 	(1)	TANK CONTRACTOR shall at all times conduct all operations under this Tank Contract in a manner to avoid the risk of loss, theft, or damage by vandalism, sabotage or any other means
to any equipment, materials, Work or other property at the Phase 2 Site. TANK CONTRACTOR shall continuously inspect all equipment, materials and Work to discover and determine any conditions, which might involve such risks and shall be solely
responsible for discovery, determination and correction of any such conditions. 

  

 Page 16 of 57 

	 	(2)	TANK CONTRACTOR shall comply with all security requirements for the Phase 1 Facility and the Phase 2 Facility. TANK CONTRACTOR shall cooperate with Management Contractor and
PURCHASER on all security matters and shall promptly comply with any and all security arrangements for the Phase 1 Facility or the Phase 2 Facility, including any Operating Plant Procedures. Such compliance with these security requirements shall not
relieve TANK CONTRACTOR of its responsibility for maintaining proper security for the above noted items, nor shall it be construed as limiting in any manner TANK CONTRACTOR’s obligation with respect to Applicable Law and to undertake reasonable
action to establish and maintain secure conditions at the Phase 2 Tank Site. After the approval of the Security Plan in accordance with SC-11, if PURCHASER requires TANK CONTRACTOR to comply with any additional security requirements and they cause a
change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 

  

	22.4	Property. TANK CONTRACTOR shall plan and conduct its operations so as not to: 

  

	 	(1)	Enter upon lands in their natural state unless authorized by PURCHASER; 

  

	 	(2)	Damage, close or obstruct any utility installation, highway, road or other property until Permits and the permission of PURCHASER therefore have been obtained;

  

	 	(3)	Disrupt or otherwise interfere with the operation of any pipeline, telephone, electric transmission line, ditch or structure, which if buried or hidden has been identified by
PURCHASER, unless otherwise specifically authorized by this Tank Contract; or 

  

	 	(4)	Damage or destroy cultivated and planted areas, and vegetation such as trees, plants, shrubs, and grass on or adjacent to the premises which, as determined by PURCHASER, do not
interfere with the performance of this Tank Contract. This includes damage arising from performance of Work through operation of equipment or stockpiling of materials. 

  

	22.5	TANK CONTRACTOR shall not be entitled to any extension of time or compensation on account of TANK CONTRACTOR’s failure to protect all facilities, equipment, materials and other
property as described herein. All costs in connection with any repairs or restoration necessary or required by reason of unauthorized obstruction, damage or use shall be borne by TANK CONTRACTOR, except to the extent such costs arise out of the acts
or omissions of PURCHASER, Management Contractor and other Phase 1 or Phase 2 Site contractors and their personnel. 

  

 Page 17 of 57 

 GC-23 TANK CONTRACTOR’S PLANT, EQUIPMENT AND FACILITIES 
  

	23.1	TANK CONTRACTOR shall provide and use for the Work only such construction plant and equipment as are capable of producing the quality and quantity of work and materials required by
this Tank Contract and within the time or times specified in the Tank Contract Milestone Dates and Tank Contract Schedule. 

  

	23.2	Before proceeding with the Work, TANK CONTRACTOR shall furnish PURCHASER with information and drawings relative to such equipment, plant and facilities as PURCHASER may request.
Upon written order of PURCHASER, TANK CONTRACTOR shall discontinue operation of unsatisfactory plant, equipment or facilities and shall either modify the unsatisfactory items or remove such items from the Phase 2 Tank Site. 

 

	23.3	TANK CONTRACTOR shall, at the time any equipment is moved onto the Phase 2 Tank Site, present to PURCHASER an itemized list of all equipment and tools, including but not limited to
power tools, welding machines, pumps and compressors. Said list must include description and quantity, and serial number where applicable. It is recommended that TANK CONTRACTOR identify its equipment by color, decal and etching. Prior to removal of
any or all equipment, TANK CONTRACTOR shall clear such removal through PURCHASER. TANK CONTRACTOR shall not remove construction plant, equipment or tools from the Phase 2 Tank Site before the Work is finally accepted, without PURCHASER’s
written approval. 

 GC-24 ILLUMINATION 
  

	24.1	When any Work is performed at night or where daylight is obscured, TANK CONTRACTOR shall, at its expense (except for the cost of electricity, which shall be provided by PURCHASER),
provide artificial light sufficient to permit Work to be carried on efficiently, satisfactorily and safely, and to permit thorough inspection. During such time periods the access to the place of Work shall also be clearly illuminated. All wiring for
electric light and power shall be installed and maintained in a safe manner and meet all applicable codes and standards. 

 GC-25 USE OF
COMPLETED PORTIONS OF WORK 
  

	25.1	Whenever, as determined by PURCHASER, any portion of the Work performed by TANK CONTRACTOR is suitable for use prior to RFCD, PURCHASER may provide written notice to TANK CONTRACTOR
of PURCHASER’s intent to occupy and use such portion of the Work, specifying the time and manner of PURCHASER’s intended occupation and use. TANK CONTRACTOR shall respond to PURCHASER’s notice of intent to occupy and use such portion
of the Work, either agreeing to such occupation and use or providing comments and requesting an alternative time and manner of occupation and use. The Parties shall endeavor to agree on a time and manner of PURCHASER’s intended occupation and
use of the Work. If the Parties cannot agree, PURCHASER shall have the right to occupy and use such portion of the Work upon giving TANK CONTRACTOR five (5) Days notice of 

  

 Page 18 of 57 

 such intended occupation and use. Occupation and use shall not constitute acceptance, relieve TANK
CONTRACTOR of its responsibilities, or act as a waiver by PURCHASER of any terms of this Tank Contract. 
  

	25.2	TANK CONTRACTOR shall not be liable for normal wear and tear or for repair of damage caused by any misuse during such occupancy or use by PURCHASER. If such use increases the cost
or time of performance of remaining portions of the Work, TANK CONTRACTOR shall be entitled to seek an equitable adjustment in the Tank Contract Price or Tank Contract Milestone Dates in accordance with General Condition 32, titled CHANGES.

  

	25.3	TANK CONTRACTOR shall not use any permanently installed equipment unless PURCHASER approves such use in writing. When such use is approved, TANK CONTRACTOR shall at TANK
CONTRACTOR’s expense properly use and maintain and, upon completion of such use, recondition such equipment as required to meet specifications. 

  

	25.4	If PURCHASER exercises its right to occupy and use a portion of the Work under GC-25.1, PURCHASER shall thereafter be responsible for risk of loss or damage to the specific portion
of the Work occupied and used by PURCHASER, and unless the Parties agree otherwise, PURCHASER shall be responsible for safety procedures with respect to the specific portion of the Work occupied and used by PURCHASER; provided, however,
notwithstanding the foregoing, TANK CONTRACTOR shall remain fully responsible and liable to PURCHASER for its warranty and guarantee obligations under the Tank Contract. 

  

	25.5	If PURCHASER exercises its rights to access, test or inspect the Work, such activities shall not constitute occupation and use of the Work under this General Condition 25.

 GC-26 USE OF PURCHASER’S CONSTRUCTION EQUIPMENT OR FACILITIES 
  

	26.1	Where TANK CONTRACTOR requests PURCHASER and PURCHASER agrees to make available to TANK CONTRACTOR certain equipment or facilities belonging to PURCHASER for the performance of Work
under the Tank Contract, the following shall apply: 

  

	 	(1)	Equipment or facilities will be charged to TANK CONTRACTOR at agreed rental rates; 

  

	 	(2)	PURCHASER will furnish a copy of the equipment maintenance and inspection record and TANK CONTRACTOR shall maintain these records during the rental period; 

 

	 	(3)	TANK CONTRACTOR shall assure itself of the condition of such equipment and assume all risks and responsibilities during its use; 

  

 Page 19 of 57 

	 	(4)	TANK CONTRACTOR shall, as part of its obligation under General Condition 39, titled INDEMNITY, release, defend, indemnify and hold harmless PURCHASER Group from all claims, demands
and liabilities arising from the use of such equipment. 

  

	 	(5)	PURCHASER and TANK CONTRACTOR shall jointly inspect such equipment before its use and upon its return. The cost of all necessary repairs or replacement for damage other than normal
wear shall be at TANK CONTRACTOR’s expense; and 

  

	 	(6)	If such equipment is furnished with an operator, the services of such operator will be performed under the complete direction and control of TANK CONTRACTOR and such operator shall
be considered TANK CONTRACTOR’s employee for all purposes other than the payment of wages, Workers’ Compensation Insurance or other benefits. 

 GC-27 FIRST AID FACILITIES 
  

	27.1	Where PURCHASER has first-aid facilities at the Phase 2 Site it may, at its option, make available its first-aid facilities for the treatment of employees of TANK CONTRACTOR who may
be injured or become ill while engaged in the performance of the Work under this Tank Contract. 

  

	27.2	If first-aid facilities and/or services are made available to TANK CONTRACTOR’s employees then, in consideration for the use of such facilities and the receipt of such
services, TANK CONTRACTOR hereby agrees: 

  

	 	(1)	To include as part of its obligation under General Condition 39, titled INDEMNITY, the obligation to release, defend, indemnify and hold harmless PURCHASER Group from all claims,
demands and liabilities arising from the use of such services or facilities; and 

  

	 	(2)	In the event any of TANK CONTRACTOR’s employees require off-site medical services, including transportation thereto, to promptly pay for such services directly to the providers
thereof. 

 GC-28 INSPECTION, QUALITY SURVEILLANCE, REJECTION OF MATERIALS AND WORKMANSHIP 
  

	28.1	All material and equipment furnished and Work performed shall be properly inspected by TANK CONTRACTOR at its expense, and shall at all times be subject to quality surveillance and
quality audit by PURCHASER or its authorized representatives who, upon reasonable notice, shall be afforded full and free access to the shops, factories or other places of business of TANK CONTRACTOR and its Subcontractors and Subsubcontractors for
such quality surveillance or audit. TANK CONTRACTOR shall provide safe and adequate facilities, drawings, documents and samples as requested, and shall provide assistance and cooperation including stoppage of Work to perform such examination as may
be necessary to determine compliance with the requirements of this Tank Contract. Any Work covered 

  

 Page 20 of 57 

 prior to any necessary quality surveillance or test by PURCHASER, or any surveillance or test of which
PURCHASER gave TANK CONTRACTOR reasonable notice, shall be uncovered and replaced at the expense of TANK CONTRACTOR if such covering interferes with or obstructs such inspection or test. Failure of PURCHASER to make such quality surveillance or to
discover Defective design, equipment, materials or workmanship shall not relieve TANK CONTRACTOR of its obligations under this Tank Contract nor prejudice the rights of PURCHASER thereafter to reject or require the correction of Defective Work in
accordance with the provisions of this Tank Contract. 
  

	28.2	If any Work is determined by PURCHASER to be Defective or not in conformance with this Tank Contract the provisions of General Condition 37, titled WARRANTY / DEFECT CORRECTION
PERIOD shall apply. 

 GC-29 TESTING 
  

	29.1	Unless otherwise provided in the Tank Contract, testing of equipment, materials or Work shall be performed by TANK CONTRACTOR at its expense and in accordance with the requirements
of this Tank Contract. Should PURCHASER direct tests in addition to those required by this Tank Contract or re-tests due to no fault of TANK CONTRACTOR, TANK CONTRACTOR will be given reasonable notice to permit such testing. Such additional tests or
re-tests will be at PURCHASER’s expense. 

  

	29.2	Upon reasonable notice from PURCHASER, TANK CONTRACTOR shall furnish samples as requested and shall provide reasonable assistance and cooperation necessary to permit tests to be
performed on materials or Work in place including reasonable stoppage of Work during testing. 

 GC-30 EXPEDITING 
  

	30.1	The equipment and materials furnished and Work performed under this Tank Contract shall be subject to expediting by PURCHASER or its representatives who shall be afforded full and
free access to the shops, factories and other places of business of TANK CONTRACTOR and its Subcontractors and Subsubcontractors for expediting purposes. As required by PURCHASER, TANK CONTRACTOR shall provide detailed schedules and progress reports
for use in expediting and shall cooperate with PURCHASER in expediting activities. 

 GC-31 FORCE MAJEURE 
  

	31.1	If TANK CONTRACTOR’s performance of this Tank Contract is prevented or delayed by Force Majeure, TANK CONTRACTOR shall, within forty-eight (48) hours of TANK
CONTRACTOR’s knowledge of any such delay, give to PURCHASER written notice thereof and within seven (7) Days of the giving of such notice, a written description of the anticipated impact of the delay on performance of the Work. Delays
attributable to and within the control of TANK CONTRACTOR or any Subcontractor or Subsubcontractor shall be deemed delays within the control of TANK CONTRACTOR. Failure to give any of the above notices shall be sufficient ground for denial of an
extension of time. 

  

 Page 21 of 57 

	31.2	TANK CONTRACTOR shall demonstrate to PURCHASER its entitlement to such relief under this Article by providing to PURCHASER an updated Tank Contract Schedule using Primavera Project
Planner (P3) in its native electronic format with actual durations entered for all activities on the critical path and re-forecasted clearly to indicate TANK CONTRACTOR’s entitlement to a time extension under this GC-31. Once provided, TANK
CONTRACTOR shall be entitled to an extension to the applicable Target Milestone Date(s) or Tank Contract Milestone Date(s), or both, for delay, if and to the extent (i) such delay or prevention causes a delay in the critical path of the Work;
(ii) such delay causes or will cause TANK CONTRACTOR to achieve the applicable Tank Contract Milestone after the applicable Target Milestone Date or Tank Contract Milestone Date; and (iii) TANK CONTRACTOR is unable to proceed with other
portions of the Work so as not to cause a delay in the applicable Target Milestone Date and Tank Contract Milestone Date, provided that TANK CONTRACTOR has complied with the notice, Change Order and mitigation requirements of General Condition 32.
If TANK CONTRACTOR is entitled to an extension of time for a Force Majeure event, the Parties will execute a Change Order in accordance with General Condition 32, titled CHANGES. 

  

	31.3	TANK CONTRACTOR will be entitled to an adjustment to the Tank Contract Price for any Force Majeure event that meets the requirements of GC-31.1 and GC-31.2 for reasonable
incremental costs necessarily incurred by TANK CONTRACTOR as a result of such event, including the following: (i) to prepare the Work on the Site for a Force Majeure event, (ii) for demobilization from the Site, (iii) for
remobilization to the Site, and (iv) delay costs, if any, as a result of a Force Majeure delay, such as stand-by costs, extended overhead costs, and equipment rental; provided that TANK CONTRACTOR shall bear at its own expense the first Two
Hundred Fifty Thousand U.S. Dollars (US$250,000) of such costs with respect to any one Force Majeure event; but provided further that TANK CONTRACTOR shall not be entitled to any time-related costs (such as standby costs and extended overhead costs)
unless such Force Majeure event causes or will cause TANK CONTRACTOR to achieve the applicable Tank Contract Milestone after the applicable Tank Contract Milestone Date. To the extent such costs exceed the per occurrence amount stated above, TANK
CONTRACTOR shall be entitled to an adjustment of the Tank Contract Price pursuant to General Condition 32, titled CHANGES. If a Force Majeure event causes a complete suspension of all Work that continues for a period of more than one hundred twenty
(120) consecutive Days, TANK CONTRACTOR shall have the right to terminate this Agreement upon at least thirty (30) Days prior written notice to PURCHASER, provided however that TANK CONTRACTOR shall not have the right to terminate this
Agreement after such 120 Day period if the Parties agree to a Change Order increasing the Tank Contract Price and modifying the Tank Contract Schedule for the costs necessarily incurred due to, and the delay caused by, such Force Majeure event.

  

 Page 22 of 57 

 GC-32 CHANGES 
  

	32.1	PURCHASER shall be entitled, without notice to the sureties if any, to make any change in the Work within the general scope of this Tank Contract, including but not limited to
changes: 

  

	 	(1)	In the drawings, designs or specifications; 

  

	 	(2)	In the method, manner, or sequence of TANK CONTRACTOR Work; 

  

	 	(3)	In PURCHASER-furnished facilities, equipment, materials, services or site(s); 

  

	 	(4)	Directing acceleration or deceleration in performance of the Work; and 

  

	 	(5)	Modifying the Tank Contract Schedule or the Tank Contract Milestone Dates. 

  

	32.2	If PURCHASER desires to make any such change, PURCHASER shall submit to TANK CONTRACTOR a written proposed “Change Order” setting forth the changes it desires to make to
this Tank Contract or the Work. TANK CONTRACTOR shall respond in writing to PURCHASER’s proposal within thirty (30) Days, if practicable, stating the effect TANK CONTRACTOR contends the proposed change will have on the Tank Contract Price,
in accordance with Special Condition 16, titled PRICING OF ADJUSTMENTS, the Target Milestone Dates, and the Tank Contract Milestone Dates. If PURCHASER agrees with TANK CONTRACTOR’s statement regarding the effects on the Tank Contract Price,
the Target Milestone Dates and the Tank Contract Milestone Dates, the Parties shall execute a Change Order, incorporating the change to the Scope of Work, the Tank Contract Price, the Target Milestone Dates and the Tank Contract Milestone Dates,
which Change Order shall amend this Tank Contract and be binding upon the Parties. If PURCHASER does not agree with TANK CONTRACTOR’s statement regarding the effects of the proposed change on the Tank Contract Price, the Target Milestone Dates
and the Tank Contract Milestone Dates, the Parties shall discuss the change and attempt to negotiate an acceptable Change Order. If the Parties cannot agree to a Change Order, or if PURCHASER desires to have the changed Work commence immediately,
PURCHASER may, subject to GC-32.9, issue a unilateral Change Order for the change in the Scope of Work, and TANK CONTRACTOR shall perform at PURCHASER’s option the modified Scope of Work on a time and material or cost reimbursable basis, in
accordance with Special Condition 16, titled PRICING OF ADJUSTMENTS. Subject to GC-32.9, TANK CONTRACTOR shall perform the Work, as modified by the unilateral Change Order, even if TANK CONTRACTOR considers the change to be a dispute, pending
resolution of the dispute. All Change Orders shall be in writing and signed by PURCHASER and TANK CONTRACTOR, and all unilateral Change Orders shall be in writing and signed by PURCHASER. 

  

	32.3	In addition, in the event of an emergency, which PURCHASER determines endangers life or property, PURCHASER may use oral orders to TANK CONTRACTOR for any Work required by reason of
such 

  

 Page 23 of 57 

 emergency. TANK CONTRACTOR shall commence and complete such emergency Work as directed by PURCHASER. The
Parties shall memorialize and confirm such orders by Change Order or PURCHASER shall issue a unilateral Change Order for such emergency Work. 
  

	32.4	In the event of a change in any applicable code or standard which does not constitute a Change in Law, TANK CONTRACTOR shall provide written notice to PURCHASER regarding such
change. Upon receipt of such notice from TANK CONTRACTOR and in the event PURCHASER, at its sole option, elects for TANK CONTRACTOR to implement such change in applicable code or standard, PURCHASER may agree to a Change Order with TANK CONTRACTOR
in accordance with this General Condition 32, titled CHANGES. In the event PURCHASER does not, at its sole option, elect for TANK CONTRACTOR to implement such change in applicable code or standard, TANK CONTRACTOR shall not be required to perform in
accordance with such applicable code or standard. 

  

	32.5	If at any time TANK CONTRACTOR believes that acts or omissions of PURCHASER constitute a change to the Work not covered by a Change Order (including any delay caused by PURCHASER or
any Person acting on behalf of or under the control of PURCHASER), TANK CONTRACTOR shall within ten (10) Days of discovery of such act or omission submit to PURCHASER a written notice and a “Change Order Request” explaining in detail
the basis for the request. PURCHASER will either agree to a Change Order or deny the request in writing within thirty (30) Days of the date of receipt of the Change Order Request. If PURCHASER denies the Change Order Request, TANK CONTRACTOR
must continue to perform the Work even if it considers the denial a dispute, pending resolution of the dispute. 

  

	32.6	Any delay by TANK CONTRACTOR in giving notice or presenting Change Order Request under this General Condition 32, titled CHANGES, shall be grounds for rejection of the claim if and
to the extent PURCHASER is prejudiced by such delay. In no case shall a claim by TANK CONTRACTOR be considered if asserted after final payment under this Tank Contract. 

  

	32.7	Failure by PURCHASER and TANK CONTRACTOR to agree on any adjustment shall be a dispute within the meaning of General Condition 33, titled DISPUTES. 

  

	32.8	TANK CONTRACTOR shall proceed diligently with performance of the Work, pending final resolution of any request for relief, dispute, claim, appeal, or action arising under the Tank
Contract, and comply with any decision of PURCHASER. 

  

	32.9	With the exception of any Tank Contract Price adjustment for the addition of Tank S-106, in no event shall PURCHASER be entitled to issue any unilateral Change Order in accordance
with this Article 32 where such unilateral Change Order (i) would result in an increase equal to or exceeding an amount equal to five percent (5%) of the Tank Contract Price as originally set forth in Exhibit “C”, or (ii) in
conjunction with other unilateral Change Orders issued by PURCHASER (other than any Tank Contract Price adjustment contemplated for Tank S-106), would collectively result in an increase equal to or exceeding an amount equal to ten percent
(10%) of the Tank Contract Price as originally set forth in Exhibit “C”. For the avoidance of doubt, the Parties agree that the adjustments contemplated under SC-45, and Exhibit C with respect to steel and other material price
escalation, do not constitute unilateral Change Orders. 

  

 Page 24 of 57 

	32.10	If (a) PURCHASER or any Person acting on behalf of or under the control of PURCHASER, including but not limited to Management Contractor, delays the commencement, prosecution
or completion of the Work, and if such delay is not the fault of TANK CONTRACTOR or its Subcontractors or Subsubcontractors but is caused by acts or omissions of any member of PURCHASER Group (including the presence of PURCHASER’s Hazardous
Materials) or any other Person for whom any member of the PURCHASER Group is responsible, including Management Contractor (hereinafter “PURCHASER-Caused Delay”); (b) PURCHASER orders a change in the scope of the Work in accordance
with GC-32.2, provided that a Change Order has been issued; or (c) a section of this Tank Contract expressly provides that TANK CONTRACTOR is entitled to seek relief under this General Condition 32, TANK CONTRACTOR is entitled to relief under
this General Condition 32, and TANK CONTRACTOR’s compliance with that section causes a delay in or increases the cost of the commencement, prosecution or completion of the Work; then TANK CONTRACTOR shall be entitled to an adjustment in the
Tank Contract Price to the extent, if any, permitted under GC-32.10(1), or an extension to the Target Milestone Date(s) and the Tank Contract Milestone Date(s) to the extent, if any, permitted under GC-32.10(2), provided that TANK CONTRACTOR
complies with the notice, Change Order Request, and mitigation requirements of this General Condition 32, titled CHANGES. The Parties agree that for purposes of GC-32.10(a) above, TANK CONTRACTOR is not entitled to relief if PURCHASER is performing
an act that it is entitled to perform under this Tank Contract, either expressly or by reasonable implication; for avoidance of doubt, such acts include requests to correct Defective Work, inspection of Work and review of documentation. Any
adjustments to the Tank Contract Price, the Target Milestone Date(s) or the Tank Contract Milestone Date(s) shall be recorded in a Change Order. The Parties agree that if they execute a Change Order with respect to any change in the Scope of Work
described in GC-32, any delay arising out of such change in the Scope of Work and meeting the requirements of this GC-32.10 shall be included in the Change Order incorporating such change in the Scope of Work. 

  

	 	(1)	Compensation: For delays or changes that meet the requirements of GC-32.10, TANK CONTRACTOR shall be entitled to an adjustment to the Tank Contract Price based on the prices
specified in SC-16 or, to the extent such costs are not specified in SC-16, for reasonable, additional direct costs, including delay-related costs, incurred by TANK CONTRACTOR, provided that TANK CONTRACTOR shall not be entitled to any adjustments
in the Tank Contract Price for delay-related costs unless and to the extent that the delay causes or will cause TANK CONTRACTOR to achieve an applicable Tank Contract Milestone beyond the applicable Tank Contract Milestone Date.

  

	 	(2)	Time Extension: TANK CONTRACTOR shall be entitled to a time extension to the applicable Target Milestone Date(s) and Tank Contract Milestone Date(s) for delay that meets the
requirements of GC-32.10 if and to the extent (i) such delay causes a delay in the critical path of 

  

 Page 25 of 57 

 the Work; (ii) such delay causes or will cause TANK CONTRACTOR to achieve the applicable Tank
Contract Milestone after the applicable Target Milestone Date or Tank Contract Milestone Date; and (iii) TANK CONTRACTOR is unable to proceed with other portions of the Work so as not to cause a delay in the applicable Target Milestone Date and
Tank Contract Milestone Date. TANK CONTRACTOR shall demonstrate to PURCHASER its entitlement to such relief under this GC-32.10(2) by providing to PURCHASER the current revised and updated Tank Contract Schedule using Primavera Project Planner (P3)
in its native electronic format with actual durations entered for all performed activities on the critical path and re-forecasted clearly to indicate TANK CONTRACTOR’s entitlement to a time extension under this GC-32.10(2). 
  

	32.11	The term “delay” as used in this Tank Contract shall include hindrances, disruptions or obstructions, or any other similar term in the industry and the resulting actual
impacts to the time of performance of TANK CONTRACTOR’s Work caused by such hindrances, disruptions or obstructions, including inefficiency or lost production. 

 For the avoidance of doubt, the Parties recognize and agree that a Work activity that is not on the critical path can become on the critical path, and if
a delay causes a Work activity off the critical path to become a critical path activity, then that Work activity shall be considered a critical path activity for purposes of GC-31 and GC-32. 
 If TANK CONTRACTOR is entitled to an adjustment in a Target Milestone Date under GC-31.2 or GC-32.10 with respect to a Phase 2 Tank, TANK CONTRACTOR shall
be entitled to a similar adjustment in the Tank Contract Milestone Date for such Phase 2 Tank. By way of example only, if TANK CONTRACTOR is entitled to a two (2) Day extension in the Target Milestone Date for a Phase 2 Tank, then TANK
CONTRACTOR shall be entitled to a two (2) Day extension in the Tank Contract Milestone Date associated with such Phase 2 Tank. If, however, the last Target Milestone Date has already passed at the time TANK CONTRACTOR is delayed, and if TANK
CONTRACTOR can demonstrate to PURCHASER’s reasonable satisfaction that TANK CONTRACTOR would have achieved the applicable Tank Contract Milestone in advance of the applicable Tank Contract Milestone Date, PURCHASER shall, in the exercise of its
reasonable judgment, agree to an extension to the applicable Tank Contract Milestone Date that preserves for TANK CONTRACTOR’s benefit the gap between TANK CONTRACTOR’s anticipated completion date for the applicable Tank Contract Milestone
and the applicable Tank Contract Milestone Date, provided that TANK CONTRACTOR meets all of the requirements under GC-31.2 (except GC-31.2(ii)) or GC-32.10 (except GC 32.10(2)(ii)), as applicable. 
  

	32.12	With respect to GC-31 or GC-32, in no event shall TANK CONTRACTOR be entitled to any adjustment to the Target Milestone Dates, the Tank Contract Milestone Dates or the Tank Contract
Price to the extent TANK CONTRACTOR could have taken, but failed to take, reasonable actions to mitigate such cost increase or delay. 

  

 Page 26 of 57 

 GC-33 DISPUTES 
  

	33.1	Any claim arising out of or attributable to the interpretation or performance of this Tank Contract, which cannot be resolved by negotiation, shall be considered a dispute within
the meaning of this clause. 

  

	33.2	In the event of a dispute, TANK CONTRACTOR or PURCHASER shall notify the other Party in writing that a dispute exists and request or provide a final determination by PURCHASER. Any
such request by TANK CONTRACTOR shall be clearly identified by reference to this clause and shall summarize the facts in dispute and TANK CONTRACTOR’s proposal for resolution. 

  

	33.3	PURCHASER shall, within thirty (30) Days of any request by TANK CONTRACTOR, provide a written final determination setting forth the contractual basis for its decision and
defining what Tank Contract adjustments it considers equitable. Upon TANK CONTRACTOR’s written acceptance of PURCHASER’s determination, the Tank Contract will be modified and the determination implemented accordingly or, failing agreement,
PURCHASER may in its sole discretion pay such amounts and/or revise the time for performance of the Work in accordance with PURCHASER’s final determination. 

  

	33.4	If TANK CONTRACTOR does not accept PURCHASER’s final determination, the dispute shall within thirty (30) Days, be referred to senior executives of the Parties who shall
have designated authority to settle the dispute. The Parties shall promptly prepare and exchange memoranda stating the issues in dispute and their respective positions, summarizing the negotiations that have taken place and attaching relevant
documents. 

  

	33.5	The senior executives will meet for negotiations at a mutually agreed time and place. If the dispute has not been resolved within thirty (30) Days of the commencement of such
negotiations, the Parties agree to arbitrate the dispute in accordance with Special Condition 31, titled ARBITRATION. 

 GC-34 TITLE AND
RISK OF LOSS 
  

	34.1	Where TANK CONTRACTOR or any Subcontractors or Subsubcontractors fabricate or purchase equipment, materials or other tangible items (“Goods”) for incorporation into the
Work or any of its separate parts, the title of such Goods shall pass to and be vested in PURCHASER when the first of the following events occurs: 

  

	 	(1)	The Goods or part thereof is first identifiable as being appropriated to the Tank Contract, 

  

	 	(2)	When PURCHASER pays for the Goods or part thereof in accordance with the Tank Contract, or 

  

	 	(3)	When the Goods or part thereof are dispatched to or from TANK CONTRACTOR’s fabrication yard or to the Phase 2 Tank Site. 

  

 Page 27 of 57 

 Similarly, title to all other portions of the Work shall pass to and be vested in PURCHASER when
PURCHASER pays for such Work or part thereof in accordance with the Tank Contract. 
  

	34.2	All Goods for incorporation into the Work or any of its separate parts, shall be segregated within TANK CONTRACTOR’s facilities (except during the fabrication process) and
physically identified by tag or marker as property of PURCHASER and as Phase 2 Project materials that will be incorporated into the Work. 

  

	34.3	TANK CONTRACTOR warrants and guarantees that legal title to and ownership of the Goods and all other Work shall be free and clear of any and all liens, claims, security interests or
other encumbrances arising out of the Work when title thereto passes to PURCHASER, and if any such warranty or guarantee is breached, TANK CONTRACTOR shall have the liability and obligations set forth in General Condition 39, titled INDEMNITY.

  

	34.4	Such transfer of title in the Goods and other Work will be without prejudice of PURCHASER’s right to refuse the Goods and other Work to the extent of TANK CONTRACTOR’s
negligence in case of non-conformity with the Tank Contract Documents. 

  

	34.5	Irrespective of transfer of title in the Work (including Goods), the responsibility and risk of loss with respect to all Work (including all Goods) shall be as follows:

  

	 	(1)	PURCHASER shall add TANK CONTRACTOR as an additional insured on the builder’s “all risk” insurance policy obtained by or on behalf of PURCHASER with respect to the
Phase 2 Project (“Builder’s Risk Insurance”); 

  

	 	(2)	TANK CONTRACTOR shall remain responsible for and have the risk of loss with respect to all Work (including Goods) at the Phase 2 Tank Site for the payment of the deductible on the
Builder’s Risk Insurance, up to Five Hundred Thousand US Dollars (US$500,000) per occurrence (with no aggregate cap), regardless of fault, provided that for damage to or loss of the Work caused by wind or flood, as those terms are defined under
the Builder’s Risk Insurance, TANK CONTRACTOR shall be liable for the deductible up to Two Million US Dollars (US$2,000,000) per occurrence (with no aggregate cap), regardless of fault. If an occurrence under the Builder’s Risk Insurance
damages or causes a loss to the Work and to the work of PURCHASER or PURCHASER’s Contractors on the Phase 2 Site, TANK CONTRACTOR’s liability for payment of the deductible on the Builder’s Risk Insurance shall be computed on a pro
rata basis, subject to the per occurrence caps set forth above. 

  

	 	(3)	Work (including Goods) that originates inside the continental United States while in transit within the continental United States and Work stored at off-site locations within the
continental United States approved in writing by PURCHASER shall be covered by the Builder’s Risk Insurance and shall be subject to the same deductible allocations as set forth in GC-34.5(2). 

  

 Page 28 of 57 

	 	(4)	For Work (including Goods) that originates outside the continental United States, TANK CONTRACTOR shall bear full risk of damage and loss to such Work until such Work is delivered
to the Phase 2 Site or to an off-site storage location within the continental United States approved in writing by PURCHASER. Notwithstanding any provision of GC-34.5(3) to the contrary, TANK CONTRACTOR’s risk of damage and loss under this
Section GC-34.5(4) includes transit to the continental United States and transit within the continental United States until such Work first reaches the Phase 2 Site or a PURCHASER-approved off-site storage location within the continental United
States. 

  

	 	(5)	After RFCD for a Phase 2 Tank, PURCHASER shall be responsible for and have all risk of loss with respect to such Phase 2 Tank, as between PURCHASER and TANK CONTRACTOR.

  

	 	(6)	Notwithstanding anything to the contrary in the foregoing, TANK CONTRACTOR shall remain fully responsible and liable to PURCHASER for its warranty and guarantee obligations under
the Tank Contract. 

  

	 	(7)	With respect to any damage or loss to the Work (including Goods), Contractor shall be entitled to a Change Order adjusting the applicable Target Milestone Date and Tank Contract
Milestone Date if and to the extent permitted under GC-31. 

  

	34.6	TANK CONTRACTOR shall ensure that the above provisions are imposed upon all Major Subcontractors and Major Subsubcontractors, and shall make all commercially reasonable efforts to
ensure that the above provisions are imposed upon all other Subcontractors and Subsubcontractors, and shall execute all documents and take all steps necessary or required by PURCHASER to vest title as PURCHASER may direct. 

 

	34.7	Title to standard Goods of the type usually bought in bulk such as reinforcement bars, piping materials, non-tagged instruments and instrument installation material, cable and
similar items which are not incorporated into the Work shall revert to TANK CONTRACTOR upon agreement by PURCHASER that such Goods are not required for the Work. 

  

	34.8	With respect to any damage to the Phase 1 Facility, Phase 2 Facility (other than the Work) or any other property of PURCHASER (other than the Work) arising out of the performance of
the Work under this Tank Contract, TANK CONTRACTOR shall be responsible and liable to PURCHASER for the deductible under PURCHASER’s or its Affiliates property insurance to the extent such damage results from the negligence of TANK CONTRACTOR
or its Subcontractors or Subsubcontractors, up to Five Hundred Thousand US Dollars (US$500,000) per occurrence (with no aggregate cap). 

  

 Page 29 of 57 

 GC-35 QUALITY ASSURANCE PROGRAM 
  

	35.1	Within thirty (30) Days after Effective Date, TANK CONTRACTOR shall submit a Phase 2 Project Quality Assurance Plan for engineering services and within ninety (90) Days
after the Effective Date for fabrication and construction activities, for approval by PURCHASER. 

  

	35.2	The TANK CONTRACTOR’s Phase 2 Project Quality Assurance Plan shall address all activities relevant to the Work and shall demonstrate how all Work performed by TANK CONTRACTOR
will conform to the Tank Contract requirements. 

  

	35.3	The plan shall address the interfaces between PURCHASER, TANK CONTRACTOR, and other relevant organizational entities. The plan shall include an organization chart showing TANK
CONTRACTOR’s corporate and Phase 2 Project organization responsible for managing, performing and verifying the Work. The organization chart shall be supported with a reporting and functional description of TANK CONTRACTOR’s Phase 2 Project
organization and identification of the quality related responsibilities of key positions. 

  

	35.4	The plan shall be updated as necessary throughout the Tank Contract, to reflect any changes to TANK CONTRACTOR’s documented quality system. 

  

	35.5	TANK CONTRACTOR’s documented quality system shall provide for the issuance of a “Stop Work” order by TANK CONTRACTOR or PURCHASER at any time during the Work, when
significant adverse quality trends and/or deviations from the approved Quality Assurance Plan are found. 

  

	35.6	PURCHASER reserves the right to perform Quality Assurance Audits of TANK CONTRACTOR’s approved Quality Assurance Plan, including Subcontractors and Subsubcontractors, at any
stage of the Work. 

  

	35.7	PURCHASER has outlined basic quality system requirements in Appendix B-1, GENERAL REQUIREMENTS FOR TANK CONTRACTOR QUALITY SYSTEMS. As applicable, TANK CONTRACTOR shall comply with
this Appendix B-1. 

 GC-36 RECORDS AND AUDIT 
  

	36.1	TANK CONTRACTOR shall keep full and detailed books, construction logs, records, daily reports, schedules, accounts, payroll records, receipts, statements, electronic files,
correspondence and other pertinent documents (“Books and Records”) as may be necessary for proper management under this Tank Contract, as required under Applicable Law or this Tank Contract, and in any way relating to this Tank Contract.
TANK CONTRACTOR shall maintain all such Books and Records in accordance with GAAP and shall retain all such Books and Records with respect to each Phase 2 Tank for a minimum period of three (3) years after Final Acceptance for such Phase 2
Tank, or such greater period of time as may be required under Applicable Law. 

  

 Page 30 of 57 

	36.2	Upon reasonable notice, PURCHASER shall have the right to have audited, TANK CONTRACTOR’s Books and Records by PURCHASER’s third party auditors but only to the extent
necessary to validate payments made to TANK CONTRACTOR or invoiced by TANK CONTRACTOR on the basis of time and material rates or cost reimbursable basis. With respect to Work performed on a cost reimbursable basis, such audit rights shall not apply
to the composition of any mark-ups, unit rates, fixed percentages or multipliers included in this Tank Contract. When requested by PURCHASER, TANK CONTRACTOR shall provide PURCHASER’s auditors with reasonable access to all such relevant Books
and Records, and TANK CONTRACTOR’s personnel shall cooperate with such auditors to effectuate the audit or audits hereunder. PURCHASER shall have the right upon consent of TANK CONTRACTOR (such consent not to be unreasonably withheld or
delayed) to have the auditors copy all such Books and Records. TANK CONTRACTOR shall include audit provisions identical to this in all Major Subcontracts and Major Subsubcontracts. No access to Books and Records shall be granted to PURCHASER’s
auditors until such auditors have signed a confidentiality agreement with TANK CONTRACTOR in accordance with the standard practice in the auditing industry for audits of this kind. 

  

	36.3	Within a reasonable period of time following a request by PURCHASER, TANK CONTRACTOR shall provide PURCHASER’s third party auditors with any information (including Books and
Records) regarding quantities and descriptions of any equipment installed on or ordered for the Phase 2 Facility and any other information as PURCHASER’s third party auditors may deem reasonably necessary in connection with the preparation of
PURCHASER’s Tax returns (including information reasonably required to determine the amount of Qualified Research Expenditures incurred in connection with the Work) or other Tax documentation in connection with the Phase 2 Project; provided,
however, if, in connection with such preparation, PURCHASER’s third party auditors request information relating to the actual cost for any item of Work and such item of Work is included in the Tank Contract Price or in any lump sum
Change Order, TANK CONTRACTOR shall provide such information to PURCHASER’s third party auditors as provided herein. No access to the aforementioned information (including Books and Records) shall be granted to PURCHASER’s auditors until
such auditors have signed a confidentiality agreement with PURCHASER in accordance with the standard practice in the auditing industry for audits of this kind. 

  

	36.4	If PURCHASER establishes uniform codes of accounts for the Phase 2 Project, TANK CONTRACTOR shall use such codes in identifying its records and accounts. 

 

	36.5	TANK CONTRACTOR shall not, and shall provide that its Subcontractors and Subsubcontractors and agents or employees of any of them shall not, without PURCHASER’s prior written
approval, (i) pay any commissions or fees, or grant any rebates, to any employee or officer of PURCHASER or their Affiliates, (ii) favor employees or officers of same with gifts or entertainment of a significant cost or value, or
(iii) enter into any business arrangements with employees or officers of same. 

  

 Page 31 of 57 

 GC-37 WARRANTY / DEFECT CORRECTION PERIOD 
  

	37.1	TANK CONTRACTOR warrants that: 

  

	 	(1)	The Work, including all materials and equipment, and each component thereof, shall be new (unless otherwise specified in this Tank Contract) and of good quality;

  

	 	(2)	the Work (including all materials and equipment) shall be in accordance with all of the requirements of this Tank Contract, including in accordance with GECP, Applicable Law and
applicable codes and standards; and 

  

	 	(3)	the Work (including all materials and equipment) shall be free from encumbrances to title. 

  

	37.2	Should the Phase 2 Facility or any part thereof cease operating due solely to Defects or to corrective actions for Defects, the Defect Correction Period shall be extended by an
amount of time equal to the amount of time during which the Phase 2 Facility was not in operation due to such Defects or for the correction of such Defects, subject to the thirty (30) month limitation set forth in GC-37.11.

  

	37.3	TANK CONTRACTOR warrants that the written instructions regarding the use of equipment, including those instructions in operation and maintenance manuals, shall conform to this Tank
Contract and GECP as of the time such instructions are prepared. If any non-conformance with TANK CONTRACTOR’s warranties set forth in this GC-37.3 occurs or is discovered at any time prior to or during the Defect Correction Period, TANK
CONTRACTOR shall, at its sole expense, furnish PURCHASER with corrected instructions. 

  

	37.4	TANK CONTRACTOR shall, without additional cost to PURCHASER, obtain warranties from Major Subcontractors and Major Subsubcontractors that meet or exceed the requirements of this
Tank Contract and make all commercially reasonable steps to obtain warranties from all other Subcontractors and Subsubcontractors that meet or exceed the requirements of this Tank Contract; provided, however, TANK CONTRACTOR shall not in any way be
relieved of its responsibilities and liability to PURCHASER under this Tank Contract, regardless of whether such Subcontractor or Subsubcontractor warranties meet the requirements of this Tank Contract, as TANK CONTRACTOR shall be fully responsible
and liable to PURCHASER for its warranty and correction of Defective Work obligations and liability under this Tank Contract for all Work. All such warranties shall run to the benefit of TANK CONTRACTOR but shall permit TANK CONTRACTOR, prior to
assignment to PURCHASER, the right (upon mutual agreement of the Parties), to authorize PURCHASER to deal with Subcontractor or Subsubcontractor on TANK CONTRACTOR’s behalf. Such warranties, with duly executed instruments assigning the
warranties shall be delivered to PURCHASER concurrent with the end of the Defect Correction Period. This shall not in any way be construed to limit TANK CONTRACTOR’s liability under this Tank Contract for the entire Work or its obligation to
enforce Subcontractor and Subsubcontractor warranties. 

  

 Page 32 of 57 

	37.5	TANK CONTRACTOR’s warranties do not provide a remedy, and TANK CONTRACTOR shall have no liability to PURCHASER, for any damage or defect to the extent caused by:
(i) improper repairs or alterations, misuse, neglect or accident by PURCHASER; (ii) operation, maintenance or use of the Phase 2 Tanks, Work or any component thereof in a manner not in compliance with a material requirement of operation
and maintenance manuals delivered by TANK CONTRACTOR to PURCHASER; (iii) normal wear and tear; (iv) normal corrosion or (v) an event of Force Majeure, to the extent such event of Force Majeure occurs after Provisional Acceptance.

  

	37.6	Prior to RFCD, all Work shall be subject to inspection by PURCHASER at all reasonable times to determine whether the Work conforms to the requirements of this Tank Contract. Upon
PURCHASER giving reasonable prior notice, TANK CONTRACTOR shall furnish PURCHASER with access to all locations where Work is in progress on the Phase 2 Tank Site and at the offices of TANK CONTRACTOR and its Subcontractors and Subsubcontractors.
PURCHASER shall be entitled to provide TANK CONTRACTOR with written notice of any Work that PURCHASER believes does not conform to the requirements of this Tank Contract. If any Work is Defective prior to Provisional Acceptance, then TANK CONTRACTOR
shall, at its own expense, correct such Defective Work. If such Defective Work is on the critical path for the Phase 2 Project or otherwise impacts the Phase 1 Facility or any portion of the Phase 2 Project (other than the Phase 2 Tanks), TANK
CONTRACTOR shall commence the correction of such Defective Work within a reasonable time but in no event later than the earlier of five (5) Business Days after receipt of notice from PURCHASER or TANK CONTRACTOR’s becoming aware of such
Defect, and shall diligently perform and complete the correction of such Defective Work using, as necessary, overtime or shifts and expediting the procurement of materials. If TANK CONTRACTOR fails to commence, perform or complete the correction of
Defective Work as required by this GC-37.6, then PURCHASER, upon providing written notice to TANK CONTRACTOR, may perform such corrective Work and TANK CONTRACTOR shall be liable to PURCHASER for the reasonable costs incurred by PURCHASER in
connection with performing such corrective Work and shall pay PURCHASER within ten (10) Days after receipt of written notice from PURCHASER an amount equal to such costs (or, at PURCHASER’s sole discretion, PURCHASER may withhold or offset
amounts owed to TANK CONTRACTOR). The cost of disassembling, dismantling or making safe finished Work for the purpose of inspection, and reassembling such portions (and any delay associated therewith) shall be borne by (i) TANK CONTRACTOR, if
such Work is found not to conform with the requirements of this Tank Contract, or (ii) by PURCHASER, if such Work is found to conform with the requirements of this Tank Contract. 

  

	37.7	PURCHASER shall provide TANK CONTRACTOR with a list of witness points for all equipment no later than sixty (60) Days after the Effective Date and PURCHASER shall notify TANK
CONTRACTOR which of the witness points it wishes its personnel to witness. TANK CONTRACTOR shall provide PURCHASER with at least fifteen (15) Days prior written notice of the actual scheduled date of each of the tests PURCHASER has indicated it
wishes to witness. TANK CONTRACTOR shall cooperate with PURCHASER if PURCHASER elects to witness any additional tests, and TANK CONTRACTOR acknowledges that PURCHASER shall have the right to witness all tests being performed in connection with the
Work. Witness points or the timing thereof may vary for each tank and shall be re-submitted by PURCHASER for Tank S-106 if PURCHASER exercises Option 1. 

  

 Page 33 of 57 

	37.8	PURCHASER’s right to conduct inspections shall not obligate PURCHASER to do so. Neither the exercise of PURCHASER of any such right, nor any failure on the part of PURCHASER to
discover or reject Defective Work shall be construed to imply an acceptance of such Defective Work or a waiver of such Defect. In addition, PURCHASER’s acceptance of any Work which is later determined to be Defective shall not in any way
relieve TANK CONTRACTOR from its obligations to correct the Work. 

  

	37.9	If, during the Defect Correction Period, any Work or component thereof is found to be Defective, and PURCHASER provides written notice to TANK CONTRACTOR within the Defect
Correction Period regarding such Defect, TANK CONTRACTOR shall, at its sole cost and expense, promptly correct (whether by repair, replacement or otherwise) such Defective Work (the correction of the Defective Work is hereby defined as the
“Corrective Work”). Any such notice from PURCHASER shall state with reasonable specificity the date of occurrence or observation of the alleged defect and the reasons supporting PURCHASER’s belief that TANK CONTRACTOR is responsible
for performing Corrective Work. PURCHASER shall provide TANK CONTRACTOR with access to the Work sufficient to perform its Corrective Work, so long as such access does not unreasonably interfere with operation of the Facility and subject to any
reasonable security or safety requirements of PURCHASER and TANK CONTRACTOR. In the event TANK CONTRACTOR utilizes spare parts owned by PURCHASER in the course of performing the Corrective Work, TANK CONTRACTOR shall supply PURCHASER free of charge
with new spare parts equivalent in quality and quantity to all such spare parts used by TANK CONTRACTOR as soon as possible following the utilization of such spare parts. 

  

	37.10	If TANK CONTRACTOR fails to commence the Corrective Work within a reasonable period of time not to exceed ten (10) Business Days, or does not complete such Corrective Work
promptly (and provided that PURCHASER provides TANK CONTRACTOR access to the Phase 2 Facility), then PURCHASER, upon providing prior written notice to TANK CONTRACTOR, may perform such Corrective Work, and TANK CONTRACTOR shall be liable to
PURCHASER for the reasonable costs incurred by PURCHASER in connection with performing such Corrective Work, and shall pay PURCHASER, within ten (10) Days after receipt of written notice from PURCHASER, an amount equal to such costs (or, at
PURCHASER’s sole discretion, PURCHASER may withhold or offset amounts owed to TANK CONTRACTOR or collect on the Letter of Credit, if applicable, such costs and expenses); provided, however, if Defective Work discovered during the Defect
Correction Period presents an imminent threat to the safety or health of any person and PURCHASER knows of such Defective Work, PURCHASER may perform such Corrective Work in order to correct such Defective Work without giving prior written notice to
TANK CONTRACTOR. In such event, TANK CONTRACTOR shall be liable to PURCHASER for the reasonable costs incurred by PURCHASER in connection with performing such Corrective Work, and shall pay PURCHASER, after receipt of written notice from PURCHASER,
an amount equal to such costs (or, at PURCHASER’s sole discretion, PURCHASER may withhold or offset amounts owed to TANK CONTRACTOR or collect on the Letter of Credit, if applicable, such costs). To the extent any 

  

 Page 34 of 57 

 Corrective Work is performed by or on behalf of PURCHASER, TANK CONTRACTOR’s obligations with
respect to such Defective Work that is corrected by on or behalf of PURCHASER shall be relieved, with the exception of TANK CONTRACTOR’s obligation to pay PURCHASER the reasonable costs incurred by PURCHASER in connection with performing such
Corrective Work. 
  

	37.11	With respect to any Corrective Work performed by TANK CONTRACTOR, the Defect Correction Period for such Corrective Work shall be extended for an additional one (1) year from
the date of the completion of such Corrective Work; provided, however, in no event shall the Defect Correction Period for any Work with respect to a Phase 2 Tank (including Corrective Work) extend beyond thirty (30) months after TANK
CONTRACTOR’s achievement of Provisional Acceptance for such Phase 2 Tank. 

  

	37.12	All Corrective Work shall be performed subject to the same terms and conditions under this Tank Contract as the original Work is required to be performed. In connection with the
Corrective Work, any change to equipment that would alter the requirements of this Tank Contract may be made only with prior written approval of PURCHASER. 

  

	37.13	With respect to the Corrective Work, PURCHASER shall provide TANK CONTRACTOR with access to the Phase 2 Tanks sufficient to perform its Corrective Work under this Tank Contract, so
long as such access does not unreasonably interfere with operation or construction of the Facility and subject to any reasonable security or safety requirements of PURCHASER and TANK CONTRACTOR. TANK CONTRACTOR shall provide at least one
(1) week’s notice to PURCHASER if performance of the Corrective Work will interfere with operation or construction of the Facility, in which case PURCHASER may place reasonable limitations on TANK CONTRACTOR’s access to the Phase 2
Tanks such that performance of the Corrective Work will minimize disruption to the construction or operation of the Facility resulting from performance of such Corrective Work. 

  

	37.14	TANK CONTRACTOR shall not be liable to PURCHASER for any Defective Work discovered after the expiration of the Defect Correction Period (as may be extended pursuant to GC-37.2 and
GC-37.11), except for any liability of TANK CONTRACTOR pursuant to its indemnification, defense and hold harmless obligations under this Tank Contract but such indemnification defense or hold harmless obligations are not warranty obligations under
this section. 

  

	37.15	The Warranties made in this Tank Contract shall be for the benefit of PURCHASER and its successors and permitted assigns and the respective successors and permitted assigns of any
of them, and are fully transferable and assignable. 

  

	37.16	THE EXPRESS WARRANTIES SET FORTH IN THIS TANK CONTRACT ARE EXCLUSIVE AND NO OTHER WARRANTIES OR CONDITIONS SHALL APPLY. THE PARTIES HEREBY DISCLAIM, AND PURCHASER HEREBY WAIVES ANY
AND ALL WARRANTIES IMPLIED UNDER APPLICABLE LAW (INCLUDING THE GOVERNING LAW) INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY AND IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE. 

  

 Page 35 of 57 

 GC-38 BACKCHARGES 
  

	38.1	Upon PURCHASER’s written notice to TANK CONTRACTOR, PURCHASER may, in addition to any other amounts to be retained hereunder, retain from any sums otherwise owing to TANK
CONTRACTOR amounts sufficient to cover the costs of any of the following: 

  

	 	(1)	TANK CONTRACTOR’s failure to comply with any provision of this Tank Contract or TANK CONTRACTOR’s acts or omissions in the performance of any part of this Tank Contract,
including, but not limited to, violation of Applicable Law, including those regarding safety, Hazardous Materials or environmental requirements; 

  

	 	(2)	Correction of Defective or nonconforming Work by redesign, repair, rework, replacement or other appropriate means when TANK CONTRACTOR states, or by its actions indicates, that it
is unable or unwilling to proceed with corrective action in a reasonable time; and/or 

  

	 	(3)	PURCHASER agrees to take or perform or, due to TANK CONTRACTOR’s failure, elects to take action or perform Work for TANK CONTRACTOR, such as cleanup, off-loading or completion
of incomplete Work. 

  

	38.2	PURCHASER may, if no funds are owing to TANK CONTRACTOR, backcharge TANK CONTRACTOR for Work done or cost incurred to remedy these or any other TANK CONTRACTOR defaults, errors,
omissions or failures to perform or observe any part of this Tank Contract. 

  

	38.3	The cost to correct TANK CONTRACTOR’s failure to comply or act as outlined above shall be PURCHASER’s documented costs resulting therefrom. 

  

	38.4	PURCHASER shall separately invoice or deduct from payments otherwise due to TANK CONTRACTOR the costs as provided herein. PURCHASER’s right to backcharge is in addition to any
and all other rights and remedies provided in this Tank Contract or by Applicable Law. Subject to the limitation of liability and waiver of consequential damages provisions contained herein, the performance of backcharge work by PURCHASER shall not
relieve TANK CONTRACTOR of any of its responsibilities under this Tank Contract including but not limited to express warranties, specified standards for quality, contractual liabilities and indemnifications, and meeting the Tank Contract Milestone
Dates. 

 GC-39 INDEMNITY 
  

	39.1	In addition to its indemnification, defense and hold harmless obligations contained elsewhere in this Tank Contract, TANK CONTRACTOR shall indemnify, hold harmless and defend the
PURCHASER Group 

  

 Page 36 of 57 

 from any and all damages, losses, costs and expenses (including all reasonable attorneys’ fees and
litigation or arbitration expenses) to the extent that such damages, losses, costs and expenses result from any of the following: 
  

	 	(1)	failure of TANK CONTRACTOR or its Subcontractors or Subsubcontractors to comply with Applicable Law; provided that this indemnity shall be limited to fines and penalties imposed on
PURCHASER Group and resulting from the failure of TANK CONTRACTOR or its Subcontractors or Subsubcontractors to comply with Applicable Law; 

  

	 	(2)	any and all damages, losses, costs and expenses suffered by a Third Party and resulting from actual or asserted violation or infringement of any domestic or foreign patents,
copyrights or trademarks or other intellectual property owned by a Third Party to the extent that such violation or infringement results from performance of the Work by TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors, or any
improper use of Third Party confidential information or other Third Party proprietary rights that may be attributable to TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors in connection with the Work; 

  

	 	(3)	failure by TANK CONTRACTOR or any Subcontractor or Subsubcontractor to pay Taxes for which such Party or entity is liable; 

  

	 	(4)	failure of TANK CONTRACTOR to make payments to any Subcontractor or Subsubcontractor in accordance with the respective Subcontract or Subsubcontract, but not extending to any
settlement payment made to any Subcontractor or Subsubcontractor against which TANK CONTRACTOR has pending or prospective claims, unless such settlement is made with TANK CONTRACTOR’s consent, except after assumption of such Tank Contract by
PURCHASER in accordance with GC-45.2; or 

  

	 	(5)	personal injury to or death of any Person (other than employees of TANK CONTRACTOR, or any member of the PURCHASER Group, any employees of Management Contractor or any Subcontractor
or Subsubcontractor), and damage to or destruction of property of Third Parties to the extent arising out of or resulting from the negligence in connection with the Work of TANK CONTRACTOR or any Subcontractor or Subsubcontractor or anyone directly
or indirectly employed by them. 

  

	39.2	ADDITIONAL TANK CONTRACTOR INDEMNIFICATION 

  

	39.2.A	NOTWITHSTANDING THE PROVISIONS OF GC-39.1 ABOVE, TANK CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD HARMLESS THE PURCHASER GROUP FROM AND AGAINST ALL
DAMAGES, LOSSES, COSTS AND EXPENSES (INCLUDING ALL REASONABLE ATTORNEYS’ FEES,
AND LITIGATION OR ARBITRATION EXPENSES) ARISING OUT OF OR RESULTING FROM
OR RELATED TO (I) INJURY TO OR DEATH OF EMPLOYEES, OFFICERS OR
DIRECTORS OF ANY MEMBER OF THE TANK CONTRACTOR GROUP OR ANY 

  

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 SUBCONTRACTOR OR SUBSUBCONTRACTOR, UP
TO A MAXIMUM CAP OF ONE MILLION US DOLLARS (US$1,000,000) FOR DAMAGES AND
LOSSES PER OCCURRENCE OR (II) DAMAGE TO OR DESTRUCTION OF PROPERTY
OF ANY MEMBER OF THE TANK CONTRACTOR GROUP OR ANY SUBCONTRACTOR OR SUBSUBCONTRACTOR
OCCURRING PRIOR TO PROVISIONAL ACCEPTANCE, IN EACH OF CASES (I) AND
(II) OCCURRING IN CONNECTION WITH THE PROJECT, REGARDLESS OF THE CAUSE
OF SUCH INJURY, DEATH, DAMAGE OR DESTRUCTION, INCLUDING THE SOLE OR
JOINT NEGLIGENCE, BREACH OF CONTRACT OR OTHER BASIS OF LIABILITY OF
ANY MEMBER OF THE PURCHASER GROUP. 
  

	39.2.B	NOTWITHSTANDING THE PROVISIONS OF GC-39.1 ABOVE, WITH RESPECT
TO ANY INJURY TO OR DEATH OF EMPLOYEES, OFFICERS OR DIRECTORS OF
ANY MEMBER OF THE TANK CONTRACTOR GROUP OR ANY SUBCONTRACTOR OR SUBSUBCONTRACTOR IN
WHICH THE DAMAGES AND LOSSES FROM SUCH INJURY OR DEATH EXCEEDS ONE
MILLION US DOLLARS (US$1,000,000) PER OCCURRENCE, TANK CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE PURCHASER GROUP FROM AND AGAINST ALL DAMAGES, LOSSES, COSTS AND
EXPENSES (INCLUDING ALL REASONABLE ATTORNEYS’ FEES, AND LITIGATION OR ARBITRATION
EXPENSES) ARISING OUT OF OR RESULTING FROM OR RELATED TO
(I) INJURY TO OR DEATH OF EMPLOYEES, OFFICERS OR DIRECTORS OF
ANY MEMBER OF THE TANK CONTRACTOR GROUP OR ANY SUBCONTRACTOR OR SUBSUBCONTRACTOR
EXCEPT TO THE EXTENT OF THE NEGLIGENCE OR TORT LIABILITY OF ANY
MEMBER OF THE PURCHASER GROUP OR ANY PURCHASER CONTRACTOR WITH RESPECT TO SUCH
INJURY OR DEATH. 

  

	39.3	PURCHASER INDEMNIFICATION 

  

	39.3.A	EXCEPT AS OTHERWISE PROVIDED IN GC-34.5 AND GC-34.8, PURCHASER SHALL
DEFEND, INDEMNIFY AND HOLD HARMLESS TANK CONTRACTOR FROM AND AGAINST ALL DAMAGES,
LOSSES, COSTS AND EXPENSES (INCLUDING ALL REASONABLE ATTORNEYS’ FEES, AND
LITIGATION OR ARBITRATION EXPENSES) ARISING OUT OF OR RESULTING FROM OR
RELATED TO (I) INJURY TO OR DEATH OF ANY EMPLOYEES, OFFICERS OR
DIRECTORS OF PURCHASER GROUP UP TO A MAXIMUM CAP OF ONE MILLION US
DOLLARS (US$1,000,000) FOR DAMAGES AND LOSSES PER OCCURRENCE, OR (II) DAMAGE TO
OR DESTRUCTION OF PROPERTY OF PURCHASER GROUP AND DAMAGE TO OR DESTRUCTION
OF THE PHASE 2 TANKS OCCURRING PRIOR TO PROVISIONAL ACCEPTANCE, IN EACH
OF CASES (I) AND (II) OCCURRING IN CONNECTION WITH THE PROJECT,
REGARDLESS OF THE CAUSE OF SUCH INJURY, DEATH, DAMAGE OR DESTRUCTION,
INCLUDING THE SOLE OR JOINT NEGLIGENCE, BREACH OF CONTRACT OR OTHER
BASIS OF LIABILITY OF TANK CONTRACTOR. 

  

	39.3.B	WITH RESPECT TO ANY INJURY TO OR DEATH OF
EMPLOYEES, OFFICERS OR DIRECTORS OF ANY MEMBER OF THE PURCHASER GROUP IN
WHICH THE DAMAGES AND LOSSES FROM SUCH INJURY OR DEATH EXCEEDS ONE
MILLION US DOLLARS (US$1,000,000) PER OCCURRENCE, PURCHASER SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE TANK CONTRACTOR GROUP FROM AND AGAINST ALL DAMAGES, LOSSES, COSTS AND
EXPENSES (INCLUDING ALL REASONABLE ATTORNEYS’ FEES, AND LITIGATION OR ARBITRATION
EXPENSES) ARISING OUT OF OR RESULTING FROM OR RELATED TO
(I) INJURY TO OR DEATH OF EMPLOYEES, OFFICERS OR DIRECTORS OF
ANY MEMBER OF THE PURCHASER GROUP 

  

 Page 38 of 57 

 EXCEPT TO THE EXTENT OF
THE NEGLIGENCE OR TORT LIABILITY OF ANY MEMBER OF THE TANK CONTRACTOR GROUP
OR ANY SUBCONTRACTOR OR SUBSUBCONTRACTOR WITH RESPECT TO SUCH INJURY OR
DEATH. 
  

	39.4	HAZARDOUS MATERIALS INDEMNIFICATION 

 A. TANK CONTRACTOR INDEMNIFICATION OBLIGATIONS. TANK CONTRACTOR SHALL
INDEMNIFY, HOLD HARMLESS AND DEFEND PURCHASER GROUP FROM ANY AND ALL DAMAGES,
LOSSES, COSTS AND EXPENSES (INCLUDING BODILY INJURY, DEATH AND PROPERTY DAMAGE
OR DESTRUCTION AND REASONABLE ATTORNEYS’ FEES AND LITIGATION OR ARBITRATION
EXPENSES) TO THE EXTENT THAT SUCH DAMAGES, LOSSES, COSTS AND EXPENSES
RESULT FROM: 
 1. TANK CONTRACTOR’S OR ANY
SUBCONTRACTOR OR SUBSUBCONTRACTOR’S USE, HANDLING OR DISPOSAL OF HAZARDOUS
MATERIALS BROUGHT ON THE SITE BY TANK CONTRACTOR OR ANY SUBCONTRACTOR OR
SUBSUBCONTRACTOR; 
 2. TANK CONTRACTOR’S OR ANY
SUBCONTRACTOR OR SUBSUBCONTRACTOR’S FAILURE TO STOP WORK IN AN AREA
OF THE SITE CONTAINING PRE-EXISTING HAZARDOUS MATERIALS AFTER TANK CONTRACTOR OR
SUCH SUBCONTRACTOR OR SUBSUBCONTRACTOR KNOWS SUCH AREA CONTAINS HAZARDOUS MATERIALS; 
 3. TANK CONTRACTOR’S OR ANY SUBCONTRACTOR’S OR
SUBSUBCONTRACTOR’S DISREGARD OF PURCHASER’S WRITTEN ADVICE AS TO THE
NATURE AND SPECIFIC LOCATION OF SUCH HAZARDOUS MATERIALS OR INSTRUCTIONS REGARDING
SUCH HAZARDOUS MATERIALS IN PERFORMING WORK IN AREAS THAT CONTAIN OR
MAY CONTAIN HAZARDOUS MATERIALS. 
 B. PURCHASER INDEMNIFICATION
OBLIGATIONS. PURCHASER SHALL INDEMNIFY, HOLD HARMLESS AND DEFEND THE TANK CONTRACTOR FROM ANY
AND ALL DAMAGES, LOSSES, COSTS AND EXPENSES (INCLUDING BODILY INJURY, DEATH
AND PROPERTY DAMAGE OR DESTRUCTION AND REASONABLE ATTORNEYS’ FEES AND
LITIGATION OR ARBITRATION EXPENSES) TO THE EXTENT THAT SUCH DAMAGES, LOSSES,
COSTS AND EXPENSES RESULT FROM: 
 1. ANY
PRE-EXISTING HAZARDOUS MATERIALS AT THE PHASE 2 SITE, BUT EXCLUDING ANY
DAMAGES, LOSSES, COSTS AND EXPENSES RESULTING FROM: (I) TANK CONTRACTOR’S OR
ANY SUBCONTRACTOR OR SUBSUBCONTRACTOR’S FAILURE TO STOP WORK IN AN
AREA OF THE SITE CONTAINING PRE-EXISTING HAZARDOUS MATERIALS AFTER TANK CONTRACTOR
OR SUCH SUBCONTRACTOR OR SUBSUBCONTRACTOR KNOWS SUCH AREA CONTAINS HAZARDOUS
MATERIALS, OR (II) TANK CONTRACTOR’S OR ANY SUBCONTRACTOR’S OR
SUBSUBCONTRACTOR’S DISREGARD OF PURCHASER’S WRITTEN ADVICE AS TO THE
NATURE OR SPECIFIC LOCATION OF SUCH HAZARDOUS MATERIALS OR INSTRUCTIONS REGARDING
SUCH HAZARDOUS MATERIALS IN PERFORMING WORK IN AREAS THAT CONTAIN OR
MAY CONTAIN HAZARDOUS MATERIALS; OR 
  

 Page 39 of 57 

 2. PURCHASER GROUP OR PURCHASER CONTRACTORS
BRINGING ANY HAZARDOUS MATERIALS ON THE PHASE 2 SITE AFTER THE EFFECTIVE
DATE. 
  

	39.5	Should TANK CONTRACTOR or any Subcontractor or Subsubcontractor or any other person, including any construction equipment lessor, acting through or under any of them, file a lien or
other encumbrance against all or any portion of the Work, the Phase 2 Site or the Phase 2 Facility, TANK CONTRACTOR shall, at its sole cost and expense, remove or discharge, by payment, bond or otherwise, such lien or encumbrance within twenty-one
(21) Days of TANK CONTRACTOR’s receipt of written notice from PURCHASER notifying TANK CONTRACTOR of such lien or encumbrance; provided that PURCHASER shall have made payment of all amounts properly due and owing to TANK CONTRACTOR under
this Tank Contract, other than amounts disputed. If TANK CONTRACTOR fails to remove or discharge any such lien or encumbrance within such twenty-one (21) Day period in circumstances where PURCHASER has made payment of all amounts properly due
and owing to TANK CONTRACTOR under this Tank Contract, other than amounts disputed, then PURCHASER may, in its sole discretion and in addition to any other rights that it has under this Tank Contract, remove or discharge such lien and encumbrance
using whatever means that PURCHASER, in its sole discretion, deems appropriate, including the payment of settlement amounts that it determines in its sole discretion as being necessary to remove or discharge such lien or encumbrance. In such
circumstance, TANK CONTRACTOR shall be liable to PURCHASER for all damages, costs, losses and expenses (including all reasonable attorneys’ fees, consultant fees and arbitration expenses, and settlement payments) incurred by PURCHASER arising
out of or relating to such removal or discharge. All such damages, costs, losses and expenses shall be paid by TANK CONTRACTOR no later than thirty (30) Days after receipt of each invoice from PURCHASER. 

  

	39.6	Not later than fifteen (15) Days after receipt of written notice from the Indemnified Party to the Indemnifying Party of any claims, demands, actions or causes of action
asserted against such Indemnified Party for which the Indemnifying Party has indemnification, defense and hold harmless obligations under this Tank Contract, whether such claim, demand, action or cause of action is asserted in a legal, judicial,
arbitral or administrative proceeding or action or by notice without institution of such legal, judicial, arbitral or administrative proceeding or action, the Indemnifying Party shall affirm in writing by notice to such Indemnified Party that the
Indemnifying Party will indemnify, defend and hold harmless such Indemnified Party and shall, at the Indemnifying Party’s own cost and expense, assume on behalf of the Indemnified Party and conduct with due diligence and in good faith the
defense thereof with counsel selected by the Indemnifying Party and reasonably satisfactory to such Indemnified Party; provided, however, that such Indemnified Party shall have the right to be represented therein by advisory counsel of its own
selection, and at its own expense; and provided further that if the defendants in any such action or proceeding include the Indemnifying Party and an Indemnified Party and the Indemnified Party shall have 

  

 Page 40 of 57 

 reasonably concluded that there may be legal defenses available to it which are different from or
additional to, or inconsistent with, those available to the Indemnifying Party, such Indemnified Party shall have the right to select up to one separate counsel to participate in the defense of such action or proceeding on its own behalf at the
reasonable expense of the Indemnifying Party. In the event of the failure of the Indemnifying Party to perform fully in accordance with the defense obligations under this GC-39.6, such Indemnified Party may, at its option, and without relieving the
Indemnifying Party of its obligations hereunder, so perform, but all damages, costs and expenses (including all reasonable attorneys’ fees, and litigation or arbitration expenses, settlement payments and judgments) so incurred by such
Indemnified Party in that event shall be reimbursed by the Indemnifying Party to such Indemnified Party, together with reasonable interest on same from the date any such cost and expense was paid by such Indemnified Party until reimbursed by the
Indemnifying Party. 
  

	39.7	Except as otherwise set forth in GC-39.2.A and GC-39.3.A above, the indemnity, defense and hold harmless obligations for personal injury or death or property damage under this Tank
Contract shall apply regardless of whether the Indemnified Party was concurrently negligent (whether actively or passively), it being agreed by the Parties that in this event, the Parties’ respective liability or responsibility for such
damages, losses, costs and expenses under this Article shall be determined in accordance with principles of comparative negligence. 

  

	39.8	PURCHASER and TANK CONTRACTOR agree that the Louisiana Oilfield Anti-indemnity Act, LA. Rev. Stat. § 9:2780, et. seq., is inapplicable to this Tank Contract and the
performance of the Work. Application of these code sections to this Tank Contract would be contrary to the intent of the Parties, and each Party hereby irrevocably waives any contention that these code sections are applicable to this Tank Contract
or the Work. In addition, it is the intent of the Parties in the event that the aforementioned act were to apply to this Tank Contract that each Party shall provide insurance to cover the losses contemplated by such code sections and assumed by each
such Party under the indemnification provisions of this Tank Contract, and TANK CONTRACTOR agrees that the Tank Contract Price (as may be adjusted by Change Order in accordance with General Condition 32, titled CHANGES), compensates TANK CONTRACTOR
for the cost of premiums for the insurance provided by it under this Tank Contract. The Parties agree that each Party’s agreement to support their indemnification obligations by insurance shall in no respect impair their indemnification
obligations. 

  

	39.9	In the event that any indemnity provisions in this Tank Contract are contrary to the law governing this Tank Contract, then the indemnity obligations applicable hereunder shall be
applied to the maximum extent allowed by Applicable Law. 

  

	39.10	TANK CONTRACTOR specifically waives any immunity provided against its indemnity obligations in this Tank Contract by any industrial insurance or workers’ compensation statute.

  

 Page 41 of 57 

 GC-40 PATENT AND INTELLECTUAL PROPERTY INDEMNITY 
  

	40.1	TANK CONTRACTOR hereby indemnifies and shall defend and hold harmless PURCHASER Group from and against any and all claims, actions, losses, damages, and expenses, including
attorney’s fees, arising from any claim, whether rightful or otherwise, that any concept, product, design, equipment, material, process, copyrighted material or confidential information, or any part thereof, furnished by TANK CONTRACTOR under
this Tank Contract constitutes an infringement of any patent or copyrighted material or a theft of trade secrets. If use of any part of such concept, product, design, equipment, material, process, copyrighted material or confidential information is
limited or prohibited, TANK CONTRACTOR shall, at its sole expense, procure the necessary licenses to use the infringing or a modified but non-infringing concept, product, design, equipment, material, process, copyrighted material or confidential
information or, with PURCHASER’s prior written approval, replace it with substantially equal but non-infringing concepts, products, designs, equipment, materials, processes, copyrighted material or confidential information; provided, however,

  

	 	(1)	That any such substituted or modified concepts, products, designs, equipment, material, processes, copyrighted material or confidential information shall meet all the requirements
and be subject to all the provisions of this Tank Contract; and 

  

	 	(2)	That such replacement or modification shall not modify or relieve TANK CONTRACTOR of its obligations under this Tank Contract. 

  

	40.2	In the event that any violation or infringement for which TANK CONTRACTOR is responsible to indemnify the PURCHASER Group as set forth in GC-39.1 and 40.1 above results in any suit,
claim, temporary restraining order or preliminary injunction TANK CONTRACTOR shall, in addition to its obligations under GC-39 and GC-40.1, make every reasonable effort, by giving a satisfactory bond or otherwise, to secure the suspension of the
injunction or restraining order. If, in any such suit or claim, the Work, the Phase 2 Tanks, or any part, combination or process thereof, is held to constitute an infringement and its use is preliminarily or permanently enjoined, TANK CONTRACTOR
shall promptly make every reasonable effort to secure for PURCHASER a license, at no cost to PURCHASER, authorizing continued use of the infringing Work. If TANK CONTRACTOR is unable to secure such a license within a reasonable time, TANK CONTRACTOR
shall, at its own expense and without impairing performance requirements, either replace the affected Work, in whole or part, with non-infringing components or parts or modify the same so that they become non-infringing. 

  

	40.3	The foregoing obligation in GC-40.1 shall not apply to concepts, products, designs, equipment, materials, processes, copyrighted materials or confidential information that
(i) are ancillary to the core design of the Phase 2 Tanks; (ii) were not, in whole or in part, developed, created or modified by TANK CONTRACTOR; (iii) were provided in writing to TANK CONTRACTOR by PURCHASER; and (iv) are listed
in Exhibit E or Exhibit F and apply to the following items: 

  

 Page 42 of 57 

 Paint specification 
 Pipe material specification 
 P&IDs 
 Electrical Wiring 
 Low Voltage Wiring

 Ladder details 
 Stair details

 Submerged Loading Pump Specification 
 Dry Chemical System 
 Gas Detector System 
 Control Valves 
 provided that if and to the extent TANK CONTRACTOR enters into any Subcontract or Subsubcontract for
the performance of Work based on the designs, specifications or documents listed above; or through the use of licensed subcontractors and vendors or the payment of the proper license fees or royalties, TANK CONTRACTOR could have procured concepts,
products, designs, equipment, materials, processes, copyrighted materials or confidential information that did not infringe or violate any Third Party IP; TANK CONTRACTOR’s obligations under GC-40.1 remain intact and the exceptions set forth in
this GC-40.3 shall not apply. 
 GC-41 RIGHT TO WORK PRODUCT 
  

	41.1	PURCHASER shall have, and TANK CONTRACTOR hereby grants PURCHASER a permanent, non-exclusive, royalty-free license to use on the Project or any other project of PURCHASER or any of
its Affiliates, including without limitation Creole Trail LNG, LP and Corpus Christi LNG, LP, any concept, product, process (patentable or otherwise), copyrighted material (including without limitation documents, specifications, calculations, maps,
sketches, notes, reports, data, models, samples, drawings, designs, and electronic software), and confidential information (i) owned by TANK CONTRACTOR or any Subcontractor or Subsubcontractor upon commencement of the Work under this Tank
Contract and used by TANK CONTRACTOR or any Subcontractor or Subsubcontractor in connection with the Project or (ii) furnished or supplied to PURCHASER by, or developed by, TANK CONTRACTOR or any Subcontractor or Subsubcontractor in the course
of performance under this Tank Contract in connection 

  

 Page 43 of 57 

 with the Project (collectively the “Work Product”). The foregoing license shall be assignable
only to Affiliates of PURCHASER, and the license shall include the right of contractors and subcontractors to use the Work Product on projects of PURCHASER and its Affiliates. Notwithstanding the foregoing, with respect to any construction means and
methods processes patented or copyrighted by Zachry, PURCHASER’s license to use such Work Product is limited to the Project only. 
  

	41.2	TANK CONTRACTOR shall identify portions of the Work Product, which contain Third Party Proprietary Work Product for which PURCHASER shall need to obtain permission from the
appropriate owners of such Third Party Proprietary Work Product for use by PURCHASER on projects other than the Project. Notwithstanding anything to the contrary in this Tank Contract, no license is granted to PURCHASER with respect to the use of
any TANK CONTRACTOR proprietary software or computer systems. With respect to any Third Party Proprietary Work Product that is included in the Work Product, PURCHASER has the same rights as any other Work Product for use on the Project. “Third
Party Proprietary Work Product” is intellectual property rights previously owned or developed by TANK CONTRACTOR’s Subcontractors or Subsubcontractors outside this Tank Contract or the Subcontracts or Subsubcontracts.

  

	41.3	All Work Product, and all copies thereof, shall be returned or delivered to PURCHASER upon the earlier of expiration of the Defect Correction Period and termination of this Tank
Contract, except that (i) TANK CONTRACTOR may, subject to its confidentiality obligations set forth in General Condition 43, titled NONDISCLOSURE, retain one record set of the Work Product and may use and modify such Work Product, and
(ii) Subcontractors and Subsubcontractors may retain any Work Product generated by them so long as PURCHASER has been provided the following copies of such Work Product: six (6) hard copies; two (2) reproducible Drawings, where
applicable; and two (2) sets each of fully editable and operable native and .pdf files of documents on CD for all such drawings and specifications. 

  

	41.4	All written materials, plans, drafts, specifications, computer files or other documents (if any) prepared or furnished by PURCHASER or any of PURCHASER’s other consultants or
contractors shall at all times remain the property of PURCHASER, and TANK CONTRACTOR shall not make use of any such documents or other media for any other project or for any other purpose than as set forth herein. All such documents and other media,
including all copies thereof, shall be returned to PURCHASER upon the earlier of expiration of the Defect Correction Period and termination of this Tank Contract, except that TANK CONTRACTOR may, subject to its confidentiality obligations as set
forth in GC-43, retain one record set of such documents or other media. 

  

	41.5	In addition, PURCHASER and its Affiliates shall be entitled to modify the Work Product, including TANK CONTRACTOR’s intellectual property which may be imbedded in the Work
Product in connection with the Project, provided that PURCHASER or its Affiliates shall first remove, or cause to be removed, all references to TANK CONTRACTOR from the Work Product and TANK CONTRACTOR’s intellectual property imbedded in the
Work Product. PURCHASER shall defend, indemnify and hold TANK CONTRACTOR harmless from and against all damages, losses, costs and expenses (including all reasonable attorneys’ fees and litigation or arbitration expenses) incurred by TANK
CONTRACTOR and caused by any modifications to the Work Product or TANK CONTRACTOR’s intellectual property. 

  

 Page 44 of 57 

	41.6	If PURCHASER or its Affiliates uses the Work Product on any other project on which neither Diamond (or any of its Affiliates), nor Zachry (or its Affiliates), is a contractor or
subcontractor with respect to the design or construction of a LNG tank, then PURCHASER shall indemnify and hold harmless TANK CONTRACTOR with respect to any claims made by third parties for failure of performance, personal injury or property damage
due to or with respect to PURCHASER’s use of the Work Product on such other project. Before using any Work Product on another project as provided above, PURCHASER will remove from such Work Product any reference to TANK CONTRACTOR.

 GC-42 ASSIGNMENTS AND SUBCONTRACTS 
  

	42.1	Any TANK CONTRACTOR assignment of this Tank Contract or rights hereunder, in whole or part, without the prior written consent of PURCHASER shall be void. 

 

	42.2	TANK CONTRACTOR shall not subcontract with any Person for the performance of all or any portion of the Work without the advance written approval of PURCHASER. All Subcontracts and
Subsubcontracts, except with Vendors, must include provisions to secure all rights and remedies of PURCHASER provided under this Tank Contract, and must impose upon the Subcontractors and Subsubcontractors all of the duties and obligations required
to fulfill this Tank Contract. With respect to Vendors, TANK CONTRACTOR must use commercially reasonable efforts to ensure that all Subcontracts and Subsubcontracts with Vendors include provisions to secure all rights and remedies of PURCHASER
provided under this Tank Contract, and impose upon the Subcontractors and Subsubcontractors all of the duties and obligations required to fulfill this Tank Contract, and in any event, all Subcontracts and Subsubcontracts with Vendors must contain
provisions to ensure PURCHASER’s rights and remedies under this Tank Contract with respect to General Conditions 13, 14, 28, 34, 35, 36, 37, 39, 40, 41 and 43, and Special Conditions 2, 7, 11, 12, 28, 34, 35, 36, 42, and 43.

  

	42.3	All Subcontracts and Subsubcontracts shall, so far as reasonably practicable, be consistent with the terms or provisions of this Tank Contract. No Subcontractor or Subsubcontractor
is intended to be or shall be deemed a third-party beneficiary of this Tank Contract. 

  

	42.4	TANK CONTRACTOR shall (i) notify PURCHASER of any proposed Major Subcontractor or Major Subsubcontractor as soon as reasonably practicable during the selection process and
furnish to PURCHASER all information reasonably requested with respect to TANK CONTRACTOR’s selection criteria, and (ii) notify PURCHASER no less than ten (10) Business Days prior to the execution of a Major Subcontract or Major
Subsubcontract with a Major Subcontractor or Major Subsubcontractor. PURCHASER shall have the discretion, not to be unreasonably exercised, to reject any proposed Major Subcontractor or Major Subsubcontractor for a Major Subcontract or
Subsubcontract. TANK CONTRACTOR shall not enter into any Major Subcontract or Subsubcontract with a proposed Major 

  

 Page 45 of 57 

 Subcontractor or Major Subsubcontractor that is rejected by PURCHASER in accordance with the preceding
sentence. PURCHASER shall undertake in good faith to review the information provided by TANK CONTRACTOR, expeditiously and shall notify TANK CONTRACTOR of its decision to accept or reject a proposed Major Subcontractor or Major Subsubcontractor as
soon as practicable after such decision is made. Failure of PURCHASER to accept or reject a proposed Major Subcontractor or Major Subsubcontractor within twenty (20) Business Days shall be deemed to be an acceptance of such Major Subcontractor
or Major Subsubcontractor, but PURCHASER’s acceptance of a proposed Major Subcontractor or Major Subsubcontractor shall in no way relieve TANK CONTRACTOR of its responsibility for performing the Work in compliance with this Tank Contract.

  

	42.5	For any Subcontractor or Subsubcontractor having a Subcontract or Subsubcontract value in excess of One Million U.S. Dollars (US $1,000,000), TANK CONTRACTOR shall, within fifteen
(15) Business Days after the execution of any such Subcontract or Subsubcontract, notify PURCHASER in writing of the selection of such Subcontractor or Subsubcontractor and inform PURCHASER generally what portion of the Work such Subcontractor
or Subsubcontractor is performing. 

  

	42.6	Within ten (10) Days of PURCHASER’s request, TANK CONTRACTOR shall furnish PURCHASER with a copy of any Subcontract or Subsubcontract, excluding provisions regarding
pricing, discount or credit information, payment terms, payment schedules, retention, performance security, bid or proposal data, and any other information which TANK CONTRACTOR or any Subcontractor or Subsubcontractor reasonably considers to be
commercially sensitive information. 

  

	42.7	In addition to the requirements above and without in any way relieving TANK CONTRACTOR of its full responsibility to PURCHASER for the acts and omissions of Subcontractors and
Subsubcontractors, each Major Subcontract and Major Subsubcontract shall contain the following provisions: 

 “This
Subcontract [Subsubcontract] and any subcontract between Subcontractor [Subsubcontractor] and any of its lower-tier subcontractors may be assigned to PURCHASER without the consent of Subcontractor [Subsubcontractor] or any of its lower-tier
subcontractors provided, however, with respect to each construction equipment rental or lease agreement, Subcontractor [Subsubcontractor] shall only be obligated to use its best efforts to include a provision that such agreement may be assigned to
PURCHASER without the consent of the respective construction equipment lessor; and so far as reasonably practicable, the Subcontractor [Subsubcontractor] shall comply with all requirements and obligations of TANK CONTRACTOR to PURCHASER under their
agreement, as such requirements and obligations are applicable to the performance of the Work under the respective Subcontract [Subsubcontract].” 
  

	42.8	PURCHASER may, for the purpose of providing collateral, assign, pledge and/or grant a security interest in this Tank Contract to any Lender without TANK CONTRACTOR’s consent.
When duly assigned in accordance with the foregoing, this Tank Contract shall be binding upon and shall inure to the benefit of the assignee; provided that any assignment by PURCHASER pursuant to this GC-42.8 shall not relieve PURCHASER of any of
its obligations or liabilities under this Tank Contract. 

  

 Page 46 of 57 

	42.9	PURCHASER may assign this Tank Contract to any of its Affiliates by providing written notice to TANK CONTRACTOR. When duly assigned in accordance with the foregoing, this Tank
Contract shall be binding upon and shall inure to the benefit of the assignee, and all obligations of PURCHASER shall become obligations of the assignee. Except as provided above and in GC-42.8, neither party may assign this Tank Contract to another
party without prior written consent of the other Party hereto. When duly assigned in accordance with the foregoing, this Tank Contract shall be binding upon and shall inure to the benefit of the assignee, and all obligations of the assigning party
shall become obligations of the assignee. No such assignment shall relieve the other Party of any of its obligations or liabilities under this Tank Contract, unless consent in writing to such assignment has been provided. 

 

	42.10	Any assignment not in accordance with this Article shall be void and without force or effect, and any attempt to assign this Tank Contract in violation of this provision shall grant
the non-assigning Party the right, but not the obligation, to terminate this Tank Contract at its option for default. 

  

	42.11	Any assignment by TANK CONTRACTOR shall not relieve TANK CONTRACTOR of any of its obligations or liabilities under this Tank Contract. 

  

	42.12	This Tank Contract shall be binding upon the Parties hereto, their successors and permitted assigns. 

  

	42.13	If the Tank Contract is assigned by PURCHASER, the term “PURCHASER Group” shall nevertheless include (i) Sabine Pass LNG, L.P. and its parent, Lender and each of
their respective Affiliates and (ii) the respective directors, officers, agents, employees and representatives of each Person specified in clause (i) above. 

 GC-43 NONDISCLOSURE 
  

	43.1	Subject to GC-43.4, TANK CONTRACTOR agrees not to divulge to any Persons, without the written consent of PURCHASER, any information obtained from or through PURCHASER or its
Affiliates in connection with the performance of this Tank Contract unless; 

  

	 	(1)	The information is known to TANK CONTRACTOR prior to obtaining the same from PURCHASER; 

  

	 	(2)	The information is, at the time of disclosure by TANK CONTRACTOR, then in the public domain; or 

  

	 	(3)	The information is obtained by TANK CONTRACTOR from a Third Party who did not receive same, directly or indirectly from PURCHASER and who has no obligation of secrecy with respect
thereto. 

  

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	43.2	Subject to GC-43.4, TANK CONTRACTOR further agrees that it will not, without the prior written consent of PURCHASER, disclose to any Person any information developed or obtained by
TANK CONTRACTOR in the performance of this Tank Contract except to the extent that such information falls within one of the categories described in (1) through (3) of GC-43.1 above. 

  

	43.3	If so requested by PURCHASER, TANK CONTRACTOR further agrees to require its employees to execute a nondisclosure agreement prior to performing any Work under this Tank Contract.

  

	43.4	Prior to disclosing any information that is covered by the confidentiality obligations in this GC-43 to any Subcontractor or Subsubcontractor as necessary to perform the Work, TANK
CONTRACTOR shall bind such Subcontractor or Subsubcontractor to the confidentiality obligations contained in GC-43. Nothing in GC-43 or this Tank Contract shall in any way prohibit TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors
from making commercial or other use of, selling, or disclosing any of their respective intellectual property owned prior to the Effective Date (including any Third Party Proprietary Work Product). 

  

	43.5	The Parties acknowledge that in the event of a breach of any of the terms contained in GC-43, PURCHASER would suffer irreparable harm for which remedies at law, including damages,
would be inadequate, and that PURCHASER shall be entitled to seek equitable relief therefor by injunction, without the requirement of posting a bond. 

  

	43.6	The confidentiality obligations of GC-43 shall expire upon the earlier of a period of ten (10) years following (i) the termination of this Tank Contract or (ii) Final
Acceptance of the last of the Phase 2 Tanks. 

 GC-44 SUSPENSION 
  

	44.1	PURCHASER may by written notice to TANK CONTRACTOR, suspend at any time the performance of all or any portion of the Work to be performed under the Tank Contract. Upon receipt of
such notice, TANK CONTRACTOR shall, unless the notice requires otherwise: 

  

	 	(1)	Immediately discontinue Work on the date and to the extent specified in the notice; 

  

	 	(2)	Place no further orders or subcontracts for material, services, or facilities with respect to suspended Work other than to the extent required in the notice;

  

	 	(3)	Promptly make every reasonable effort to obtain suspension upon terms satisfactory to PURCHASER of all orders, Subcontracts, Subsubcontracts and rental agreements to the extent they
relate to performance of suspended Work; 

  

	 	(4)	Continue to protect and maintain the Work including those portions on which Work has been suspended; and 

  

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	 	(5)	Take any other reasonable steps to minimize costs associated with such suspension. 

 PURCHASER shall give TANK CONTRACTOR instructions during suspension whether to maintain its staff and labor on or near the Phase 2 Tank Site and otherwise be ready to proceed expeditiously with the Work as soon as
reasonably practicable after receipt of PURCHASER’s further instructions. Unless otherwise instructed by PURCHASER, TANK CONTRACTOR shall during any such suspension maintain its staff and labor on or near the Phase 2 Tank Site and otherwise be
ready to proceed expeditiously with the Work as soon as reasonably practicable after receipt of PURCHASER’s further instructions. 
  

	44.2	Upon receipt of notice to resume suspended Work, TANK CONTRACTOR shall immediately resume performance under this Tank Contract to the extent required in the notice.

  

	44.3	If TANK CONTRACTOR intends to assert a claim for equitable adjustment under this clause it must, pursuant to General Condition 32, titled CHANGES and within ten (10) Days after
receipt of notice to resume Work, submit the required written notification of claim and within twenty (20) Days thereafter its written proposal setting forth the impact of such claim. This GC-44.3 shall not apply in the event a suspension is
ordered by PURCHASER due to a Force Majeure event. 

  

	44.4	In no event shall TANK CONTRACTOR be entitled to any additional profits or damages due to such suspension. 

 GC-45 TERMINATION FOR DEFAULT 
  

	45.1	Notwithstanding any other provisions of this Tank Contract, TANK CONTRACTOR shall be considered in default of its contractual obligations under this Tank Contract if it:

  

	 	(1)	Performs Work which fails materially to conform to the requirements of this Tank Contract; 

  

	 	(2)	Fails to make progress according to the agreed-upon Tank Contract Schedule so as to endanger performance of this Tank Contract; 

  

	 	(3)	Abandons or refuses to proceed with any of the Work, including modifications directed pursuant to General Condition 32, titled CHANGES; 

  

	 	(4)	Fails to fulfill or comply with any of the other material terms of this Tank Contract; 

  

	 	(5)	Fails to commence the Work in accordance with the provisions of this Tank Contract; 

  

	 	(6)	Abandons the Work; 

  

	 	(7)	Fails to maintain insurance required under this Tank Contract; 

  

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	 	(8)	Materially disregards Applicable Law or applicable standards and codes; 

  

	 	(9)	Engages in behavior that is dishonest, fraudulent or constitutes a conflict with TANK CONTRACTOR’s obligations under this Tank Contract; or if 

  

	 	(10)	TANK CONTRACTOR suffers an Insolvency Event or makes a general assignment for the benefit of creditors. 

  

	45.2	Upon the occurrence of any of the foregoing, PURCHASER may notify TANK CONTRACTOR in writing that TANK CONTRACTOR is in default of this Tank Contract, and such notice shall include
a general description of the nature of TANK CONTRACTOR’s default. With respect to any default in GC-45.1(1) – (9), 

  

	 	(i)	if TANK CONTRACTOR does not cure any such default within thirty (30) Days after receipt of notification of such default, or 

  

	 	(ii)	if such default cannot be cured within such thirty (30) Day period through the diligent exercise of all commercially practicable efforts and TANK CONTRACTOR either fails to
diligently exercise all commercially practicable efforts to cure such condition or fails to cure such condition within ninety (90) Days after receipt of such notification of such default, 

 PURCHASER may, by written notice to TANK CONTRACTOR and without notice to TANK CONTRACTOR’s sureties, if any, terminate in whole or in part this Tank
Contract, and PURCHASER may prosecute the Work to completion by contract or by any other method deemed expedient. If TANK CONTRACTOR’s default is due to an Insolvency Event as addressed in subsection (10) above in clause GC-45.1, PURCHASER
may, by written notice to TANK CONTRACTOR and without notice to TANK CONTRACTOR’s sureties, if any, immediately terminate in whole or in part this Tank Contract, and PURCHASER may prosecute the Work to completion by contract or by any other
method deemed expedient. In addition, upon the occurrence of any default by TANK CONTRACTOR, after the expiration of the applicable cure period provided above, PURCHASER may take possession of and utilize any data, designs, Work Product, licenses,
materials, equipment, and tools furnished by TANK CONTRACTOR or Subcontractors or Subsubcontractors and necessary to complete the Work, hire any or all of TANK CONTRACTOR’s employees and take assignment of any or all of the Subcontracts and
Subsubcontracts. TANK CONTRACTOR’s construction equipment and tools shall be returned upon completion of the Work, except to the extent title to such construction equipment and tools passed to PURCHASER under General Condition 34, titled TITLE
AND RISK OF LOSS. Notwithstanding the foregoing, PURCHASER shall not be entitled to terminate TANK CONTRACTOR for delay in achieving Mechanical Completion for a Phase 2 Tank during the first three (3) months after the Tank Contract Milestone
Date for such Phase 2 Tank; provided that PURCHASER shall be entitled to terminate TANK CONTRACTOR prior to the expiration of such three (3) month period if (i) TANK CONTRACTOR is not paying to PURCHASER when owed Liquidated Damages
during such three (3) month period or TANK 
  

 Page 50 of 57 

 CONTRACTOR is not diligently performing the Work and (ii) PURCHASER is otherwise entitled to
terminate TANK CONTRACTOR under this GC-45.2. In addition, PURCHASER shall not be entitled to terminate TANK CONTRACTOR for anticipatory delay in achieving Mechanical Completion with respect to a Phase 2 Tank unless, based on the current progress of
the Work, TANK CONTRACTOR is projected to achieve Mechanical Completion for such Phase 2 Tank three (3) months or more beyond the Tank Contract Milestone Date for such Phase 2 Tank, provided that PURCHASER shall be entitled to terminate
TANK CONTRACTOR at any time if TANK CONTRACTOR is not diligently performing the Work and PURCHASER is otherwise entitled to terminate TANK CONTRACTOR under this GC-45.2. 
  

	45.3	Notwithstanding the preceding subclauses, PURCHASER may immediately terminate this Tank Contract for default if TANK CONTRACTOR’s breach of its material contractual obligations
is considered not curable or for failure to cure material safety violations after written notice by PURCHASER. 

  

	45.4	TANK CONTRACTOR shall be liable for all costs in excess of the Tank Contract Price for such terminated Work reasonably and necessarily incurred in the completion of the Work,
including acceleration in order to attempt to achieve the Tank Contract Milestone Dates for each Phase 2 Tank, or to attempt to make-up for or reduce delay caused by TANK CONTRACTOR; attorneys’ fees; consultant fees and cost of administration
of any purchase order or subcontract awarded to others for completion; subject to the limitation of liability and waiver of consequential damages provisions of this Tank Contract. 

  

	45.5	In addition to the amounts recoverable GC-45.4, PURCHASER shall be entitled to recover Liquidated Damages owed by TANK CONTRACTOR to PURCHASER under this Tank Contract up to the
date of termination. The damages recoverable under GC-45.4 and this GC-45.5 are the sole and exclusive delay-related damages that PURCHASER may recover from TANK CONTRACTOR in the event of a termination for default. 

  

	45.6	Upon termination for default, TANK CONTRACTOR shall: 

  

	 	(1)	Immediately discontinue Work on the date and to the extent specified in the notice and place no further Subcontracts to the extent that they relate to the performance of the
terminated Work; 

  

	 	(2)	Upon PURCHASER’s written instructions, either promptly obtain cancellation upon terms satisfactory to PURCHASER of all Subcontracts, Subsubcontracts, and any other agreements
existing for performance of the terminated Work or assign those agreements as directed by PURCHASER or assign such agreements to PURCHASER in accordance with GC-45.2 above; 

  

	 	(3)	Cooperate with PURCHASER in the transfer of data, designs, licenses and information and disposition of Work in progress so as to mitigate damages; 

  

	 	(5)	Comply with other reasonable requests from PURCHASER regarding the terminated Work; and 

  

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	 	(6)	Continue to perform in accordance with all of the terms and conditions of this Tank Contract such portion of the Work that is not terminated. 

  

	45.7	If, after termination pursuant to this clause, it is determined for any reason that TANK CONTRACTOR was not in default, the rights and obligations of the Parties shall be the same
as if the notice of termination had been issued pursuant to General Condition 46, titled OPTIONAL TERMINATION. 

  

	45.8	Notwithstanding any other provisions of this Tank Contract, PURCHASER shall be considered in default of its contractual obligations under this Tank Contract, if it fails to make any
payment of any undisputed amount to TANK CONTRACTOR as required by the Tank Contract. 

  

	 	(1)	If PURCHASER fails to pay any undisputed amount due and owing to TANK CONTRACTOR and such failure continues for more than thirty (30) Days after the due date for such payment,
then TANK CONTRACTOR may suspend performance of the Work until TANK CONTRACTOR receives such undisputed amounts. Prior to any such suspension, TANK CONTRACTOR shall provide PURCHASER with at least fourteen (14) Days’ prior notice of its
intent to suspend performance of the Work. TANK CONTRACTOR shall be entitled to a Change Order on account of any suspension in accordance with this section. 

  

	 	(2)	If PURCHASER does not cure such failure within 30 Days after receipt of the notification in GC-45.8(1), or fails to provide satisfactory evidence that such default will be corrected
within 90 Days, TANK CONTRACTOR may, by written notice to PURCHASER, terminate in whole or in part this Tank Contract. This termination remedy does not limit any other rights or remedies available to TANK CONTRACTOR under this Tank Contract.

 GC-46 OPTIONAL TERMINATION 
  

	46.1	PURCHASER may, at its option, terminate for convenience any of the Work under this Tank Contract in whole or in part, at any time, or from time to time, by written notice to TANK
CONTRACTOR. Such notice shall specify the extent to which the performance of the Work is terminated and the effective date of such termination. Upon receipt of such notice TANK CONTRACTOR shall: 

  

	 	(1)	Immediately discontinue the Work on the date and to the extent specified in the notice and not enter into or place any further Subcontracts or Subsubcontracts other than as may be
required for completion of such portion of the Work that is not terminated; 

  

	 	(2)	Promptly obtain assignment or cancellation upon terms satisfactory to PURCHASER of all Subcontracts and Subsubcontracts existing for the performance of the terminated Work or assign
those agreements as directed by PURCHASER; 

  

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	 	(3)	Assist PURCHASER in the maintenance, protection, and disposition of Work in progress, plant, tools, equipment, property, and materials acquired by TANK CONTRACTOR or furnished by
PURCHASER under this Tank Contract; and 

  

	 	(4)	Complete performance of such portion of the Work that is not terminated. 

  

	46.2	Upon any such termination, TANK CONTRACTOR shall waive any claims for damages, including loss of anticipated profits on account thereof (except as provided in GC-46.2(6)), but as
the sole right and remedy of TANK CONTRACTOR, PURCHASER shall pay in accordance with the following: 

  

	 	(1)	The Tank Contract Price corresponding to the Work performed in accordance with this Tank Contract prior to such notice of termination (including Change Orders);

  

	 	(2)	All reasonable costs for Work thereafter performed as specified in such notice; 

  

	 	(3)	Reasonable administrative costs of settling and paying claims arising out of the termination of Work under Subcontracts or Subsubcontracts; 

  

	 	(4)	Reasonable costs incurred in demobilization and the disposition of residual material, plant and equipment; 

  

	 	(5)	A reasonable overhead and profit on items (2) through (4) of this clause; 

  

	 	(6)	A sum equal to five percent (5%) of the balance of the unpaid Tank Contract Price at the time of termination pursuant to this General Condition 46, but such sum shall not in
any event exceed Four Million U.S. Dollars (US$4,000,000); and 

  

	 	(7)	Less all payments made prior to termination. 

  

	46.3	TANK CONTRACTOR shall submit within thirty (30) Days after receipt of notice of termination, a written statement setting forth its proposal for an adjustment to the Tank
Contract Price to include only the incurred costs described in this clause. PURCHASER shall review, analyze, and verify such proposal, and negotiate an equitable adjustment, and the Tank Contract shall be modified accordingly.

 GC-47 ACCEPTANCE AND COMPLETION 
  

	47.1	TANK CONTRACTOR shall complete all the Work so that it shall, in every respect, be complete in accordance with the Tank Contract Milestone Dates contained in Special Condition 8,
titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK. 

  

	47.2	“Mechanical Completion.” Mechanical Completion for each Phase 2 Tank is defined as “Ready For Cool Down (RFCD),” which means that all of the following have
occurred: (i) TANK CONTRACTOR has 

  

 Page 53 of 57 

 completed all applicable Work for such Phase 2 Tank, other than punch-list Work, in accordance with the
requirements contained in this Tank Contract, (ii) such Phase 2 Tank is ready for use to receive and dispatch LNG and Natural Gas so that the Cool Down phase can commence; and (iii) TANK CONTRACTOR has delivered to PURCHASER a Notice of
Mechanical Completion for such Phase 2 Tank, certifying Mechanical Completion of such Phase 2 Tank, and PURCHASER has accepted such Notice of Mechanical Completion in writing. Such notice shall not be given unless all Tank Contract requirements have
been met or expressly waived in writing, in whole or in part, by PURCHASER. Prior to PURCHASER’s acceptance of the Notice of Mechanical Completion, the Parties shall agree on the punch-list Work remaining to be completed. PURCHASER shall be
entitled to add to the punch-list after achievement of Mechanical Completion. 
  

	47.3	“Provisional Acceptance.” TANK CONTRACTOR shall achieve Provisional Acceptance, and the Provisional Acceptance Certificate for each Phase 2 Tank will be issued by
PURCHASER, only after all of the following have occurred: (i) all requirements for Mechanical Completion have been met; (ii) all punch-list items and other obligations of TANK CONTRACTOR required by this Tank Contract have been fulfilled
(excluding TANK CONTRACTOR’s warranty obligations); and (iii) each of the respective Phase 2 Tanks has achieved Cool Down. If the Parties add Tank S-106 to this Tank Contract by Change Order, TANK CONTRACTOR is not required to give Final
Unconditional Lien and Claim Waivers or demobilize from the Phase 2 Tank Site to achieve Provisional Acceptance of Tank S-104 and Tank S-105. 

  

	 	(1)	TANK CONTRACTOR shall provide PURCHASER with at least sixty (60) Days notice prior to the date TANK CONTRACTOR expects to achieve RFCD with respect to a Phase 2 Tank, and in
such notice TANK CONTRACTOR shall specify the date on which it expects to achieve RFCD for that Phase 2 Tank. 

  

	 	(2)	PURCHASER will provide sufficient LNG to achieve Cool Down no later than thirty (30) Days after the later of (i) the date specified in TANK CONTRACTOR’s notice in
GC-47.3(1), or (ii) the date TANK CONTRACTOR achieves RFCD for the respective Phase 2 Tank. 

  

	 	(3)	TANK CONTRACTOR shall provide training to PURCHASER’s personnel prior to beginning Cool Down. 

  

	 	(4)	TANK CONTRACTOR shall observe and provide technical assistance to PURCHASER as PURCHASER conducts the Cool Down process, for the purpose of assisting PURCHASER’s personnel in
following TANK CONTRACTOR’s Cool Down specifications and answering technical questions with respect to the Phase 2 Tanks relative to the Cool Down process. 

  

	 	(5)	After RFCD for each Phase 2 Tank, PURCHASER shall have custody of such Phase 2 Tank and has the right to operate such Phase 2 Tank. 

  

 Page 54 of 57 

	47.4	“Final Acceptance.” Final Acceptance shall be on an individual Phase 2 Tank basis. Upon the completion of all of the Work with respect to a Phase 2 Tank, including without
limitation fulfillment of all Provisional Acceptance requirements for such Phase 2 Tank and the expiration of warranties as specified in General Condition 37, titled WARRANTY / DEFECT CORRECTION PERIOD and fulfillment of all TANK CONTRACTOR
obligations related thereto, including correction of any and all Defects in the Work and the cure of any breach of TANK CONTRACTOR’s warranties or guarantees, and provided the Provisional Acceptance Certificates have been issued by PURCHASER
for such Phase 2 Tank, PURCHASER shall issue a Final Acceptance Certificate with respect to such Phase 2 Tank. 

  

	47.5	No acceptance by PURCHASER of any or all of the Work or any other obligations of TANK CONTRACTOR under this Tank Contract, including acceptance of Mechanical Completion, RFCD,
Provisional Acceptance or Final Acceptance shall in any way release TANK CONTRACTOR of any obligations or liability pursuant to this Tank Contract, including obligations with respect to unperformed obligations of this Tank Contract or for any Work
that does not conform to the requirements of this Tank Contract, including warranty obligations, any liabilities for which insurance is required or any other responsibility of Tank Contractor. The Parties agree that this provision is not intended to
and does not expand TANK CONTRACTOR’s obligations under this Tank Contract. 

 GC-48 COOPERATION WITH LENDER 
  

	48.1	In addition to other assurances provided in this Tank Contract, TANK CONTRACTOR acknowledges that PURCHASER intends to obtain project financing associated with the Project and TANK
CONTRACTOR agrees to cooperate with PURCHASER and Lender in connection with such project financing, including entering into direct agreements with Lender, as required by Lender, covering matters that are customary in project financings of this type
such as Lender assignment or security rights with respect to this Agreement, direct notices to Lender and its independent engineer, step-in/step-out rights, execution of consent agreements, opinions of counsel, access by Lender’s
representative, including its independent engineer, and other matters applicable to such project financing. In addition, TANK CONTRACTOR agrees to amend this Tank Contract if reasonably requested by Lender, provided that TANK CONTRACTOR shall not be
required to agree to any amendments that have a material impact on any of its obligations or liabilities hereunder. If such cooperation by TANK CONTRACTOR, under this GC-48.1, causes a change in the Work affecting the cost or the Tank Contract
Schedule, TANK CONTRACTOR shall be entitled to an adjustment to the Tank Contract Price if and to the extent permitted under General Condition 32, titled CHANGES. 

  

	48.2	TANK CONTRACTOR and Guarantor, shall, within fourteen (14) Days after the Effective Date, enter into mutually acceptable forms of consent and agreement with the Collateral
Agent. TANK CONTRACTOR shall cooperate in considering appropriate and reasonable amendments to the form of consent and agreement as such amendments may be proposed by Lender or its counsel. TANK CONTRACTOR and Guarantor shall, within fourteen
(14) Days after the Effective Date, provide opinions of counsel reasonably acceptable to the Collateral Agent, including opinions on corporate matters, 

  

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 including due authorization and execution, and enforceability of the Tank Contract and guarantee
agreement, respectively. TANK CONTRACTOR acknowledges and agrees that PURCHASER’s issuance of the NTP is contingent upon obtaining project financing in connection with this Project or other forms of financing. 
 GC-49 ENGINEERING AND DESIGN RESPONSIBILITIES OF TANK CONTRACTOR 
  

	49.1	See Special Condition 3, titled DESIGN CRITERIA, DRAWINGS AND SPECIFICATIONS. 

 GC-50 NON-WAIVER 
  

	50.1	Failure by either Party to insist upon strict performance by the other Party of any terms or conditions of this Tank Contract, or failure or delay by either Party to exercise any
rights or remedies provided herein or by Applicable Law, or failure by either Party to properly notify the other Party in the event of breach by the other Party, or the acceptance of or payment by PURCHASER for any Work hereunder, or the review or
failure to review by PURCHASER of designs shall not release either Party from any of the warranties or obligations of this Tank Contract and shall not be deemed a waiver of any right of the other Party to insist upon strict performance hereof or any
of its rights or remedies as to any prior or subsequent default hereunder nor shall any termination under this Tank Contract operate as a waiver of any of the terms hereof. 

 GC-51 SEVERABILITY 
  

	51.1	The provisions of this Tank Contract are severable. If any provision shall be determined to be illegal or unenforceable, such determination shall have no effect on any other
provision hereof, and the remainder of the Tank Contract shall continue in full force and effect so that the purpose and intent of this Tank Contract shall still be met and satisfied. 

 GC-52 SURVIVAL 
  

	52.1	All terms, conditions and provisions of this Tank Contract, which by their nature are independent of the period of performance, shall survive the cancellation, termination,
expiration, default or abandonment of this Tank Contract. 

 GC-53 EQUAL EMPLOYMENT OPPORTUNITY 
  

	53.1	TANK CONTRACTOR is aware of, and is fully informed of TANK CONTRACTOR’s obligations under Executive Order 11246 and, where applicable, shall comply with the requirements of
such Order and all orders, rules, and regulations promulgated thereunder unless exempted therefrom. 

  

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	53.2	Without limitation of the foregoing, TANK CONTRACTOR’s attention is directed to 41 Code of Federal Regulations (CFR), Section 60-1.4, and the clause titled “Equal
Opportunity Clause” which, by this reference, is incorporated herein. 

  

	53.3	TANK CONTRACTOR is aware of and is fully informed of TANK CONTRACTOR’s responsibilities under Executive Order No. 11701 “List of Job Openings for Veterans” and,
where applicable, shall comply with the requirements of such Order and all orders, rules and regulations promulgated thereunder unless exempted therefrom. 

  

	53.4	Without limitation of the foregoing, TANK CONTRACTOR’s attention is directed to 41 CFR Section 60-250 et seq. and the clause therein titled “Affirmative Action
Obligations of Contractors and Subcontractors for Disabled Veterans and Veterans of the Vietnam Era”, which by this reference, is incorporated herein. 

  

	53.5	TANK CONTRACTOR certifies that segregated facilities, including but not limited to washrooms, work areas and locker rooms, are not and will not be maintained or provided for TANK
CONTRACTOR’s employees. Where applicable, TANK CONTRACTOR shall obtain a similar certification from any of its Subcontractors and Subsubcontractors performing Work under this Tank Contract. 

  

	53.6	TANK CONTRACTOR is aware of and is fully informed of TANK CONTRACTOR’s responsibilities under the Rehabilitation Act of 1973 and the Americans with Disabilities Act and, where
applicable, shall comply with the provisions of each Act and the regulations promulgated thereunder unless exempted therefrom. 

  

	53.7	Without limitation of the foregoing, TANK CONTRACTOR’s attention is directed to 41 CFR Section 60-741 and the clause therein titled “Affirmative Action Obligations of
Contractors and Subcontractors for Handicapped Workers,” which by this reference, is incorporated herein. 

  

 Page 57 of 57 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 EXHIBIT “B”

 ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT 
 SPECIAL CONDITIONS 
 TABLE OF CONTENTS 
  

					
	 SC
	  	 TITLE
	  	PAGE
	 SC-1
	  	 DEFINITIONS
	  	3
	 SC-2
	  	 INSURANCE
	  	14
	 SC-3
	  	 DESIGN CRITERIA, DRAWINGS AND SPECIFICATIONS
	  	22
	 SC-4
	  	 PURCHASER-FURNISHED UTILITIES AND FACILITIES
	  	23
	 SC-5
	  	 PURCHASER-FURNISHED MATERIALS AND EQUIPMENT
	  	24
	 SC-6
	  	 PURCHASER PERMITS
	  	25
	 SC-7
	  	 TANK CONTRACTOR-FURNISHED DRAWINGS, SPECIFICATIONS, DATA AND SAMPLES
	  	25
	 SC-8
	  	 SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK
	  	30
	 SC-9
	  	 TANK CONTRACT SCHEDULE
	  	33
	 SC-10
	  	 TEMPORARY ACCESS AND HAUL ROADS
	  	34
	 SC-11
	  	 SAFETY, HEALTH AND SECURITY REQUIREMENTS
	  	35
	 SC-12
	  	 EXPLOSIVES
	  	37
	 SC-13
	  	 LETTER OF CREDIT
	  	37
	 SC-14
	  	 MEASUREMENT FOR PAYMENT
	  	38
	 SC-15
	  	 INVOICING AND PAYMENT
	  	38
	 SC-16
	  	 PRICING OF ADJUSTMENTS
	  	43
	 SC-17
	  	 NOT USED
	  	45
	 SC-18
	  	 QUALITY SURVEILLANCE INSPECTIONS
	  	45
	 SC-19
	  	 TRAINING PROGRAM
	  	45
	 SC-20
	  	 LIQUIDATED DAMAGES
	  	45
	 SC-21
	  	 APPLICABLE LAW
	  	47
	 SC-22
	  	 CONSTRUCTION MANAGEMENT
	  	47
	 SC-23
	  	 RELEASE OF CONSEQUENTIAL DAMAGES
	  	48
	 SC-24
	  	 NOT USED
	  	48
	 SC-25
	  	 MEASUREMENT SYSTEM
	  	48
	 SC-26
	  	 NOT USED
	  	49
	 SC-27
	  	 KEY PERSONNEL
	  	49
	 SC-28
	  	 LANGUAGE REQUIREMENTS
	  	49
	 SC-29
	  	 NOT USED
	  	49
	 SC-30
	  	 DRUGS, ALCOHOL AND WEAPONS
	  	49
	 SC-31
	  	 ARBITRATION
	  	50
	 SC-32
	  	 NOT USED
	  	50
	 SC-33
	  	 NOT USED
	  	50
	 SC-34
	  	 HAZARDOUS MATERIALS
	  	50

					
	 SC-35
	  	 HAZARDOUS SUBSTANCE AWARENESS
	  	51
	 SC-36
	  	 HAZARDOUS SUBSTANCE REGULATIONS
	  	51
	 SC-37
	  	 NOT USED
	  	52
	 SC-38
	  	 LABORATORY ANALYSES
	  	52
	 SC-39
	  	 ON-SITE HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL
	  	52
	 SC-40
	  	 OFF-SITE TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
	  	52
	 SC-41
	  	 SEC FILINGS
	  	52
	 SC-42
	  	 TANK CONTRACTOR REGISTRATION
	  	53
	 SC-43
	  	 LOUISIANA SALES AND USE TAXES
	  	53
	 SC-44
	  	 LIMITATION OF LIABILITY
	  	55
	 SC-45
	  	 WAGE ADJUSTMENTS
	  	55

  

			
	 APPENDICES

		
	 B-1
	  	 GENERAL REQUIREMENTS FOR TANK CONTRACTOR QUALITY SYSTEMS

	 B-1A
	  	 DIRECTIONS FOR CERTIFICATION DOSSIERS

	 B-2
	  	 SAFETY AND HEALTH (S&H) STANDARDS

	 B-3
	  	 GUIDELINES TO SITE WORK PRACTICES

	 B-4
	  	 PROJECT DRUG & ALCOHOL POLICY

	 B-5
	  	 PARENT COMPANY GUARANTEE BY MITSUBISHI HEAVY INDUSTRIES, LTD.

	 B-6
	  	 CERTIFICATE OF INSURANCE

	 B-7
	  	 [Not Used]

	 B-8
	  	 CONSTRUCTION ENVIRONMENTAL CONTROL PLAN

	 B-9
	  	 MAJOR SUBCONTRACTORS AND MAJOR SUBSUBCONTRACTORS

	 B-10
	  	 LIEN AND CLAIM WAIVER FORMS

	 B-11
	  	 KEY PERSONNEL

	 B-12
	  	 PURCHASER PERMITS

	 B-13
	  	 PHASE 2 TANK SITE (Drawing No. P1K-5C-00002)

	 B-14
	  	 LOUISIANA STATE TAX SCHEDULES C AND CA

	 B-15
	  	 LETTER OF CREDIT FORM

	 B-16
	  	 TANK CONTRACTOR PERMITS

  

 Page 2 of 57 

 EXHIBIT “B” 
 LNG TANK CONTRACT SPECIAL CONDITIONS 
 SC-1 DEFINITIONS 
  

	1.1	“TANK CONTRACTOR” means collectively Diamond LNG LLC, a Delaware limited liability company, and Zachry Construction Corporation, a Texas corporation, and their authorized
representatives, successors, and permitted assigns. 

  

	1.2	“PURCHASER” means Sabine Pass LNG, L.P. and its authorized representatives, successors in interest, and permitted assigns. 

  

	1.3	“AAA” has the meaning given in Special Condition 31, titled ARBITRATION. 

  

	1.4	“AAA Rules” has the meaning given in Special Condition 31, titled ARBITRATION. 

  

	1.5	“Affiliates” means any Person that directly or indirectly, through one or more intermediaries, controls, is controlled by, or is under common control with a Party. For
purposes of this definition, “control” (including, with correlative meanings, the terms “controlled by” and “under common control with”) means the possession, directly or indirectly, of the power to direct or cause the
direction of the management and policies of a Person, whether through the ownership of voting securities or otherwise. For purposes of this definition, Management Contractor is not an Affiliate of PURCHASER. 

  

	1.6	“Applicable Law” means all laws, statutes, ordinances, orders, decrees, injunctions, licenses, Permits, approvals, rules, codes and regulations, including any conditions
thereto, of any Governmental Instrumentality having jurisdiction over all or any portion of the Site or the Facility or performance of all or any portion of the Work or the operation of the Facility, or other legislative or administrative action of
a Governmental Instrumentality, or a final decree, judgment or order of a court which relates to the performance of Work hereunder. 

  

	1.7	“Baseline Field Labor Rates and Compensation” has the meaning set forth in Special Condition 45, titled WAGE ADJUSTMENTS. 

  

	1.8	“Battery Limits” or “B.L.” has the meaning given in Exhibit D, Article 2, titled Scope of Work – Engineering and Procurement. 

  

	1.9	“Bechtel” means Bechtel Corporation. 

  

	1.10	“Books and Records” has the meaning given in General Condition 36, titled BOOKS AND AUDIT. 

  

	1.11	“Builder’s Risk Insurance” has the meaning set forth in GC-34.5(1). 

  

	1.12	“Business Day” means every Day other than a Saturday, a Sunday or a Day that is an official holiday for employees of the federal government of the United States of
America. 

  

 Page 3 of 57 

	1.13	“Change Order” has the meaning given in General Condition 32, titled CHANGES. The term “Change Order” includes both mutual Change Orders signed by both Parties
and unilateral Change Orders issued by PURCHASER. 

  

	1.14	“Change Order Request” has the meaning given in General Condition 32, titled CHANGES. 

  

	1.15	“Changes in Law” means any amendment, modification, superseding act, deletion, addition or change in or to Applicable Law (excluding changes to Tax laws where such Taxes
are based upon Contractor’s income or profits/losses) that occurs and takes effect after the Effective Date. A Change in Law shall include any official change in the interpretation or application of Applicable Law (including applicable codes
and standards set forth in Applicable Law), provided that such change is expressed in writing by the applicable Governmental Instrumentality. 

  

	1.16	“Collateral Agent” means the collateral agent under the credit agreement for the financing of the Project. 

  

	1.17	“Cool Down” means the controlled process by which a Phase 2 Tank and its related systems within TANK CONTRACTOR’s Scope of Work are taken from their ambient condition
(purged and cleaned of air, moisture and debris, etc.) and cooled down to its cryogenic temperature (near -260°F) through the use of cold Natural Gas or LNG, and the Phase 2 Tank has been successfully filled with LNG to its high liquid level. A
Phase 2 Tank and its related systems within TANK CONTRACTOR’s Scope of Work have achieved “Cool Down” when they have reached their cryogenic temperature and the Phase 2 Tank has been successfully filled to its high liquid level.

  

	1.18	“Corrective Work” shall have the meaning set forth in General Condition 37, titled WARRANTY/DEFECT CORRECTION PERIOD. 

  

	1.19	“Data Books” mean the data books required to be submitted by TANK CONTRACTOR in accordance with Exhibit D, Article 2.10.3. 

  

	1.20	“Day” means a calendar day. 

  

	1.21	“Defect” or “Defective” means any work or component thereof that is not in conformity with the warranty in General Condition 37, titled WARRANTY/DEFECT
CORRECTION PERIOD. 

  

	1.22	“Defect Correction Period” means, with respect to each Phase 2 Tank, the period commencing upon Provisional Acceptance for the applicable Phase 2 Tank and ending upon the
earlier of (i) eighteen (18) months after Provisional Acceptance for such Phase 2 Tank and (ii) two (2) years after RFCD for such Phase 2 Tank, with the exception of paint coatings, which shall end 12 months after RFCD of such
Phase 2 Tank. 

  

	1.23	“Diamond” has the meaning set forth in the Form of Agreement. 

  

	1.24	“Effective Date” has the meaning given in the Tank Contract Form of Agreement. 

  

 Page 4 of 57 

	1.25	“Environmental Compliance Plan” means the plan required by GC-14.2. 

  

	1.26	“Excessive Monthly Precipitation” means that the total precipitation measured at the Phase 2 Tank Site for the calendar month that the event in question occurred has
exceeded the following selected probability levels for such calendar month for Weather Station 417174 BPT, Port Arthur AP Beaumont TX, as specified in the National Oceanic and Atmospheric Administration publication titled “Climatography of the
U.S. No. 81, Supplement No. 1, Monthly Precipitation Probabilities and Quintiles, 1971-2000.”: 

  

	 	(1)	For the period from TANK CONTRACTOR’s mobilization to the Phase 2 Tank Site until completion of the last pile cap for each Phase 2 Tank, the selected probability level of 0.6
shall apply for the footprint for each Phase 2 Tank; and 

  

	 	(2)	For all other periods after TANK CONTRACTOR’s mobilization to the Phase 2 Tank Site, the selected probability level of 0.8 shall apply. 

 The Parties recognize that the assessment as to whether or not total precipitation measured at the Phase 2 Tank Site for a given calendar month
constitutes Excessive Monthly Precipitation can only be made after the end of the calendar month in question. 
  

	1.27	“Facility” means the Phase 1 Facility and the Phase 2 Facility combined. 

  

	1.28	“FERC” means the Federal Energy Regulatory Commission. 

  

	1.29	“FERC Authorization” means the authorization, once given, by the FERC granting to PURCHASER the approvals requested in that certain application filed by PURCHASER with the
FERC on July 29, 2005, in Docket No. CP05-396-000 (as may be amended from time to time) pursuant to Section 3(a) of the Natural Gas Act and the corresponding regulations of the FERC. 

  

	1.30	“Field Labor” has the meaning set forth in Special Condition 45, titled WAGE ADJUSTMENTS. 

  

	1.31	“Field Labor Rates and Compensation” has the meaning set forth in Special Condition 45, titled WAGE ADJUSTMENTS. 

  

	1.32	“Final Acceptance” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.33	“Final Acceptance Certificate” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.34	“Final Conditional Lien and Claim Waiver” means the waiver and release provided to PURCHASER by TANK CONTRACTOR, Major Subcontractors and Major Subsubcontractors in
accordance with the requirements of SC-15.10, which shall be in the form of Exhibit “B” Appendix B-10, Form B-10-5 and B-10-7, respectively. 

  

 Page 5 of 57 

	1.35	“Final Invoice” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

	1.36	“Final Unconditional Lien and Claim Waiver” means the waiver and release provided to PURCHASER by TANK CONTRACTOR, Major Subcontractors and Major Subsubcontractors in
accordance with the requirements of SC-15.10, which shall be in the form of Exhibit “B” Appendix B-10, Form B-10-6 and B-10-8, respectively. 

  

	1.37	“Force Majeure” means any act or event that (i) prevents, delays or materially and adversely impacts the affected Party’s performance of its obligations in
accordance with the terms of this Tank Contract, (ii) is beyond the reasonable control of the affected Party, not due to its fault or negligence and (iii) could not have been prevented or avoided by the affected Party through the exercise
of commercially reasonable efforts. Force Majeure may include catastrophic storms or floods, Excessive Monthly Precipitation, lightning, tornadoes, hurricanes, a named tropical storm, earthquakes and other acts of God, wars, civil disturbances,
revolution, acts of public enemy, acts of terrorism, credible threats of terrorism, revolts, insurrections, sabotage, riot, plague, epidemic, commercial embargoes, expropriation or confiscation of the Facility, epidemics, fires, explosions,
industrial action or strike (except as excluded below), and actions of a Governmental Instrumentality that were not requested, promoted, or caused by the affected Party. Force Majeure shall not include any of the following: (i) economic
hardship unless such economic hardship was otherwise caused by Force Majeure; (ii) changes in market conditions unless any such change in market conditions was otherwise caused by Force Majeure; (iii) industrial actions and strikes
involving only the employees of TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors, except for industrial actions and strikes involving the employees of the Subcontractor supplying the nickel steel for the Phase 2 Tanks; or
(iv) nonperformance or delay by TANK CONTRACTOR or its Subcontractors or Subsubcontractors, unless such nonperformance or delay was otherwise caused by Force Majeure. 

  

	1.38	“Geotechnical Reports” means the following reports, each prepared by Tolunay-Wong Engineers, Inc. and provided by PURCHASER to TANK CONTRACTOR prior to the Effective Date:
(i) Geotechnical Investigation Phase 2 Expansion, Sabine LNG Import Terminal, Cameron Parish, Louisiana, TWEI No. 05-H028, dated July 2005; and (ii) Geological Hazard Evaluation, Sabine LNG Terminal, Sabine, Louisiana, dated
September 19, 2003. 

  

	1.39	“Good Engineering and Construction Practices” or “GECP” means the generally accepted practices, skill, care, methods, techniques and standards employed by the
international LNG industry at the time of the Effective Date that are commonly used in prudent engineering, procurement and construction to safely design, construct, pre-commission, commission, start-up and test LNG related facilities of similar
size and type as the Phase 2 LNG Tanks, in accordance with Applicable Law and applicable codes and standards. 

  

	1.40	“Goods” has the meaning given in General Condition 34, titled TITLE AND RISK OF LOSS. 

  

 Page 6 of 57 

	1.41	“Governmental Instrumentality” means any federal, state or local department, office, instrumentality, agency, board or commission having jurisdiction over a Party or any
portion of the Work, the Facility or the Site. 

  

	1.42	“Guarantor” has the meaning given in the Tank Contract Form of Agreement. 

  

	1.43	“Hazardous Material(s)” means any substance that under Applicable Law is considered to be hazardous or toxic or is or may be required to be remediated, including
(i) any petroleum or petroleum products, radioactive materials, asbestos in any form that is or could become friable, urea formaldehyde foam insulation, transformers or other equipment that contain dielectric fluid containing polychlorinated
biphenyls and processes and certain cooling systems that use chlorofluorocarbons, (ii) any chemicals, materials or substances which are now or hereafter become defined as or included in the definition of “hazardous substances,”
“hazardous wastes,” “hazardous materials,” “extremely hazardous wastes,” “restricted hazardous wastes,” “toxic substances,” “toxic pollutants,” or any words of similar import pursuant to
Applicable Law, or (iii) any other chemical, material, substance or waste, exposure to which is now or hereafter prohibited, limited or regulated by any Governmental Instrumentality, or which may be the subject of liability for damages, costs
or remediation. 

  

	1.44	“Indemnified Party” means any member of the PURCHASER Group or TANK CONTRACTOR Group to which an indemnification obligation is owed, as the context requires.

  

	1.45	“Indemnifying Party” means the Party with the indemnification obligation, as the context requires. 

  

	1.46	“Insolvency Event” means, in relation to any Party, the bankruptcy, insolvency, liquidation, administration, administrative or other receivership or dissolution of such
Party, and any equivalent or analogous proceedings by whatever name known and in whatever jurisdiction, and any step taken (including, without limitation, the presentation of a petition or the passing of a resolution or making a general assignment
or filing for the benefit of its creditors) for or with a view toward any of the foregoing. 

  

	1.47	“Interim Conditional Lien Waiver” means the conditional waiver and release provided to PURCHASER by TANK CONTRACTOR, Major Subcontractors and Major Subsubcontractors in
accordance with the requirements of SC-15.4, which shall be in the form of Exhibit “B” Appendix B-10, Form B-10-1 and B-10-3, respectively. 

  

	1.48	“Interim Unconditional Lien Waiver” means the unconditional waiver and release provided to PURCHASER by TANK CONTRACTOR, Major Subcontractors and Major Subsubcontractors
in accordance with the requirements of SC-15.4, which shall be in the form of Exhibit “B” Appendix B-10, Form B-10-2 and B-10-4, respectively. 

  

	1.49	“Invoice” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

 Page 7 of 57 

	1.50	“Key Personnel” (or any one of them as a “Key Person”) shall have the meaning set forth in Special Condition 27, titled KEY PERSONNEL. 

 

	1.51	“Labor Compensation Allowance” has the meaning set forth in Special Condition 45, titled WAGE ADJUSTMENTS. 

  

	1.52	“Landowner” means any landowner that has leased land or provided a right of way or easement to and member of the PURCHASER Group in connection with the Project.

  

	1.53	“Lender” means any entity or entities providing temporary or permanent debt financing to PURCHASER for the Phase 2 Tanks. 

  

	1.54	“Letter of Credit” has the meaning given in Special Condition 13, titled LETTER OF CREDIT. 

  

	1.55	“Level III Schedule” means a level of detail in a CPM schedule in which the work breakdown structure is at an area level and shall involve over three hundred
(300) activities per Phase 2 Tank. The deliverables by each engineering discipline are captured at this level. 

  

	1.56	“Limited Notice to Proceed” or “LNTP” shall have the meaning set forth in SC-8.12. 

  

	1.57	“Liquidated Damages” has the meaning set forth in Special Condition 20, titled LIQUIDATED DAMAGES. 

  

	1.58	“LNG” means liquefied Natural Gas. 

  

	1.59	“Local Labor Survey” has the meaning set forth in Special Condition 45, titled WAGE ADJUSTMENTS. 

  

	1.60	“Louisiana Sales and Use Tax” shall have the meaning set forth in the Special Condition 43, titled LOUSIANA SALES AND USE TAXES. 

  

	1.61	“Major Subcontract” means any Subcontract with a Subcontractor listed in Appendix B-9 or any Subcontract having an aggregate value in excess of One Million U.S. Dollars
(US $1,000,000). 

  

	1.62	“Major Subcontractor” means any Subcontractor with whom TANK CONTRACTOR enters, or intends to enter, into a Major Subcontract 

  

	1.63	“Major Subsubcontract” means any Subsubcontract with a Subsubcontractor listed in Appendix B-9 or any Subsubcontract having an aggregate value in excess of One Million
U.S. Dollars (US $1,000,000). 

  

	1.64	“Major Subsubcontractor” means any Subsubcontractor that enters, or intends to enter into a Major Subsubcontract. 

  

 Page 8 of 57 

	1.65	“Management Contractor” means a construction manager, if any, engaged by PURCHASER to manage the Work performed under the Tank Contract and so designated in writing by
PURCHASER as “Management Contractor.” Such Management Contractor must be reasonably acceptable to TANK CONTRACTOR, and for purposes of the foregoing, the Parties agree in advance that Bechtel is reasonably acceptable to TANK CONTRACTOR.

  

	1.66	“Mechanical Completion” shall have the meaning set forth in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.67	“Milestone Payment Schedule” has the meaning specified in Special Condition 14, titled Measurement for Payment. 

  

	1.68	“Milestone Payment Statement” has the meaning specified in Special Condition 14, titled Measurement for Payment. 

  

	1.69	“Natural Gas” means combustible gas consisting primarily of methane. 

  

	1.70	“Notice to Proceed” or “NTP” means the notice given by PURCHASER to TANK CONTRACTOR authorizing and requiring TANK CONTRACTOR to begin to perform TANK
CONTRACTOR’s complete Scope of Work. 

  

	1.71	“NTP Tank 3” has the meaning given in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK. 

  

	1.72	“Operating Plant Procedures” means any and all safety, security, operations, maintenance and other procedures for the Facility, the Phase 1 Facility, the Phase 2 Facility,
or any parts thereof, written by or on behalf of PURCHASER for the purpose of or with respect to the operation of any portion of the Facility. 

  

	1.73	“Operations and Maintenance Manuals” mean the manuals required to be submitted by TANK CONTRACTOR in accordance with Exhibit D, Article 2.10.2. 

 

	1.74	“Option 1” has the meanings given in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK. 

  

	1.75	“Party” or “Parties” has the meaning specified in the Tank Contract Form of Agreement. 

  

	1.76	“Payment Milestones” has the meaning specified in Special Condition 14, titled MEASUREMENT FOR PAYMENT. 

  

	1.77	“Payment Milestone Statement” has the meaning given in Special Condition 14, titled MEASUREMENT FOR PAYMENT. 

  

	1.78	“Permit” means any valid waiver, certificate, approval, consent, license, exemption, variance, franchise, permit, authorization or similar order or authorization from any
Governmental Instrumentality required to be obtained or maintained in connection with the Facility, the Phase 2 Site or the Work. Permit includes PURCHASER Permits and TANK CONTRACTOR Permits. 

  

 Page 9 of 57 

	1.79	“Person” means any individual, company, joint venture, corporation, partnership, association, joint stock company, limited liability company, trust, estate, unincorporated
organization, Governmental Instrumentality or other entity having legal capacity. 

  

	1.80	“Phase 1 EPC Agreement” means the Engineering, Procurement and Construction Agreement for the Sabine Pass LNG Terminal by and between Bechtel and Sabine Pass LNG, L.P.,
dated December 18, 2004. 

  

	1.81	“Phase 1 Facility” means the facilities existing or contemplated for the Phase 1 Project, including the LNG receiving, storage and regasification facilities.

  

	1.82	“Phase 1 Project” means the Sabine Pass LNG Terminal, located at Sabine Pass, Louisiana, including the LNG receiving, storage and regasification facilities to be
engineered, procured, constructed, pre-commissioned, commissioned and tested by Bechtel for PURCHASER, pursuant to the Phase 1 EPC Agreement. 

  

	1.83	“Phase 1 Site” means that portion of Sabine Pass, Louisiana at which the construction activity is being or shall be performed for the Phase 1 Project.

  

	1.84	“Phase 1 Tanks” means the three (3) LNG tanks for the Phase 1 Project, designated as Tanks S-101, S-102, and S-103. 

  

	1.85	“Phase 2 Facility” means the facilities existing or contemplated for the Phase 2 Project, including the LNG receiving, storage and regasification facilities. The Phase 2
Tanks compose a portion of the Phase 2 Facility. 

  

	1.86	“Phase 2 Project” means the expansion of the Sabine Pass LNG Terminal, located at Sabine Pass, Louisiana, including additional LNG receiving, storage and regasification
facilities. The Phase 2 Tanks compose a portion of the Phase 2 Project. 

  

	1.87	“Phase 2 Site” means that portion of Sabine Pass at which the construction activity is being or shall be performed for the Phase 2 Project. 

  

	1.88	“Phase 2 Tank Site” means that portion of the Phase 2 Site available for TANK CONTRACTOR to perform the Work under this Tank Contract. The Phase 2 Tank Site is defined in
greater detail in General Condition 19, titled TANK CONTRACTOR’S WORK AREA and in Exhibit “B,” Appendix B-13. 

  

	1.89	“Phase 2 Tanks” means the LNG tanks that, by this Tank Contract, TANK CONTRACTOR has agreed to engineer, procure and construct for the Phase 2 Project, as set forth with
more particularity in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK. If Option 1 is not exercised, Phase 2 Tanks means Tank S-104 and Tank S-105. If Option 1 is exercised by PURCHASER pursuant to SC-8, Phase 2
Tanks means Tank S-104, Tank S-105 and Tank S-106. 

  

 Page 10 of 57 

	1.90	“Project” means the engineering, procurement and construction of the Phase 2 Tanks and other Work covered by this Tank Contract. 

  

	1.91	“Provisional Acceptance” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.92	“Provisional Acceptance Certificate” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.93	“PURCHASER-Caused Delay” has the meaning given in GC-32.10. 

  

	1.94	“PURCHASER Contractors” means contractors and subcontractors, or any one of them, performing work on the Phase 2 Project as part of the construction of the Phase 2
Facility, other than TANK CONTRACTOR, Subcontractors and Subsubcontractors. 

  

	1.95	“PURCHASER Group” means (i) PURCHASER, its parent (Cheniere Energy, Inc.), Lender, and each of their respective Affiliates and (ii) the respective directors,
officers, agents, employees and representatives of each Person specified in clause (i) above. For avoidance of doubt, PURCHASER Group does not include Management Contractor. 

  

	1.96	“PURCHASER Permits” means the Permits listed in Exhibit “B” Appendix B-12 and any other Permits (not listed in Appendix B-12) necessary for performance of the
Work or the operation of the Facility and which are required to be obtained in the name of PURCHASER or its Affiliates pursuant to Applicable Law. 

  

	1.97	“Qualified Research Expenditures” means the costs funded by PURCHASER under this Tank Contract that are incurred in connection with Work performed by TANK CONTRACTOR, its
Subcontractors and Subsubcontractors which meet all of the requirements of Section 41(d)(1) of the Internal Revenue Code of 1986, as amended, and which are related to the development or improvement of a business component of the Phase 2
Facility. 

  

	1.98	“Quality Assurance Plan” has the meaning given in General Condition 35, titled QUALITY ASSURANCE PROGRAM. 

  

	1.99	“Ready For Cool Down” or “RFCD” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.100	“Receiving Party” means the Party having confidentiality obligations with respect to such Confidential Information. 

  

	1.101	“Retainage” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

	1.102	“Safety and Health Plan” or “S&H Plan” shall have the meaning given in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS.

  

	1.103	“Scope of Work” means the entirety of the Work. 

  

 Page 11 of 57 

	1.104	“Security Plan” shall have the meaning given in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS. 

  

	1.105	“Site” means the Phase 1 Site and the Phase 2 Site combined. 

  

	1.106	“Spare Parts List” means the spare parts list required to be submitted by TANK CONTRACTOR in accordance with Exhibit D, Article 2.10.2. 

  

	1.107	“Subcontract” means any agreement by and between TANK CONTRACTOR and a Subcontractor for the performance of any portion of the Work. 

  

	1.108	“Subcontractor” means any Person, including a Vendor, who has a direct contract with TANK CONTRACTOR to manufacture or supply equipment, materials or labor that are
portion of the Work, to lease construction equipment to TANK CONTRACTOR in connection with the Work, or to otherwise perform any portion of the Work. 

  

	1.109	“Subsubcontract” means any agreement by and between a Subcontractor and a Subsubcontractor or by and between a Subsubcontractor and another Subsubcontractor for the
performance of any portion of the Work. 

  

	1.110	“Subsubcontractor” means any Person, including a Vendor, who has a direct or indirect contract with a Subcontractor another Subsubcontractor to manufacture or supply
equipment, materials or labor that are a portion of the Work, to lease construction equipment to a Subcontractor or another Subsubcontractor in connection with the Work, or to otherwise perform any portion of the Work. For avoidance of confusion, a
Subsubcontractor is any lower tier subcontractor, vendor or labor broker that enters into a contract, receives a purchase order, or otherwise agrees, to perform any portion of the Work. 

  

	1.111	“Subsurface Soil Conditions” means subsurface conditions at the Phase 2 Tank Site. 

  

	1.112	“Tank Contract Documents” shall have the meaning set forth in the Tank Contract Form of Agreement. 

  

	1.113	“Tank Contract Milestone(s)” means the milestones specified in SC-8.7. 

  

	1.114	“Tank Contract Milestone Date(s)” means the established completion date(s) set forth in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE
WORK. 

  

	1.115	“Tank Contract Price” means the compensation in full to TANK CONTRACTOR for the full and complete performance of the Work and all of TANK CONTRACTOR’s other
obligations under this Tank Contract. The amount of the Tank Contract Price is set forth in Exhibit “C” to this Tank Contract. This amount may only be changed by Change Order in accordance with the General Condition 32, titled CHANGES.

  

	1.116	“Tank Contract Schedule” means the Work execution schedule developed and approved pursuant to Special Condition 9, titled TANK CONTRACT SCHEDULE. 

 

 Page 12 of 57 

	1.117	“TANK CONTRACTOR Group” means (i) each of Diamond and Zachry, and their respective parent companies, and each of their respective Affiliates and (ii) the
respective directors, officers, agents, employees and representatives of each Person specified in clause (i) above. 

  

	1.118	“TANK CONTRACTOR Permits” means the Permits listed in Exhibit “B” Appendix B-16 and any other Permits (not listed in Appendix B-16) necessary for the performance
of the Work and which are required to be obtained in the name of TANK CONTRACTOR or its Subcontractors or Subsubcontractors. 

  

	1.119	“Tank S-104,” “Tank S-105,” and “Tank S-106” have the meanings given in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE
WORK. 

  

	1.120	“Target Milestone Date” has the meaning given in SC-8.8. 

  

	1.121	“Taxes” (or “Tax”) means any and all taxes, assessments, levies, duties, fees, charges and withholdings of any kind or nature whatsoever and howsoever described,
including Louisiana Sales and Use Taxes, value-added, sales, use, gross receipts, license, payroll, federal, state, local or foreign income, environmental, profits, premium, franchise, property, excise, capital stock, import, stamp, transfer,
employment, occupation, generation, privilege, utility, regulatory, energy, consumption, lease, filing, recording and activity taxes, levies, duties, fees, charges, imposts and withholding, together with any and all penalties, interest and additions
thereto. 

  

	1.122	“Third Party” means any Person other than a member of (i) the PURCHASER Group, (ii) the TANK CONTRACTOR Group, (iii) the Management Contractor, if any, or
(iv) Subcontractor or Subsubcontractor or any employee, officer or director of such Management Contractor, Subcontractor or Subsubcontractor. 

  

	1.123	“Third Party IP” means any patent, copyright or trade secret held by a Third Party. 

  

	1.124	“Third Party Proprietary Work Product” has the meaning set forth in SC-41.2. 

  

	1.125	“Vendor” means any Subcontractor or Subsubcontractor, other than a Major Subcontractor or Major Subsubcontractor, who has contracted to manufacture or supply equipment or
materials that are a portion of the Work, whose equipment or materials will be purchased by purchase order or other form agreement, and who will not enter or cause any of its employees to enter onto the Site in any manner in the performance of its
contract. For avoidance of doubt, if the Subcontractor, Subsubcontractor or its employees must enter onto the Site in any form, fashion or manner in the performance of its obligations under its contract with TANK CONTRACTOR, then that Subcontractor
or Subsubcontractor is not a Vendor. 

  

	1.126	“Work” means all the stated or implied activities to be performed by TANK CONTRACTOR as required by the Tank Contract Documents, including, without limitation, the supply
of equipment and materials. 

  

 Page 13 of 57 

	1.127	“Work Product” has the meaning given in General Condition 41, titled RIGHT TO WORK PRODUCT. 

  

	1.128	“Zachry” has the meaning set forth in the Form of Agreement. 

 The meanings specified in this SC-1 are applicable to both the singular and plural. As used in the Tank Contract, the terms “herein,” “herewith,” “hereunder” and “hereof” are
references to the Tank Contract taken as a whole, and the terms “include,” “includes” and “including” mean “including, without limitation,” or variant thereof. 
 SC-2 INSURANCE 
  

	2.1	Unless otherwise specified in this Tank Contract, TANK CONTRACTOR shall, at its sole expense, maintain in effect at all times during the performance of the Work insurance coverage
with limits not less than those set forth below with insurers and under forms of policies satisfactory to PURCHASER. TANK CONTRACTOR shall deliver to PURCHASER no later than ten (10) Days after the Effective Date, but in any event prior to
commencing the Work or entering the Phase 2 Tank Site, certificates of insurance or policies as evidence that policies providing such coverage and limits of insurance are in full force and effect. Certificates or policies shall be issued in the form
provided by PURCHASER or if none is provided in a form acceptable to PURCHASER and provide that not less than thirty (30) Days advance written notice will be given to PURCHASER prior to cancellation, termination or material alteration of said
policies of insurance. Certificates shall identify on their face the Phase 2 Project and the Tank Contract. 

  

	2.2	Standard Coverage 

  

	 	(1)	Workers’ Compensation as required by any Applicable Law or regulation. 

 If there is an exposure of injury to TANK CONTRACTOR’s employees under the U.S. Longshoremen’s and Harbor Workers’ Compensation Act, the Jones Act or under laws, regulations or statutes applicable to
maritime employees, coverage shall be included for such injuries or claims. 
  

	 	(2)	Employer’s Liability of not less than: 

  

	 	•	 	US $1,000,000 each accident; 

  

	 	•	 	US $1,000,000 disease each employee; 

  

	 	•	 	and US $1,000,000 disease policy limit. 

  

	 	(3)	Commercial General Liability Insurance 

  

	 	(a)	Coverage 

 TANK CONTRACTOR shall carry Commercial General
Liability Insurance covering all operations by or on behalf of TANK 
  

 Page 14 of 57 

 CONTRACTOR providing insurance for bodily injury liability and property damage liability for the limits
of liability indicated below, including coverage for: 
  

	 	(a.1)	Premises and Operations; 

  

	 	(a.2)	Products and Completed Operations for two (2) years after Provisional Acceptance of the last Phase 2 Tank; 

  

	 	(a.3)	Contractual Liability insuring the indemnity agreement in General Condition 39, titled INDEMNITY; 

  

	 	(a.4)	Broad form Property Damage (including Completed Operations); 

  

	 	(a.5)	Explosion, Collapse and Underground Hazards; and 

  

	 	(a.6)	Personal Injury Liability. 

 The Commercial General
Liability insurance shall be the Occurrence Coverage Form. 
  

	 	(b)	Policy Limits 

  

	 	(b.1)	For TANK CONTRACTOR’s Commercial General Liability Insurance, the limits of liability for bodily injury, property damage, and personal injury shall be not less than:

 US$5,000,000 Combined single limit for Bodily Injury and Property Damage each occurrence; 
 US$5,000,000 Personal Injury Limit each occurrence; 
 US$10,000,000 Products-Completed Operations Annual Aggregate Limit; and 
 US$10,000,000 General Annual Aggregate Limit with such limits dedicated to the Project. 
  

	 	(b.2)	If the policy does not have an endorsement providing the General Annual Aggregate limits are as indicated above, TANK CONTRACTOR shall provide an endorsement titled “Amendment
of Limits of Insurance (Designated Project or Premises).” Such endorsement shall provide for a Products-Completed Operations Annual Aggregate Limit of not less than US $10,000,000 and a General Annual Aggregate Limit of not less than US
$10,000,000. The required limits may be satisfied by a combination of a primary policy and an excess or umbrella policy. 

  

 Page 15 of 57 

	 	(c)	“Additional Insureds” 

  

	 	(c.1)	All members of the PURCHASER Group shall be named as Additional Insureds under the Commercial General Liability Insurance policy to the extent of TANK CONTRACTOR’s indemnity
obligations under this Tank Contract. Such insurance shall include an insurer’s waiver of subrogation in favor of the Additional Insureds, be primary as regards any other coverage maintained for or by the Additional Insureds, and shall contain
a cross-liability or severability of interest clause. 

  

	 	(4)	Commercial Automobile Liability Insurance including coverage for the operation of any vehicle to include, but not limited to, owned, hired and non-owned. 

 

	 	(a)	The combined single limit for Bodily Injury and Property Damage Liability shall be not less than US $1,000,000 for any one accident or loss. The required limits may be satisfied by
a combination of a primary policy and an excess or umbrella policy. 

  

	 	(b)	TANK CONTRACTOR’s Commercial Automobile Liability Insurance shall include coverage for Automobile Contractual Liability. 

  

	 	(5)	TANK CONTRACTOR’s Construction Equipment Floater covering all construction equipment and items (whether owned, rented, or borrowed) of TANK CONTRACTOR that will not become part
of the Phase 2 Facility. It is understood that this coverage shall not be included under the Builder’s Risk Insurance. Notwithstanding anything to the contrary contained herein, TANK CONTRACTOR shall be responsible for damage to or destruction
or loss of, from any cause whatsoever, all such construction equipment. TANK CONTRACTOR shall require all insurance policies (including policies of TANK CONTRACTOR, Subcontractors and Subsubcontractors) in any way relating to such construction
equipment to include clauses stating that each underwriter will waive all rights of recovery, under subrogation or otherwise, against all members of the PURCHASER Group. 

  

	2.3	Special Operations Coverage 

 Should any of the Work:

  

	 	(1)	Involve marine operations, TANK CONTRACTOR shall provide or have provided coverage for liabilities arising out of such marine operations, including contractual liability under its
Commercial General Liability Insurance or Marine Hull and Machinery Insurance and Protection and Indemnity Insurance. In the event such marine operations involve any TANK CONTRACTOR owned, hired, chartered, or operated vessels, barges, tugs or other
marine equipment, TANK CONTRACTOR agrees to provide or have provided Marine Hull and Machinery Insurance and Protection and Indemnity Insurance and/or Charterer’s Liability 

  

 Page 16 of 57 

 Insurance. The combined limit of the Protection and Indemnity Insurance and/or Charterer’s
Liability Insurance shall be no less than the market value of the vessel. The Protection and Indemnity and/or Charterer’s liability and the Hull and Machinery coverages shall include coverage for contractual liability, wreck removal,
Tower’s liability if applicable; and full collision coverage and shall be endorsed: 
  

	 	(a)	To provide full coverage to PURCHASER Group as Additional Insureds without limiting coverage to liability “as owner of the vessel” and to delete any “as owner”
clause or other language that would limit coverage to liability of an insured “as owner of the vessel;” and 

  

	 	(b)	To waive any limit to full coverage for the Additional Insureds provided by any applicable liability statute. 

 All marine insurances provided by TANK CONTRACTOR shall include an Insurer’s waiver of subrogation in favor of the Additional Insureds. 

 

	 	(2)	Involve the transport of property from outside the continental United States, as set forth in GC-34.5(4), “all risk warehouse to warehouse” marine cargo insurance, or such
similar form of insurance that will insure against physical loss or damage to the property being transported, moved or handled by TANK CONTRACTOR pursuant to the terms of this Tank Contract. Such insurance shall provide a limit of not less than the
replacement cost of the highest value being moved, shall insure the interest of TANK CONTRACTOR and PURCHASER Group as their respective interests may appear and shall include an insurer’s waiver of subrogation rights in favor of them.

  

	 	(3)	Involve aircraft (fixed wing or helicopter) owned, operated or chartered by TANK CONTRACTOR, liability arising out of such aircraft shall be insured for a combined single limit not
less than US $10,000,000 each occurrence and such limit shall apply to Bodily Injury (including passengers) and Property Damage Liability. Such insurance shall name PURCHASER Group as Additional Insureds, include an insurer’s waiver of
subrogation in favor of the Additional Insureds, state that it is primary insurance as regards the Additional Insureds and contain a cross-liability or severability of interest clause. If the aircraft hull is insured, such insurance shall provide
for an Insurer’s waiver of subrogation rights in favor of PURCHASER Group. In the event TANK CONTRACTOR charters aircraft, the foregoing insurance and evidence of insurance may be furnished by the owner of the chartered aircraft, provided the
above requirements are met. 

  

	2.4	Related Obligations: 

  

	 	(1)	The requirements contained herein as to types and limits, as well as PURCHASER’s approval of insurance coverage to be maintained by TANK CONTRACTOR, are not intended to and
shall not in any manner limit or qualify the liabilities and obligations assumed by TANK CONTRACTOR under this Tank Contract. 

  

 Page 17 of 57 

	 	(2)	The certificates of insurance must provide clear evidence that TANK CONTRACTOR’s insurance policies contain the minimum limits of coverage and the special provisions prescribed
in this clause. 

  

	 	(3)	All insurance required to be obtained by TANK CONTRACTOR pursuant to this Tank Contract shall be from an insurer or insurers permitted to conduct business as required by Applicable
Law and shall be rated with either an “A-: IX” or better by Best’s Insurance Guide Ratings or “A-” or better by Standard and Poor’s. 

  

	 	(4)	The following insurance policies provided by TANK CONTRACTOR shall include PURCHASER Group as Additional Insureds: commercial automobile liability, aircraft liability, marine hull
and machinery, charterer’s liability, protection and indemnity, and commercial general liability insurance. 

  

	 	(5)	All policies of insurance provided by TANK CONTRACTOR or any Subcontractor or Subsubcontractor pursuant to this Tank Contract shall include clauses providing that each underwriter
shall waive its rights of recovery, under subrogation or otherwise, against all members of the PURCHASER Group. 

  

	 	(6)	Except as to Builder’s Risk Insurance in SC-2.6, the insurance policies of TANK CONTRACTOR and any Subcontractor or Subsubcontractor shall state that such coverage is primary
and non-contributory to any other insurance or self-insurance available to or provided by the PURCHASER Group. 

  

	 	(7)	All policies (other than in respect to worker’s compensation insurance) shall insure the interests of the PURCHASER Group regardless of any breach or violation by TANK
CONTRACTOR or any other party of warranties, declarations or conditions contained in such policies, any action or inaction of PURCHASER Group or others, or any foreclosure relating to the Phase 2 Project or any change in ownership of all or any
portion of the Phase 2 Project. 

  

	 	(8)	[Not Used]. 

  

	 	(9)	All insurance policies shall include coverage for jurisdiction within the United States of America or other applicable jurisdiction. 

  

	 	(10)	TANK CONTRACTOR and its Subcontractors and Subsubcontractors shall do nothing to void or make voidable any of the insurance policies purchased and maintained by PURCHASER or TANK
CONTRACTOR or any Subcontractors or Subsubcontractors hereunder. TANK CONTRACTOR shall promptly give PURCHASER and Lender notice in writing of the occurrence of any casualty, claim, event, circumstance, or occurrence that may give rise to a claim
under an insurance policy hereunder and arising out of or relating to the performance of the Work. In addition, TANK CONTRACTOR shall ensure that PURCHASER is 

  

 Page 18 of 57 

 kept fully informed of any subsequent action and developments concerning the same, and assist in the
investigation of any such casualty, claim, event, circumstance or occurrence. 
  

	 	(11)	TANK CONTRACTOR’s certificate of insurance form, completed by TANK CONTRACTOR’s insurance agent, broker or underwriter, shall reflect all of the insurance required by TANK
CONTRACTOR, the recognition of additional insured status, waivers of subrogation, and primary/non-contributory insurance requirements contained in this Tank Contract. 

  

	 	(12)	Prior to the commencement of any Work, TANK CONTRACTOR shall deliver to PURCHASER certificates of insurance reflecting all of the insurance required of TANK CONTRACTOR under this
Tank Contract. All certificates of insurance and associated notices and correspondence concerning such insurance shall be addressed to the contact information listed in the Tank Contract. 

  

	 	(13)	Policy Cancellation and Change: All policies of insurance required to be maintained pursuant to this Tank Contract shall be endorsed so that if at any time they are canceled, or
their coverage is reduced (by any party including the insured) so as to affect the interests of PURCHASER Group, such cancellation or reduction shall not be effective as to PURCHASER Group for sixty (60) Days after receipt by PURCHASER Group of
written notice from such insurer of such cancellation or reduction. 

  

	 	(14)	Reports: TANK CONTRACTOR will advise PURCHASER in writing promptly of (1) any material changes in the coverage or limits provided under any policy required by this Tank
Contract and (2) any default in the payment of any premium and of any other act or omission on the part of TANK CONTRACTOR which may invalidate or render unenforceable, in whole or in part, any insurance being maintained by TANK CONTRACTOR
pursuant to this Tank Contract. 

  

	 	(15)	Lender Requirements: TANK CONTRACTOR agrees to cooperate with PURCHASER and as to any changes in or additions to the foregoing insurance provisions made necessary by requirements
imposed by Lender (including additional insured status, notice of cancellation, certificates of insurance). If any additional insurance requirements from Lender result in increased insurance premiums to be paid by TANK CONTRACTOR for such insurance,
TANK CONTRACTOR shall be entitled to a Change Order increasing the Tank Contract Price by the amount of the increase in such premiums. 

  

	 	(16)	[Not Used]. 

  

	 	(17)	TANK CONTRACTOR shall ensure that each Subcontractor and Subsubcontractor shall either be covered by the insurance provided by TANK CONTRACTOR pursuant to this Tank Contract, or by
insurance procured by a Subcontractor or Subsubcontractor. Should a Subcontractor or Subsubcontractor be responsible for procuring its own insurance coverage, TANK CONTRACTOR 

  

 Page 19 of 57 

 shall ensure that each such Subcontractor or Subsubcontractor shall procure and maintain insurance to
the full extent required of TANK CONTRACTOR under this Tank Contract and shall be required to comply with all of the requirements imposed on TANK CONTRACTOR with respect to such TANK CONTRACTOR-provided insurance on the same terms as TANK
CONTRACTOR, except that TANK CONTRACTOR shall have the sole responsibility for determining the limits of coverage required to be obtained by such Subcontractors or Subsubcontractors in accordance with reasonably prudent business practices. All such
insurance shall be provided for at the sole cost of TANK CONTRACTOR or its Subcontractors or Subsubcontractors. Failure of Subcontractors or Subsubcontractors to procure and maintain such insurance coverage shall not relieve TANK CONTRACTOR of its
responsibilities under the Tank Contract. 
  

	2.5	Statutory Employees for Purposes of Louisiana Worker’s Compensation Act.  

 In all cases where TANK CONTRACTOR’s employees (defined to include the direct, borrowed, special, or statutory employees of Subcontractor and Subsubcontractors) are performing Work in or offshore the state of
Louisiana or are otherwise covered by the Louisiana Workers’ Compensation Act, La. R.S. 23:1021, et seq., PURCHASER and TANK CONTRACTOR agree that the Work performed by TANK CONTRACTOR, Subcontractors, Subsubcontractors, and TANK
CONTRACTOR’s, Subcontractors’, and Subsubcontractors’ employees pursuant to this Tank Contract are an integral part of and are essential to the ability of PURCHASER to generate PURCHASER’s goods, products, and work for the
purpose of La. R.S. 23:1061(a)(1). Furthermore, PURCHASER and TANK CONTRACTOR agree that PURCHASER is the statutory employer of TANK CONTRACTOR’s, Subcontractors’, and Subsubcontractors’ employees for purposes of La. R.S.
23:1061(a)(3), and that PURCHASER shall be entitled to the protections afforded a statutory employer under Louisiana law. Regardless of PURCHASER’s status as the statutory or special employer (as defined in La. R.S. 23:1031(c)) of the employees
of PURCHASER, Subcontractors, or Subsubcontractors, and regardless of any other relationship or alleged relationship between such employees and PURCHASER, TANK CONTRACTOR shall be and remain at all times primarily responsible for the payment of all
workers’ compensation and medical benefits to TANK CONTRACTOR’s, Subcontractors’ and Subsubcontractors’ employees, and neither TANK CONTRACTOR, nor its Subcontractors and Subsubcontractors, nor their respective insurers or
underwriters shall be entitled to seek contribution or indemnity for any such payments from PURCHASER or any other member of the PURCHASER Group. NOTWITHSTANDING THE FOREGOING, UNDER
NO CIRCUMSTANCES SHALL THIS SECTION 2.5 BE INTERPRETED TO RELIEVE TANK CONTRACTOR FROM
ITS FULL RESPONSIBILITY AND LIABILITY TO PURCHASER UNDER THIS TANK CONTRACT FOR
THE EMPLOYEES OF TANK CONTRACTOR OR ITS SUBCONTRACTORS AND SUBSUBCONTRACTORS (WHETHER OR
NOT SUCH EMPLOYEES ARE A STATUTORY, SPECIAL OR BORROWED EMPLOYEE, OR
OTHERWISE), INCLUDING TANK CONTRACTOR’S OBLIGATIONS TO DEFEND, INDEMNIFY AND HOLD HARMLESS
PURCHASER GROUP FROM AND AGAINST INJURY OR DEATH TO SUCH EMPLOYEES OR
DAMAGE TO OR DESTRUCTION OF PROPERTY OF SUCH EMPLOYEES, AS PROVIDED
IN GC-39.2. 
  

 Page 20 of 57 

	2.6	PURCHASER Furnished Insurance: 

 PURCHASER shall provide
the following insurances: 
  

	 	(1)	Builder’s Risk Insurance: Property damage insurance on an “all risk” basis insuring TANK CONTRACTOR, its Subcontractors and Subsubcontractors, PURCHASER and Lender,
as named insureds under the policy, including coverage against loss or damage during and from the perils of startup and testing. 

  

	 	(a)	Sum Insured: The insurance policy shall, subject to form exclusions, (i) be on a completed value form, with no periodic reporting requirements, (ii) insure one hundred
percent (100%) of the Phase 2 Tank’s insurable values, except that for property loss and damage caused by flood and windstorm, such policy shall have a sub-limit not less than US $400,000,000 for the Facility and for property loss and
damage caused by strikes, riots and civil commotion, such policy shall have a sub-limit not less than US $100,000,000 for the Facility, (iii) value losses at replacement cost, without deduction for physical depreciation or obsolesce including
custom duties, Taxes and fees. 

  

					
	  	 	 Category of Builders Risk
	  	 Deductible

			
	 (i.)
	 	Windstorm & Flood	  	2% of values at risk at time of loss subject to a minimum of US$ 1,000,000 each and every loss and a maximum of US $5,000,000 each and every loss
			
	 (ii.)
	 	Other natural perils	  	US$ 500,000 each and every loss
			
	 (iii.)
	 	 Loss or damage to Wet Works (defined as works in on or
 over river or tidal waters)
	  	US$ 1,000,000 each and every loss
			
	 (iv.)
	 	 Loss of or damage arising
 from
commissioning/testing
 and tank fill and LEG 3/96
	  	US$ 500,000 each and every loss
			
	 (v.)
	 	All other losses	  	US$ 100,000 each and every loss

  

	2.7	Notifications: 

 In accordance with the submittal
requirements outlined above, TANK CONTRACTOR shall deliver the original and two (2) copies of the certificate(s) of insurance or individual insurance policies required by this clause and all subsequent notices of cancellation, termination and
alteration of such policies to: 
  

			
	PURCHASER:	  	Sabine Pass LNG, L.P.
		
	Address:	  	717 Texas Avenue
		  	 Suite 3100
 Houston, TX 77002

  

 Page 21 of 57 

			
	Attention:	  	Ed Lehotsky
		
	Telephone:	  	713-265-0206
		
	Facsimile:	  	713-659-5459
		
	With copy to:	  	Sabine Pass LNG, L.P.
		
	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002

		
	Attention:	  	David Mitchell
		
	Telephone:	  	832-204-2293
		
	Facsimile:	  	713-659-5459

 SC-3 DESIGN CRITERIA, DRAWINGS AND SPECIFICATIONS 
  

	3.1	Prior to the execution of this Tank Contract, PURCHASER has furnished TANK CONTRACTOR certain design criteria, performance specifications, and other data and information necessary
to provide the basis upon which TANK CONTRACTOR shall design and engineer the Work. Subject to SC-3.4, TANK CONTRACTOR has performed engineering, cost estimated and related services and developed, provided or verified all of the information listed
in Exhibits “D” through “K” for the purpose of determining that such information is adequate and sufficiently complete for TANK CONTRACTOR to engineer, procure, construct, and achieve Mechanical Completion and all other Work for,
the Phase 2 Tanks for the Tank Contract Price, within the required times set forth in the Tank Contract Milestone Dates and the Tank Contract Schedule, and in accordance with all requirements of this Tank Contract, including applicable codes and
standards, Applicable Law, warranties, and performance requirements. Accordingly, subject to SC-3.4, TANK CONTRACTOR (i) hereby agrees that it shall have no right to claim or seek an increase in the Tank Contract Price or an adjustment to the
Tank Contract Milestone Dates with respect to any incomplete, inaccurate or inadequate information that may be contained or referenced in Exhibit “D” through “J,” (ii) hereby waives and releases PURCHASER from and against
any such claims, and (iii) shall not be relieved of its responsibility to achieve all requirements under this Tank Contract (including meeting applicable codes and standards, Applicable Law, and performance requirements) due to any such
incomplete, inaccurate or inadequate information. Subject to SC-3.4, PURCHASER makes no guaranty or warranty, express or implied, as to the accuracy, adequacy or completeness of any information that is contained in or referenced in Exhibits
“D” through “J.” 

  

 Page 22 of 57 

	3.2	TANK CONTRACTOR shall perform the Work only in accordance with “Issued for Construction” (IFC) drawings and any subsequent revisions thereto submitted by TANK CONTRACTOR
and reviewed by PURCHASER in accordance with Special Condition 7, titled TANK CONTRACTOR-FURNISHED DRAWINGS, DATA AND SAMPLES. 

  

	3.3	Two (2) copies of such specifications and one (1) full size reproducible copy and three (3) full size prints of such drawings will be furnished to TANK CONTRACTOR
without charge. Any additional copies of such specifications and drawings will, upon TANK CONTRACTOR’s request, be furnished to TANK CONTRACTOR at actual cost. 

  

	3.4	PURCHASER shall be responsible for those items of information identified as “Rely Upon” in Exhibit K. TANK CONTRACTOR shall not be required to examine or be deemed to have
examined any such information and PURCHASER shall remain fully responsible for the accuracy, completeness and sufficiency of such information. If PURCHASER makes a change to any such information or if TANK CONTRACTOR discovers an error in such
information or non-compliance of such information with Applicable Law, and such change, error or non-compliance causes a change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in
accordance with General Condition 32, titled CHANGES. 

 SC-4 PURCHASER-FURNISHED UTILITIES AND FACILITIES 
  

	4.1	Utilities 

 The utilities listed below will be furnished by
PURCHASER without cost to TANK CONTRACTOR, provided that all such utilities will be furnished at outlets existing on the Phase 2 Site and TANK CONTRACTOR shall, at its expense, extend such utilities from said outlets to points of use and at
completion of all the Work remove all materials and equipment used for such extensions. 
  

	 	(1)	telephone line cabling with drop at pole; 

  

	 	(2)	electrical power: for office and at lay down area; 

  

	 	(3)	hydrotest water: in accordance with Exhibit K; and 

  

	 	(4)	diesel fuel for Phase 2 Tank erection generators. 

  

	4.2	Access, storage, and other areas (Refer to Appendix B-13)) 

 The access, storage, parking, office areas and other items listed below will be furnished by PURCHASER. Such areas may be used by TANK CONTRACTOR without charge, provided that any such use will be subject to written approval of PURCHASER
and provided further that any such use does not hinder or interfere with any operations or 
  

 Page 23 of 57 

 construction activity or work being performed at the Phase 1 Site or on the Phase 1 Project. 

 

	 	(1)	construction dock, including offloading dock crane, with crane operator; 

  

	 	(2)	access roads in accordance with Appendix B-13; 

  

	 	(3)	construction storage / laydown area in accordance with Exhibit “E”; 

  

	 	(4)	parking lot in accordance with Exhibit “E”; 

  

	 	(5)	office trailer area; and 

  

	 	(6)	heavy haul roads stabilized with rock sufficient for travel of 200 ton cranes (on mats) and over the road tractors and trailers to the lay down area and around each Phase 2 Tank
foundation area. 200 ton crane movement will require coordination with other project activities. 

 SC-5 PURCHASER-FURNISHED MATERIALS AND
EQUIPMENT 
  

	5.1	PURCHASER will furnish to TANK CONTRACTOR, at PURCHASER’s designated warehouse or Site storage area, the items listed below to be incorporated into or used in performance of
the Work under this Tank Contract. Such items will be furnished, without cost to TANK CONTRACTOR, provided that TANK CONTRACTOR shall, at its expense, accept delivery thereof, load, unload, transport to points of use, and care for such items until
final disposition thereof. At time of acceptance of any such item from PURCHASER, TANK CONTRACTOR shall sign a receipt therefore. Signing of such receipt without reservation therein shall preclude any subsequent claim by TANK CONTRACTOR that any
such items were received from PURCHASER in a damaged condition or with shortages. If at any time after acceptance of any such item from PURCHASER any such item is damaged, lost, stolen or destroyed, such item shall be repaired or replaced at the
expense of TANK CONTRACTOR. Items required to be replaced may, at its option, be furnished by PURCHASER. Upon completion of all the Work under this Tank Contract, TANK CONTRACTOR shall, at its expense, return all surplus and unused items to
PURCHASER’s designated Site storage area. 

  

	5.2	PURCHASER will exert every reasonable effort to make delivery of such materials and equipment so as to avoid delay in the progress of the Work. However, should PURCHASER, for any
reason, fail to make delivery of any such item and a delay results, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. TANK CONTRACTOR shall take all appropriate action to mitigate the
consequences of such delay. 

  

	5.3	Materials to be furnished by PURCHASER: 

 As Stated In
Exhibit “D.” 
  

 Page 24 of 57 

 SC-6 PURCHASER PERMITS 
  

	6.1	General Condition 8, titled PERMITS, notwithstanding, PURCHASER will without cost to TANK CONTRACTOR, obtain or furnish the PURCHASER Permits; however, TANK CONTRACTOR shall, as
necessary, provide PURCHASER with assistance in obtaining such Permits. TANK CONTRACTOR shall otherwise act in accordance with General Condition 8, titled PERMITS. All such PURCHASER Permits are available for examination at the office of PURCHASER
during regular business hours. 

 SC-7 TANK CONTRACTOR-FURNISHED DRAWINGS, SPECIFICATIONS, DATA AND SAMPLES 
  

	7.1	Review and permission to proceed by PURCHASER as stated in this Special Condition does not constitute acceptance or approval of the materials and documents developed or selected by
TANK CONTRACTOR and any approval by PURCHASER shall only constitute permission to proceed and shall not relieve TANK CONTRACTOR from its obligations under the Tank Contract nor shall such approval create any PURCHASER responsibility for the accuracy
of such materials and documents. The drawings and specifications shall be based on the requirements of this Tank Contract, including the Scope of Work, drawings, specifications, applicable codes and standards and Applicable Law, and all drawings and
specifications shall be signed and stamped, as required, by design professionals licensed in accordance with Applicable Law. 

  

	7.2	Those drawings and record drawings specified in this Tank Contract and prepared by TANK CONTRACTOR or Subcontractor or Subsubcontractor under this Tank Contract shall be prepared
using computer aided design (“CAD”). TANK CONTRACTOR shall provide drawings, including record drawings, in their native formats as set forth in Exhibit “D”. 

  

	7.3	In accordance with General Condition 41, titled RIGHT TO WORK PRODUCT, PURCHASER shall have the right to use all materials and documents developed by TANK CONTRACTOR without any
obligation of any kind to TANK CONTRACTOR or its Subcontractors, Subsubcontractors or licensor(s) for any purpose with respect to the Facility. 

  

	7.4	TANK CONTRACTOR’s design, drawings, specifications, samples, certificates and data shall be submitted as set forth below or in accordance with the Tank Contract “Drawings
and Data Requirements” form(s). 

  

	 	(1)	Drawing Submittals 

  

	 	(a)	All drawings shall be submitted by and at the expense of TANK CONTRACTOR before each design phase, fabrication, installation or further work performance is commenced, allowing at
least fourteen (14) Days for critical items and thirty (30) Days for non-critical drawings for review by PURCHASER. 

  

 Page 25 of 57 

	 	(b)	All drawings submitted by TANK CONTRACTOR shall be certified by TANK CONTRACTOR to be correct, shall show that they are for the Phase 2 Project, and shall be furnished in accordance
with the Tank Contract Drawings and Data Requirements form(s). PURCHASER will conduct a review of TANK CONTRACTOR’s drawings and a reproducible drawing marked with one of the following codes will be returned to TANK CONTRACTOR within fourteen
(14) Days for critical drawings and thirty (30) Days for non-critical drawings. 

  

			
	 Code
	  	 Notation.

	 1.
	  	Work may proceed
		
	 2.
	  	Revise and Resubmit. Work may proceed subject to resolution of indicated comments.
		
	 3.
	  	Revise and Resubmit. Work may not proceed.
		
	 4.
	  	Review not required. Work may proceed.

  

	 	(c)	Although Work may proceed on receipt of a drawing with a Code 2 notation, TANK CONTRACTOR must resolve the comments indicated, resubmit and obtain a Code 1 notation before release
for further design development, equipment or material shipment, installation, or completion of the affected Work. 

  

	 	(d)	Drawings returned marked code 2 or 3 shall be resubmitted not later than fifteen (15) Days after transmittal by PURCHASER. PURCHASER must return a copy of the drawings endorsed
with the appropriate code within fourteen (14) Days for critical drawings and thirty (30) Days for non-critical drawings. 

  

	 	(e)	If PURCHASER does not issue any comments, proposed changes or written disapprovals within the applicable (14) Day or thirty (30) Day time periods noted above, TANK
CONTRACTOR may proceed with the development of such drawings and any construction relating thereto, but PURCHASER’s lack of comments or disapproval, if applicable, shall in no event constitute an approval of the matters received by PURCHASER.

  

	 	(2)	Design, Drawings and Specifications 

  

	 	(a)	TANK CONTRACTOR shall prepare its design, drawings, and specifications using the technical documents in the Tank Contract as a basis. Construction will not commence until the
submittal and approval process under SC-7.4 has occurred. 

  

	 	(b)	TANK CONTRACTOR shall complete its design in phases as indicated in the Tank Contract Schedule submitted in accordance with Special 

  

 Page 26 of 57 

 Condition 9, titled TANK CONTRACT SCHEDULE. The information submitted for each phase of the design must
contain sufficient detail on the other phases to permit comprehensive review of the proposed design. 
  

	 	(c)	When required by PURCHASER, TANK CONTRACTOR shall, without charge, provide qualified technical personnel to participate in on-site design reviews. 

  

	 	(d)	Subject to SC-7.4, PURCHASER will review the design as it is completed and shall transmit comments to TANK CONTRACTOR. TANK CONTRACTOR shall promptly resolve these comments and
resubmit the documents. On resubmittal, TANK CONTRACTOR shall direct specific attention, in writing, to revisions other than those proposed by PURCHASER on the previous submittal. 

  

	 	(e)	When the drawings and specifications have been satisfactorily completed, TANK CONTRACTOR shall carry out fabrication, manufacture or construction in accordance therewith and shall
make no further changes therein except upon review by and written approval from PURCHASER. 

  

	 	(f)	Design drawings shall be submitted as specified in paragraph 7.4(1) above. 

  

	 	(3)	Construction Drawings 

  

	 	(a)	TANK CONTRACTOR shall prepare complete construction drawings necessary to execute the Work and shall be fully responsible for the coordination of all elements of the detail design
such as civil, architectural, structural, electrical, and mechanical, etc., so that full details are shown on its construction drawings to permit TANK CONTRACTOR to order its equipment and materials and for its field forces to construct the
facilities covered in the Tank Contract. TANK CONTRACTOR shall also provide design calculations when requested. 

  

	 	(b)	For the purpose of this clause, construction drawings shall include those prepared for the construction of permanent facilities as well as temporary structures such as temporary
bulkheads, excavation support, ground water control systems, and for such other temporary work as may be required for construction. 

  

	 	(c)	Construction drawings shall be submitted as specified in paragraph 7.4(1) above. 

  

	 	(4)	Shop Drawings 

  

	 	(a)	Shop drawings shall be complete and detailed. For the purpose of this clause, shop drawings shall include but not be limited to detail design; detail, fabrication, assembly,
erection and setting drawings; schedule 

  

 Page 27 of 57 

 drawings; manufacturer’s scale drawings; wiring and control diagrams; cuts or entire catalogs,
pamphlets, and descriptive literature; and performance and test data. 
  

	 	(b)	Shop drawings shall be checked and coordinated by TANK CONTRACTOR with the work of all disciplines involved before they are submitted to PURCHASER, and TANK CONTRACTOR’s
approval seal shall provide evidence of such checking and coordination. 

  

	 	(c)	Drawings of a specific piece of equipment shall identify components with the manufacturer’s part number or reference drawing number clearly indicated. If reference drawing
numbers are used, the review data of such drawings shall be included. Drawings shall indicate design dimensions, maximum and minimum allowable operating tolerances on all major wear fits, i.e., rotating, reciprocating or intermittent sliding fits
between shafts or stems and seals, guides and pivot pins. The sequence of submission of all drawings shall be such that all information is available for reviewing each drawing when it is received. 

  

	 	(d)	Shop drawings shall be submitted as specified in paragraph 7.4(1) above. 

  

	 	(5)	Samples 

  

	 	(a)	Where samples are required, they shall be submitted by and at the expense of TANK CONTRACTOR. Such submittals shall be made not less than thirty (30) Days prior to the time
that the materials represented by such samples are needed for incorporation into the Work. Samples shall be subject to review and materials represented by such samples shall not be manufactured, delivered to the Phase 2 Site or incorporated into the
Work without such review. 

  

	 	(b)	Each sample shall bear a label identifying this Tank Contract and showing TANK CONTRACTOR’s name, Phase 2 Project name, name of the item, manufacturer’s name, brand name,
model number, supplier’s name, and reference to the appropriate drawing number, technical specification section and paragraph number, all as applicable. 

  

	 	(c)	Samples that have been reviewed, may, at PURCHASER’s option, be returned to TANK CONTRACTOR for incorporation into the Work. 

  

	 	(6)	Certificates and Data 

  

	 	(a)	Where certificates are required, four (4) copies of each such certificate shall be submitted by and at the expense of TANK CONTRACTOR. Such submittal shall be made not less
than thirty (30) Days prior to the time that the materials represented by such certificates are needed for incorporation into the Work. Certificates shall be subject to review and material represented by such certificates shall not be
fabricated, delivered to the Phase 2 Site or incorporated into the Work without such review. 

  

 Page 28 of 57 

	 	(b)	Certificates shall clearly identify the material being certified and shall include but not be limited to providing the following information: TANK CONTRACTOR’s name, Phase 2
Project name, reference to this Tank Contract, name of the item, manufacturer’s name, and reference to the appropriate drawing, technical specification section and paragraph number, all as applicable. 

  

	 	(c)	All other data shall be submitted as required by the Tank Contract Documents. 

  

	 	(7)	TANK CONTRACTOR Furnished Manuals and Spare Parts Lists 

 TANK CONTRACTOR shall prepare and submit to PURCHASER Operating Manuals and Spare Parts Lists in accordance with the requirements of Exhibit “D.” 
  

	 	(8)	As-Built Drawings and Specifications 

  

	 	(a)	Drawings: 

  

	 	(a.1)	Progress As-Builts. During construction, TANK CONTRACTOR shall keep a marked-up-to-date set of as-built blueline drawings on the Phase 2 Site as an accurate record of
all deviations between Work as shown and Work as installed. These drawings shall be available to PURCHASER for inspection at any time during regular business hours. 

  

	 	(a.2)	Final As-Builts. TANK CONTRACTOR shall at its expense and not later than thirty (30) Days after Mechanical Completion furnish to PURCHASER a complete set of
marked-up as-built reproducible drawings with “AS-BUILT” clearly printed on each sheet. TANK CONTRACTOR shall accurately and neatly transfer all deviations from progress as-builts to final as-builts. As-built drawings shall be provided
where specified and as required to reflect as-built conditions. 

  

	 	(b)	Specifications: 

  

	 	(b.1)	Progress As-Builts. During construction, TANK CONTRACTOR shall keep a marked-up-to-date set of as-built specifications on the Phase 2 Tank Site annotated to clearly
indicate all substitutions that are incorporated into the Work. Where selection of more than one product is specified, annotation shall show which product was installed. These specifications shall be available to PURCHASER for inspection at any time
during regular business hours. 

  

 Page 29 of 57 

	 	(b.2)	Final As-Builts. TANK CONTRACTOR shall at its expense and not later than thirty (30) Days after Mechanical Completion furnish to PURCHASER a complete set of
marked-up as-built specifications with “AS-BUILT” clearly printed on the cover. TANK CONTRACTOR shall accurately and neatly transfer all annotations from progress as-builts to final as-builts. 

  

	 	(c)	Endorsement: 

 TANK CONTRACTOR shall sign each final
as-built drawing and the cover of the as-built specifications and shall note thereon that the recording of deviations and annotations is complete and accurate. 
  

	 	(9)	PURCHASER and TANK CONTRACTOR agree the drawings, design calculations and specifications listed in Exhibit “I” are pre-approved and need not be re-submitted for approval,
but will be issued for construction, provided that TANK CONTRACTOR does not modify or change such drawings, design calculations or specifications from Phase I; and provided further that nothing herein shall relieve TANK CONTRACTOR of its obligations
under this Tank Contract, particularly SC-3.1. 

 SC-8 SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK 
  

	8.1	The Work shall be performed on a turnkey basis and shall include all of the Work required to achieve RFCD, Provisional Acceptance and Final Acceptance in accordance with the
requirements of this Tank Contract. TANK CONTRACTOR shall perform the Work in accordance with GECP, Applicable Law, applicable codes and standards, and all other terms and provisions of this Tank Contract, with the explicit understanding that the
Phase 2 Tanks will receive, store and discharge LNG meeting the requirements of this Tank Contract. It is understood and agreed that the Work shall include any incidental work that can reasonably be inferred as necessary to complete the Phase 2
Tanks in accordance with GECP, Applicable Law, applicable codes and standards, and all other terms and provisions of this Tank Contract, excluding only those items which PURCHASER has specifically agreed to provide under the terms of this Tank
Contract. Without limiting the generality of the foregoing, the Work is more specifically described below and in Exhibit “D.” 

  

	8.2	The Scope of Work for the Phase 2 Tanks shall include the engineering, procurement and construction of two (2) LNG tanks, designated “Tank S-104,” and “Tank
S-105” in accordance with the Tank Contract Documents. 

  

	8.3	PURCHASER shall have the option, subject to TANK CONTRACTOR’s agreement pursuant to SC-8.5, to increase the Scope of Work to include: 

  

	 	(1)	“Option 1” – an additional one (1) LNG tank, designated “Tank S-106,” to be engineered, procured and constructed by TANK CONTRACTOR in accordance

  

 Page 30 of 57 

 with the Tank Contract Documents, provided that PURCHASER gives notice to TANK CONTRACTOR of its intent
to elect such option on or prior to March 31, 2007 (unless otherwise mutually extended by agreement by the Parties). 
  

	8.4	Subject to SC-8.5, if PURCHASER exercises Option 1, PURCHASER shall give TANK CONTRACTOR notice of its intent to exercise Option 1. TANK CONTRACTOR shall, within sixty
(60) Days of such notice, provide PURCHASER with a proposal for Option 1, setting forth the effect of such option on the Tank Contract Price, including all costs, overhead and profit, and a proposed Tank Contract Milestone Date for Mechanical
Completion of Tank S-106, based on a notice to proceed issued by PURCHASER for Tank S-106 (“NTP Tank 3”). If PURCHASER agrees to TANK CONTRACTOR’s proposal, the Parties shall execute a Change Order modifying the Tank Contract Price
and adding the Tank Contract Milestone Date for Tank S-106. If PURCHASER does not agree to TANK CONTRACTOR’s proposal, then the Parties shall meet to try to reach agreement on the Tank Contract Price and the new Tank Contract Milestone Date for
Tank S-106. 

  

	8.5	PURCHASER’s exercise of Option 1 shall not be effective, and TANK CONTRACTOR shall not be obligated to perform the work under Option 1, until PURCHASER and TANK CONTRACTOR
execute a Change Order to memorialize the above changes in SC-8.3 and SC-8.4 to the Tank Contract with respect to Option 1. Notwithstanding PURCHASER’s exercise of Option 1, TANK CONTRACTOR shall not be obligated to accept or agree to the
exercise of either Option 1 or to execute a Change Order with respect to Option 1. TANK CONTRACTOR shall not be obligated to perform the work contemplated by Option 1, unless and until TANK CONTRACTOR executes a Change Order agreeing to the exercise
of Option 1. 

  

	8.6	Notwithstanding anything to the contrary under the Tank Contract, TANK CONTRACTOR shall not have the right to seek adjustment of any terms with respect to Tank S-104 and Tank S-105
(including the Tank Contract Price and Tank Contract Milestone Dates for Tank S-104 and Tank S-105) due to the exercise of Option 1. 

  

	8.7	TANK CONTRACTOR shall complete the Work under the Tank Contract to meet the following Tank Contract Milestone Dates: 

  

			
	 Tank Contract Milestone
	    	 Tank Contract Milestone Date

	 Mechanical Completion of First Tank (S-104)
	    	March 24, 2009
		
	 Mechanical Completion of Second Tank (S-105)
	    	June 3, 2009

 The Tank Contract Milestone Date for RFCD for Tank S-104 and Tank S-105, and all other Work, is
conditioned upon PURCHASER giving a NTP for Tank S-104 and Tank 
  

 Page 31 of 57 

 S-105 no later than July 25, 2006 (excluding any Work on the Phase 2 Tank Site) and giving access to
TANK CONTRACTOR to the Phase 2 Tank Site to perform Work on the Phase 2 Tank Site (including starting pile testing, subsequent production piling and all other Work for Tank S-104 and Tank S-105) no later than August 14, 2006. If TANK CONTRACTOR
is given such NTP after July 25, 2006, or if TANK CONTRACTOR is given such access after August 14, 2006, TANK CONTRACTOR must take reasonable steps to mitigate the effects of any such delay in providing such NTP or access; if and to the
extent TANK CONTRACTOR is unable to mitigate such delay, the dates in the Tank Contract Schedule, including the Tank Contract Milestone Dates, shall be extended as necessary, but such extension shall not exceed the number of days after July 25,
2006, or August 14, 2006, respectively, that TANK CONTRACTOR is given NTP or such access. Except as otherwise provided in the preceding sentence, notwithstanding anything to the contrary, the Tank Contract Milestone Dates shall not be adjusted
except by Change Order. 
  

	8.8	The Target Milestone Date for Mechanical Completion of Tank S-104 is February 10, 2009, and the Target Milestone Date for Mechanical Completion of Tank S-105 is April 21,
2009. 

  

	8.9	PURCHASER shall not issue an NTP for the Phase 2 Tanks until PURCHASER has furnished to TANK CONTRACTOR reasonable documentation that demonstrates that PURCHASER (i) has
sufficient funds to fulfill its payment obligations under this Tank Contract, or (ii) has obtained financing from one or more Lenders to fulfill its payment obligations hereunder for the Phase 2 Tanks, and provided evidence of the execution of
the credit agreement with respect to such financing. 

  

	8.10	In advance, TANK CONTRACTOR shall give PURCHASER all information reasonably requested as to its plans for performing each part of the Work. If at any time, TANK CONTRACTOR’s
actual progress is inadequate to meet the requirements of this Tank Contract, PURCHASER may notify TANK CONTRACTOR to provide a plan necessary to improve its progress. If, within a reasonable period as determined by PURCHASER, TANK CONTRACTOR does
not improve performance to meet the Tank Contract Milestone Dates set forth above, PURCHASER may require an increase in TANK CONTRACTOR’s labor force, the number of shifts, overtime operations, additional days of work per week, expedited
shipment(s) of equipment and materials, and an increase in the amount of construction plant and equipment, all without additional cost to PURCHASER. Neither such notice nor PURCHASER’s failure to issue such notice shall relieve TANK CONTRACTOR
of its obligation to achieve the quality of work and rate of progress required by this Tank Contract. 

  

	8.11	Noncompliance with PURCHASER’s instructions shall be grounds for PURCHASER’s determination that TANK CONTRACTOR is not prosecuting the Work with such diligence as will
assure completion within the times specified. Upon such determination, PURCHASER may terminate this Tank Contract pursuant to General Condition 45, titled TERMINATION FOR DEFAULT. 

  

 Page 32 of 57 

	8.12	Prior to giving the NTP for Tank S-104 and Tank S-105, PURCHASER may authorize TANK CONTRACTOR to perform a portion of the Work under a limited notice to proceed (“LNTP”).
The Parties shall agree upon the scope of Work to be performed under the LNTP. Any amounts paid under the LNTP for performance of any portion of the Work shall be credited against the Tank Contract Price. 

 SC-9 TANK CONTRACT SCHEDULE 
  

	9.1	Within Sixty (60) Days of Notice to Proceed, TANK CONTRACTOR shall submit to PURCHASER for its written approval a Level III Schedule. PURCHASER will review and provide comments
to such Level III Schedule within ten (10) Days of receipt. TANK CONTRACTOR shall make changes to the Level III Schedule based on PURCHASER’s comments and re-submit the Level III Schedule to PURCHASER, unless TANK CONTRACTOR claims that
any comments from PURCHASER are unreasonable, in which case TANK CONTRACTOR shall provide a written explanation to PURCHASER as to why it considers such comments to be unreasonable. The Parties shall discuss any comments claimed to be unreasonable
and attempt to reach agreement on the Level III Schedule. Once PURCHASER has approved the Level III Schedule, it shall be the “Tank Contract Schedule.” The schedule shall consist of a precedence network diagram using the critical path
method (CPM) to show each individual essential activity in sequence to meet the Target Milestone Dates for each Phase 2 Tank. The diagram shall show durations and dependencies including off-Site activities such as design, fabrication of equipment,
procurement, delivery of materials, and items to be furnished by PURCHASER. 

  

	9.2	TANK CONTRACTOR shall utilize Primavera (P3) software to produce the Level III Schedule and the Tank Contract Schedule and shall adhere to the work breakdown structure, activity
code structure and calendars utilized by PURCHASER. 

  

	9.3	The activity listing shall show the following information for each activity on the diagram: Identification by activity ID number; Description of the task or event; Duration;
Personnel by craft; equipment; earliest start and finish dates; and latest start and finish dates. 

  

	9.4	In addition TANK CONTRACTOR shall submit a complementary and detailed narrative description of its plan for performing the Work. The narrative description shall detail the equipment
and personnel requirements by craft to complete a resource loaded schedule. 

  

	9.5	TANK CONTRACTOR shall promptly inform PURCHASER of any proposed changes to the durations, dependencies of activities, logic or critical path of the Tank Contract Schedule and any
proposed changes to the narrative and shall furnish PURCHASER with a revised Tank Contract Schedule and narrative for PURCHASER’s review and comment within ten (10) Days after notice to PURCHASER of such change. The Tank Contract Schedule
and narrative shall be kept up to date, taking into account the actual Work progress and shall be revised and updated every thirty (30) Days to reflect the actual progress of the Work, as well as a current forecast of future activity schedule
dates. The Tank Contract Schedule and narrative, as revised and updated, shall, as reasonably determined by PURCHASER, be sufficient to meet the requirements for completion of any separable part and all of the Work as set forth in this Tank
Contract. 

  

 Page 33 of 57 

	9.6	During the performance of the Work, TANK CONTRACTOR shall submit to PURCHASER periodic reports on the actual progress. Such progress reports shall include the following:

  

			
	1.    Monthly	  	A copy of the Tank Contract Schedule showing actual progress to date for the major parts of the Work, as compared to planned progress, a forecast of future activity schedule dates, an
analysis of the critical path activities progress and status, and a notification and explanation if the critical path activities are projected to be delayed from the original Tank Contract Schedule dates;
		
	2.    Monthly	  	TANK CONTRACTOR will submit a summary of actual hours expended performing the Work. Jobhours will be categorized by non-manual and manual and will be utilized to publish safety statistics.
Manual are craft labor including foremen (e.g. pipe fitters, welders, electricians, laborers, carpenters, ironworkers) whereas non-manual are non-craft labor (e.g. field engineers, superintendents, safety representatives,
accountants);
		
	3.    Monthly	  	A jobhour comparison by craft of actual versus planned staffing;
		
	4.    Weekly	  	A three-week look-ahead personnel forecast by craft. Variation from approved schedules and plans shall be noted and rationalized;
		
	5.    Weekly	  	A rolling four-week schedule showing one week actual progress and a three-week look-ahead forecast. Variation from approved schedules and plans shall be noted and rationalized;
		
	6.    Weekly	  	A weekly report of quantities installed versus total quantities on items of the Work selected by PURCHASER; and
		
	7.    Daily	  	A daily force report listing all personnel by craft and work assignment; and equipment utilized in the Work.

  

	9.7	Schedules and reports shall be furnished in hardcopy and/or native electronic files as specified by PURCHASER. 

 SC-10 TEMPORARY ACCESS AND HAUL ROADS 
  

	10.1	TANK CONTRACTOR shall, at its expense, maintain temporary access and haul roads, except as provided in Special Condition 4, titled PURCHASER-FURNISHED UTILITIES AND FACILITIES, as
may be necessary for the proper performance of this Tank Contract. 

  

 Page 34 of 57 

	10.2	ACCESS TO PHASE 2 TANK SITE, ETC. 

  

	 	(1)	PURCHASER shall provide reasonable notice of any request for access to the Phase 2 Tank Site by (i) any of PURCHASER’S other contractors or subcontractors seeking to
perform work at the Phase 2 Tank Site or (ii) any Landowner. TANK CONTRACTOR agrees to use reasonable efforts to accommodate such request and TANK CONTRACTOR agrees to coordinate the performance of the Work with such other contractors or
subcontractors performing work at the Phase 2 Tank Site so as not to materially interfere with any of PURCHASER’S other contractors or subcontractors performing work at the Phase 2 Tank Site. If PURCHASER’s other contractors or
subcontractors perform work at the Phase 2 Tank Site and materially interfere with TANK CONTRACTOR’s Work, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 

  

	 	(2)	TANK CONTRACTOR shall coordinate its access to and from the Phase 2 Tank Site to ensure that TANK CONTRACTOR does not interfere with the construction or operation of the Phase 1
Facility or the remainder of the Phase 2 Facility. TANK CONTRACTOR shall not access any portion of the Site, the Phase 1 Site or the remainder of the Phase 2 Site, without express written permission from PURCHASER, if such access would interfere
with or hinder the construction or operation of the Phase 1 Facility or the remainder of the Phase 2 Facility. During the performance of the Work or TANK CONTRACTOR’s other obligations under this Tank Contract, if an unforeseen situation arises
that could potentially interfere with the construction or operation of the Phase 1 Facility or the remainder of the Phase 2 Facility, TANK CONTRACTOR shall provide to PURCHASER, as soon as possible but no later than seven (7) Days prior to the
time that TANK CONTRACTOR intends to perform such Work, a written plan listing the potentially interfering Work and proposing in detail how such Work will be performed to avoid interference with the construction or operation of the Phase 1 Facility
or the remainder of the Phase 2 Facility. Prior to performing such Work, PURCHASER and TANK CONTRACTOR shall mutually agree upon a plan, including an applicable schedule for performance, for TANK CONTRACTOR to execute such Work. If TANK
CONTRACTOR’s compliance with this SC-10.2(2) causes a change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES.

  

	 	(3)	If there is any overlap between the Phase 2 Tank Site and the Phase 1 Site, such overlap shall be considered to be the Phase 1 Site. 

 SC-11 SAFETY, HEALTH AND SECURITY REQUIREMENTS 
  

	11.1	In the development and implementation of its S&H Plan and performance of the Work, TANK CONTRACTOR shall conform and comply with the SAFETY AND HEALTH (S&H) STANDARDS set
forth in Exhibit “B” Appendix B-2, and with any subsequent safety and health standards issued by PURCHASER after the Effective Date, including 

  

 Page 35 of 57 

 any safety and health standards or procedures relating to the construction, testing or operation of the
Phase 1 Facility, and including any such standards issued in Operating Plant Procedures. If TANK CONTRACTOR’s compliance with any safety and health standards issued by PURCHASER or Management Contractor after the Effective Date causes a change
in the Work affecting the cost or the Tank Contract Schedule, and such requirements are not required by Applicable Law, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. 
  

	11.2	TANK CONTRACTOR shall not, without prior written approval of PURCHASER, subcontract with any entity whose safety ratings for the previous year exceed the following:

  

					
	 Interstate EMR:
	  	1.0	  	
			
	 State EMR:
	  	1.0	  	
			
	 LWDC:
	  	2.5	  	
			
	 OSHA Recordable:
	  	3.5	  	

  

	11.3	In performance of the Work under this Tank Contract, TANK CONTRACTOR shall establish and maintain a security program, implementing and supplementing Project security requirements.
This shall include a written Security Plan (“Security Plan”) which shall be submitted to PURCHASER for review and approval within ninety (90) Days after the Effective Date and in any event prior to commencing Work at the Phase 2 Tank
Site. Such program shall include: 

  

	 	(1)	Controlled access to office, warehouse, material and equipment sites. 

  

	 	(2)	Physical security of office, warehouse, material and equipment sites, to include periodic security checks of all work areas assigned to TANK CONTRACTOR. 

  

	 	(3)	Control of material and equipment packaging, transportation, and delivery to the Phase 2 Tank Site. 

  

	 	(4)	Accountability procedures for storage, requisition and issue of material and equipment. 

  

	 	(5)	Personnel security to include, but not limited to, compliance with Project work rules (access, badging, prohibited activities and items, etc.). 

  

	 	(6)	Communications security to include, but not limited to, use of radios, radio finders, beacons, etc. 

  

	 	(7)	Compliance with the project emergency response plan, submitted to FERC, to include, but not limited to, emergency notification lists, personnel accountability procedures, etc. The
project emergency response plan may be updated or supplemented after the Effective Date from time to time, including when 

  

 Page 36 of 57 

 PURCHASER issues Operating Plant Procedures, and TANK CONTRACTOR agrees to comply with any such updates
and supplements. If TANK CONTRACTOR’s compliance with any such updates causes a change in the Work affecting the cost or the Tank Contract Schedule, TANK CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32,
titled CHANGES. 
  

	 	(8)	Compliance with all Phase 1 and Phase 2 Project security programs and the coordination measures, with PURCHASER and others on the Phase 2 Site, established for that purpose.

  

	 	(9)	Prompt reporting of incidents of loss, theft or vandalism to PURCHASER, subsequently detailed and provided in writing. 

 TANK CONTRACTOR’s Security Plan shall be added as an appendix to its Project S&H Plan. 
 SC-12 EXPLOSIVES 
  

	12.1	Explosives shall be transported to the Phase 2 Tank Site only when required to perform the Work under this Tank Contract and with prior notice to and written approval of PURCHASER.
TANK CONTRACTOR shall be responsible for properly purchasing, transporting, storing, safeguarding, handling and using explosives required to perform the Work. TANK CONTRACTOR shall employ competent and qualified personnel for the use of explosives
and, notwithstanding any other provision in the Tank Contract to the contrary, shall assume full responsibilities for the cost of any incidental or consequential damages caused by the improper use of explosives. Residual surplus explosives shall be
promptly removed from the Phase 2 Tank Site and properly disposed of by TANK CONTRACTOR. 

 SC-13 LETTER OF CREDIT 
  

	13.1	No later than three (3) Business Days after the issuance of the Notice to Proceed, TANK CONTRACTOR shall furnish an irrevocable standby letter of credit, in the amount of five
percent (5%) of the Tank Contract Price, naming PURCHASER as a beneficiary (“Letter of Credit”), in the form attached hereto as Exhibit “B,” Appendix B-15. 

  

	13.2	The Letter of Credit must be issued by a bank acceptable to PURCHASER, and such Letter of Credit shall remain in effect until PURCHASER issues a Final Acceptance Certificate for all
of the Phase 2 Tanks and PURCHASER gives notice to the issuing bank to release the Letter of Credit. If at any time or times the Tank Contract Price is increased by Change Order by at least one percent (1%) of the Tank Contract Price, in the
aggregate, TANK CONTRACTOR agrees to increase the amount of the Letter of Credit to five percent (5%) of the adjusted Tank Contract Price. 

  

 Page 37 of 57 

 SC-14 MEASUREMENT FOR PAYMENT 
  

	14.1	Set forth in Exhibit “C” is a cash flow curve showing the anticipated payment schedule for the Tank Contract Price. To establish a more definite basis for payment
according to Milestones, TANK CONTRACTOR shall, within fourteen (14) Days after Notice to Proceed, submit a payment schedule for payment of TANK CONTRACTOR’s progress during the first ninety (90) Days of Work after NTP, which subject
to PURCHASER’s approval shall govern payment to TANK CONTRACTOR during such ninety (90) Days. Within sixty (60) Days after Notice to Proceed, TANK CONTRACTOR shall submit to PURCHASER for its approval a Milestone payment schedule
setting forth Milestones for the Phase 2 Tanks as a whole, which shall be substantially in compliance with the Exhibit “C” cash flow curve. After approval by PURCHASER, the Milestone payment schedule submitted by TANK CONTRACTOR shall
establish the milestones for progress payments (“Payment Milestones”) under this Tank Contract (the schedule showing the list of Payment Milestones is referred to as “Milestone Payment Schedule”). Such Milestone Payment Schedule
shall be inserted into Exhibit “C” as a part of Exhibit “C” and shall supersede the cash flow curve in Exhibit “C” in its entirety. Once approved, the Milestone Payment Schedule, including Payment Milestones, shall be
amended only by Change Order pursuant to this Tank Contract. 

  

	14.2	By the fifth (5th) Day of each calendar month, TANK CONTRACTOR shall submit to PURCHASER a written statement (“Payment Milestone Statement”), supported by information
and documentation required under this Tank Contract, with a list of Payment Milestones that TANK CONTRACTOR fully completed during the immediately preceding calendar month. TANK CONTRACTOR shall not include in such list any Payment Milestones that
were only partially complete at the end of the immediately preceding calendar month. 

  

	14.3	If TANK CONTRACTOR performs any Work under a Change Order and such Work is paid under a method other than the use of Payment Milestones, TANK CONTRACTOR shall make all surveys
necessary for determining all quantities of Work to be paid under this Tank Contract. Copies of field notes, computations and other records made by TANK CONTRACTOR for the purpose of determining quantities shall be furnished to PURCHASER upon
request. TANK CONTRACTOR shall notify PURCHASER prior to the time such surveys are made. PURCHASER, at its sole discretion, may witness and verify such surveys. Measurements and computations shall be made by such methods as PURCHASER may consider
appropriate for the class of work measured and the estimate of quantities of Work completed shall be compatible with the reporting requirements of Special Condition 9, titled TANK CONTRACT SCHEDULE. The dividing limits, lines or planes between
adjacent items or classes of excavation, concrete, or other types of work where not definitely indicated on the drawings or in the specifications shall be as determined by PURCHASER. 

 SC-15 INVOICING AND PAYMENT 
  

	15.1	No later than five (5) Days after (i) the issuance of the Notice to Proceed by PURCHASER, (ii) receipt of an Invoice, and (iii) receipt by PURCHASER of the
Letter of Credit, PURCHASER shall make an initial payment to TANK CONTRACTOR in the amount of five percent (5%) of the Tank Contract Price. 

  

 Page 38 of 57 

	15.2	With respect to all invoices (“Invoices”) after the Invoice described in SC-15.1, TANK CONTRACTOR shall prepare and submit such Invoices as follows:

  

	 	(1)	Based on and in conjunction with the Payment Milestone Statement, TANK CONTRACTOR shall submit an Invoice by the fifth (5th) Day of each calendar month for the Payment
Milestones completed through the end of the previous calendar month; 

  

	 	(2)	PURCHASER shall review the Invoice and provide to TANK CONTRACTOR any comments on the Invoice, including any disputed amounts, within five (5) Days of receipt by PURCHASER; and

  

	 	(3)	TANK CONTRACTOR may submit a revised Invoice to take into account PURCHASER’s comments no later than the tenth (10th) Day of the calendar month; otherwise, TANK CONTRACTOR shall submit the revised Invoice the following month or thereafter. 

 If PURCHASER does not dispute the Invoice within the time required in clause (2) above, then the Invoice shall be deemed approved for payment;
provided, however, if PURCHASER subsequently discovers payment has been made for amounts that should not have been paid under the terms of this Tank Contract, the PURCHASER shall have the right to withhold the amount of such improper payment from
subsequent Invoices unless such issue has been resolved. Any disputed amounts shall be resolved in accordance with the terms of the Tank Contract, including the provisions of SC-31. 
  

	15.3	TANK CONTRACTOR shall certify in each Invoice that there are no known outstanding mechanic’s or materialmen’s liens, and that all due and payable bills have been paid or
are included in the Invoice. 

  

	15.4	As a condition of payment, each Invoice received by PURCHASER prior to Provisional Acceptance shall be accompanied by a fully executed (i) Interim Conditional Lien Waiver from
TANK CONTRACTOR in the form of Exhibit “B” Appendix B-10 Form B-10-1 for all Work performed through the date of the Invoice for which payment is requested and (ii) Interim Unconditional Lien Waiver from TANK CONTRACTOR in the form of
Exhibit “B” Appendix B-10 Form B-10-2 for all Work performed through the date of the last Invoice submitted by TANK CONTRACTOR. In addition, as a condition of payment, TANK CONTRACTOR shall also provide (i) fully executed Interim
Conditional Lien Waivers in the form of Exhibit “B” Appendix B-10 Form B-10-3 from each Major Subcontractor whose invoice is received by TANK CONTRACTOR in the calendar month covered by TANK CONTRACTOR’s Invoice (with each such
Interim Conditional Lien Waiver covering all Work performed by each such Major Subcontractor through the date of such Major Subcontractor’s invoice), together with fully executed Interim Unconditional Lien Waivers in the form set forth in
Exhibit “B” Appendix B-10 Form B-10-4 from each Major Subcontractor for all Work performed by such Major 

  

 Page 39 of 57 

 Subcontractor through the date of each such Major Subcontractor’s preceding invoice; (ii) fully
executed Interim Conditional Lien Waivers in the form of Exhibit “B” Appendix B-10 Form B-10-3 from each Major Subsubcontractor whose invoice is received by TANK CONTRACTOR in the calendar month covered by TANK CONTRACTOR’s Invoice
(with each such Interim Conditional Lien Waiver covering all Work performed by each such Major Subsubcontractor through the date of such Major Subsubcontractor’s invoice), together with fully executed Interim Unconditional Lien Waivers from
each Major Subsubcontractor in the form set forth in Exhibit “B” Appendix B-10 Form B-10-4 for all Work performed by such Major Subsubcontractor through the date of each such Major Subsubcontractor’s preceding invoice; provided that
if TANK CONTRACTOR fails to provide to PURCHASER an Interim Conditional Lien Waiver or Interim Unconditional Lien Waiver from a Major Subcontractor or Major Subsubcontractor as required, PURCHASER’s right to withhold payment for the failure to
provide any such Interim Conditional Lien Waiver or Interim Unconditional Lien Waiver shall be limited to the amount that should have been reflected in such Interim Conditional Lien Waiver or Interim Unconditional Lien Waiver. 
  

	15.5	TANK CONTRACTOR hereby subordinates any mechanics’ and materialmen’s liens or other claims or encumbrances that may be brought by TANK CONTRACTOR against any or all of the
Work, the Facility or the Site to any liens granted in favor of Lender, whether such lien in favor of Lender is created, attached or perfected prior to or after any such liens, claims or encumbrances, and shall require its Subsubcontractors to
similarly subordinate their lien, claim and encumbrance rights. TANK CONTRACTOR agrees to comply with reasonable requests of PURCHASER for supporting documentation required by Lender in connection with such subordination, including any necessary
lien subordination agreements. Nothing in this Article shall be construed as a limitation on or waiver by TANK CONTRACTOR of any of its rights under Applicable Law to file a lien or claim or otherwise encumber the Facility as security for any
undisputed payments owed to it by PURCHASER hereunder which are past due; provided that such lien, claim or encumbrance shall be subordinate to any liens granted in favor of Lenders. 

  

	15.6	Within thirty (30) Days after receipt of a correct Invoice, PURCHASER will pay TANK CONTRACTOR ninety-five percent (95%) of the correct Invoice amount, retaining the
balance (“Retainage”). If there are any disputed amounts in an Invoice which PURCHASER has notified TANK CONTRACTOR of in accordance with SC-15.2, PURCHASER shall pay all undisputed amounts in the Invoice. Subject to the terms of the Tank
Contract Price (including the right to withhold payment for Defective Work), one-half of the Retainage shall be paid to TANK CONTRACTOR upon Provisional Acceptance of Tank S-104 and one-half of the Retainage shall be paid to TANK CONTRACTOR upon
Provisional Acceptance of the final Phase 2 Tank. 

  

	15.7	Amounts otherwise payable under this Tank Contract may be withheld, in whole or in part, if: 

  

	 	(1)	TANK CONTRACTOR is in default of any Tank Contract condition including, but not limited to, the schedule, quality assurance and health and safety requirements; or

  

 Page 40 of 57 

	 	(2)	TANK CONTRACTOR has not submitted: 

  

	 	(a)	The Tank Contract Schedule, including any revisions or updates, as required by Special Condition 9, titled TANK CONTRACT SCHEDULE; 

  

	 	(b)	Proper insurance certificates, or not provided proper coverage or proof thereof; 

  

	 	(c)	PURCHASER approved securities; and 

  

	 	(d)	Interim Lien Waivers from TANK CONTRACTOR, Major Subcontractors and Major Subsubcontractors. 

  

	 	(3)	Adjustments are due from previous overpayment or audit results. 

  

	15.8	PURCHASER will make payments of such amounts withheld in accordance with SC-15.6 above if TANK CONTRACTOR cures all defaults in the performance of this Tank Contract.

  

	15.9	If claims filed against TANK CONTRACTOR connected with performance under this Tank Contract, for which PURCHASER may be held liable if unpaid (e.g., unpaid withholding and back
Taxes), are not promptly removed by TANK CONTRACTOR within seven (7) Days after receipt of written notice from PURCHASER to do so, PURCHASER may remove such claims and deduct all costs in connection with such removal from withheld payments or
other monies due, or which may become due, to TANK CONTRACTOR. If the amount of such withheld payment or other monies due TANK CONTRACTOR under this Tank Contract is insufficient to meet such costs, or if any claim against TANK CONTRACTOR is
discharged by PURCHASER after final payment is made, TANK CONTRACTOR and its surety or sureties, if any, shall promptly pay PURCHASER all costs incurred thereby regardless of when such claim arose or whether such claim imposed a lien upon the Work,
the Facility or the Site. 

  

	15.10	Upon receipt by TANK CONTRACTOR of PURCHASER’s Provisional Acceptance Certificate for the last Phase 2 Tank under this Tank Contract, TANK CONTRACTOR shall prepare and submit
its final invoice (“Final Invoice”), together with (i) a statement summarizing and reconciling all previous Invoices, payments and Change Orders; (ii) an affidavit that all payrolls, Taxes, bills for material and equipment, and
any other indebtedness connected with the Work for which TANK CONTRACTOR and its Subcontractors and Subsubcontractors are liable (excluding Corrective Work) have been paid; (iii) fully executed Final Conditional Lien and Claim Waiver from TANK
CONTRACTOR in the form of Exhibit “B” Appendix B-10, Form B-10-5, (iv) fully executed Final Conditional Lien and Claim Waivers from each Major Subcontractor and each Major Subsubcontractor in the form set forth in Exhibit
“B” Appendix B-10 Form B-10-7. No later than thirty (30) Days after receipt by PURCHASER of such Final Invoice and all required and reasonably requested documentation and achieving Provisional Acceptance of the last Phase 2 Tank,
PURCHASER shall, subject to its rights to withhold payment under this Tank Contract, pay TANK CONTRACTOR the balance 

  

 Page 41 of 57 

 of the Tank Contract Price (including any remaining Retainage), provided that TANK CONTRACTOR provides to
PURCHASER at or before the time of such payment the following: (i) fully executed Final Unconditional Lien and Claim Waiver from TANK CONTRACTOR in the form of Exhibit “B” Appendix B-10 Form B-10-6 and (ii) fully executed Final
Unconditional Lien and Claim Waivers from each Major Subcontractor and each Major Subsubcontractor in the form of Exhibit “B” Appendix B-10 Form B-10-8. Notwithstanding the above, PURCHASER shall not withhold from final payment an amount
greater than the amount(s) in dispute. 
  

	15.11	After PURCHASER issues the Final Acceptance Certificate for the last of the Phase 2 Tanks, PURCHASER shall give notice to the issuing bank to release the Letter of Credit.

  

	15.12	No payments of Invoices or portions thereof shall at any time constitute approval or acceptance of any Work under this Tank Contract, nor be considered a waiver by PURCHASER of any
of the terms of this Tank Contract. Title to all equipment and materials which has vested in PURCHASER pursuant to General Condition 34, titled TITLE AND RISK OF LOSS, however, shall not be part of TANK CONTRACTOR’s property or estate, unless
otherwise specified by Applicable Law, in the event TANK CONTRACTOR is adjudged bankrupt or makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of TANK CONTRACTOR’s insolvency, or if all or any
portion of this Tank Contract is terminated. 

  

	15.13	TANK CONTRACTOR shall submit all Invoices in original and two (2) copies to: 

  

							
	PURCHASER:	  	Sabine Pass LNG, L.P.	  	with copy to:	  	Sabine Pass LNG, L.P.
				
	Address:	  	717 Texas Avenue	  	Address:	  	717 Texas Avenue
		  	Suite 3100	  		  	Suite 3100
		  	Houston, TX 77002	  		  	Houston, TX 77002
				
	Attention:	  	Accounts Payable	  	Attention:	  	Ed Lehotsky
				
	Facsimile:	  	713-659-5459	  	Telephone:	  	713-265-0206
				
		  		  	Facsimile:	  	713-659-5459

  

 Page 42 of 57 

			
	 And
 with copy to:
	  	Sabine Pass LNG, L.P.
		
	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002

		
	Attention:	  	David Mitchell
		
	Telephone:	  	832-204-2293
		
	Facsimile:	  	713-659-5459

  

	15.14	Any amounts due but not paid hereunder, any amounts withheld from TANK CONTRACTOR but later finally determined in accordance with the dispute resolution procedure set forth in SC-41
to have been improperly withheld, or any amounts collected by PURCHASER on the Letter of Credit but later finally determined in accordance with the dispute resolution procedure set forth in SC-31 to have been improperly collected, shall bear
interest at the lesser of (i) an annual rate equal to the prime rate set from time to time by Citibank, N.A. plus three percent (3%), or (ii) the maximum rate permitted under Applicable Law. 

 SC-16 PRICING OF ADJUSTMENTS 
  

	16.1	When pricing is a factor in any determination of a Tank Contract adjustment pursuant to the General Condition 32, titled CHANGES, or General Condition 33, titled DISPUTES, TANK
CONTRACTOR shall propose upward or downward price adjustments in one of the following methods, as directed by PURCHASER; 

  

	 	(1)	Estimated Lump Sum Price 

 When TANK CONTRACTOR is
directed to provide a lump sum price adjustment, it shall provide cost breakdown information for the purpose of and in sufficient detail to permit analysis and negotiation including but not limited to engineering, fabrication, labor categories,
labor hours, equipment hours and material quantities and other supporting data upon which the lump sum is based. 
  

	 	(2)	Cost Reimbursable Basis 

 If for any reason PURCHASER and
TANK CONTRACTOR are unable to agree upon a lump sum Tank Contract Price adjustment the following provisions, which establish and define allowable costs and rates for force account work, shall also define allowable costs and rates for a determination
by PURCHASER. TANK CONTRACTOR shall establish separate cost accounting records, subject to daily end-of-the day written approval by PURCHASER of all allocable costs on a force account basis. Reimbursement of reasonable and approved incurred costs,
plus 
  

 Page 43 of 57 

 specified rates for overhead and profit, as defined below, shall be the basis for force account
adjustment of the Tank Contract Price. Upon request by PURCHASER, TANK CONTRACTOR shall provide PURCHASER with copies of the fixed rates below for labor and equipment. 
  

	 	(a)	Direct Labor 

 Wage rates for Field Labor shall be
governed by Special Condition 45, titled WAGE ADJUSTMENTS. Incurred direct labor wages for salaried personnel working directly on the change shall be paid according to TANK CONTRACTOR’s salary schedule (sorted by classification). TANK
CONTRACTOR shall provide PURCHASER with such salary schedule within thirty (30) Days of Notice to Proceed, and such schedule shall not be subject to adjustment, except on an annual basis by mutual agreement between the Parties. 
 PURCHASER shall approve timesheets on a daily basis. Timesheets shall be in sufficient detail to identify the Change Order, activities performed, the
labor categories and applicable labor rate and hours expended. PURCHASER shall have access to TANK CONTRACTOR’s certified payroll records for verification of labor costs. 
  

	 	(b)	Equipment 

 Approved incurred construction equipment,
facilities and vehicle costs (exclusive of Taxes) at fixed rates are allowable. Construction equipment has an original purchase price of more than US$500. Small tools and equipment having original purchase prices of less than US $500 each, are
deemed to be covered in the overhead and profit rates established by this clause. If operating costs such as fuel oil and grease are not included in rental rates they are also allowable. 
  

	 	(i)	TANK CONTRACTOR shall provide PURCHASER with rates for construction equipment, facilities and vehicles within thirty (30) Days after Notice to Proceed; such rates are not
subject to adjustment, except on an annual basis by mutual agreement between the Parties. 

  

	 	(ii)	When the operated use of equipment is infrequent and, as determined by PURCHASER, such equipment need not remain at the work site continuously, charges shall be limited to actual
hours of use. Equipment not operating but retained at the location of changes at PURCHASER’s direction shall be charged at the standby rate. 

  

	 	(iii)	For the cost of both rented and owned equipment to be allowable, PURCHASER must agree in writing, prior to their being used, that the individual pieces of equipment are needed, are
appropriate for the work, and that the mobilization and demobilization costs are allocable to the change and acceptable. This is in addition to the daily end-of-day approval of operating time for such equipment. 

  

 Page 44 of 57 

	 	(c)	Materials 

 Approved incurred costs for material
incorporated into the changed Work or required for temporary construction facilities made necessary by the change shall be allowable at net cost (exclusive of sales and use Tax) delivered to the Phase 2 Site plus ten percent (10%) overhead and
profit for TANK CONTRACTOR. 
  

	 	(d)	Subcontracts and Subsubcontracts 

 Approved incurred costs
for Subcontract and Subsubcontract tasks shall be allowable plus ten percent (10%) overhead and profit for TANK CONTRACTOR for changes resulting in a Tank Contract price adjustment, including this percentage markup, of less than US $250,000, or
will pay five percent (5%) for changes resulting in adjustments of US $250,000 or more; provided that PURCHASER has approved the Subcontract or Subsubcontract pursuant to General Condition 42, titled ASSIGNMENTS AND SUBCONTRACTS before any Work
is performed. 
 SC-17 NOT USED 
 SC-18 QUALITY
SURVEILLANCE INSPECTIONS 
 PURCHASER designated equipment or materials furnished by TANK CONTRACTOR shall not be deemed accepted until inspected by
PURCHASER’s or PURCHASER’s representative in accordance with Exhibit “B,” Appendix B-1 GENERAL REQUIREMENTS FOR TANK CONTRACTOR QUALITY SYSTEMS. 
 SC-19 TRAINING PROGRAM 
 To provide trained operation and maintenance (O&M) personnel for PURCHASER’S O&M
program, TANK CONTRACTOR shall support PURCHASER in the development and implementation of a program for training of PURCHASER nominated trainees in operating and maintaining the Phase 2 Tanks and systems/subsystems constructed and installed under
this Tank Contract. Upon completion of the training program, the training aids, tools, test equipment, training manuals and other materials specific to the program shall be transferred to PURCHASER and PURCHASER may make video recordings of all
training sessions for PURCHASER’S use. 
 SC-20 LIQUIDATED DAMAGES 
  

	20.1	The Parties hereby agree that the damages which PURCHASER will sustain as a result of TANK CONTRACTOR’s failure to meet key Tank Contract Milestone Dates are difficult or
impossible to determine with certainty and, therefore, have in good faith estimated as fair compensation the liquidated damages (“Liquidated Damages”) as set forth 

  

 Page 45 of 57 

 below. If TANK CONTRACTOR fails to deliver the equipment or materials or perform the Work within the time
frames specified in the Tank Contract for the Tank Contract Milestone Dates listed below, or any extensions evidenced by a Change Order or duly executed Tank Contract amendment, TANK CONTRACTOR shall pay to PURCHASER as fixed, agreed and Liquidated
Damages for each Day of delay the sum(s) specified below, which amounts shall be independently calculated for each Tank Contract Milestone indicated: 
 LIQUIDATED DAMAGES 
  

			
	 MILESTONE DESCRIPTION
	  	 LIQUIDATED DAMAGE AMOUNT PER CALENDAR DAY

	 Mechanical Completion
 First Tank
 (S-104)
	  	 — US $50,000 per Day for Days 1-75 after the Tank Contract Milestone Date for Mechanical Completion for Tank S-104
  
 — US $100,000 per Day for each Day more than 75 Days after Tank Contract Milestone Date for
Mechanical Completion for Tank S-104

		
	 Mechanical Completion
 Second Tank
 (S-105)
	  	 — US $50,000 per Day for Days 1-75 after Tank Contract Milestone Date for Mechanical Completion for Tank S-105
  
 — US $100,000 per Day for each Day more than 75 Days after Tank Contract Milestone Date for
Mechanical Completion for Tank S-105

		
	 Mechanical Completion
 Third Tank
 (S-106, if Option 1
 exercised by
 PURCHASER)
	  	 — US $50,000 per Day for Days 1-75 after Tank Contract Milestone Date for Mechanical Completion for Tank S-106
  
 — US $100,000 per Day for each Day more than 75 Days after Tank Contract Milestone Date for
Mechanical Completion for Tank S-106

  

	20.2	The application of Liquidated Damages shall not effect a change in the Tank Contract Milestone Dates or relieve TANK CONTRACTOR of its obligation to improve its progress, pursuant
to Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK, and to achieve or mitigate the failure to achieve any Tank Contract Milestone Dates. 

  

	20.3	Payments of Liquidated Damages shall become due immediately upon failure to achieve a Tank Contract Milestone Date. PURCHASER shall be entitled to withhold from payments due, offset
against other obligations, deduct from Retainage, and draw down on Letter(s) of Credit or performance securities any and all Liquidated Damages due from TANK CONTRACTOR. 

  

 Page 46 of 57 

	20.4	The cumulative total of all Liquidated Damages will not exceed ten percent (10%) of the total Tank Contract Price. 

  

	20.5	Except as set out in Special Condition 8, titled SCOPE, COMMENCMENT, PROGRESS AND COMPLETION OF THE WORK, where PURCHASER may require TANK CONTRACTOR to accelerate to recover lost
schedule, and except as provided in General Condition 45, titled TERMINATION FOR DEFAULT, TANK CONTRACTOR shall have no further liability to PURCHASER for delay other than for the payment of Liquidated Damages as provided in this SC-20. It is
expressly agreed that Liquidated Damages payable under this Tank Contract do not constitute a penalty and that the Parties, having negotiated in good faith for such specific Liquidated Damages and having agreed that the amount of such Liquidated
Damages is reasonable in light of the anticipated harm caused by the breach related thereto and the difficulties of proof of loss and inconvenience or non-feasibility of obtaining any adequate remedy, are estopped from contesting the validity or
enforceability of such Liquidated Damages. 

 SC-21 APPLICABLE LAW 
 This Tank Contract shall be governed by and interpreted under the laws of the State of Texas (without giving effect to the principles thereof relating to conflicts of law). The United Nations Convention on Contracts
for the International Sale of Goods shall not apply to this Tank Contract and shall be disclaimed in and excluded from any Subcontracts entered into by TANK CONTRACTOR in connection with the Work or the Project. 
 SC-22 CONSTRUCTION MANAGEMENT 
  

	22.1	PURCHASER intends to engage by contract a Management Contractor to manage the Work under this Tank Contract. TANK CONTRACTOR agrees to submit all Invoices to Management Contractor,
with copy to PURCHASER; provide all notices, including without limitation notices related to changes to the Work, delays and Force Majeure, to Management Contractor, with copy to PURCHASER; treat, comply with, and abide by all communications,
directives, notices and instructions from Management Contractor as if coming directly from PURCHASER under this Tank Contract. The scope of Management Contractor’s authority to act of behalf of PURCHASER is set forth in Exhibit “L” to
this Tank Contract, titled Scope of Management Contractor’s Authority as Authorized Representative. Notwithstanding anything to the contrary, Management Contractor shall not have the authority to amend this Tank Contract (by Change Order or
otherwise) or otherwise contractually bind PURCHASER without PURCHASER’s express consent or ratification in writing. 

  

	22.2	TANK CONTRACTOR shall submit to Management Contractor copies of all documents, invoices, information, forms, policies, procedures, plans, test information, test data, and other data
and information submitted or required to be submitted to PURCHASER under this Tank Contract, including all Exhibits and Appendices hereto. The address for Management Contractor for purposes of this Section is: 

 Bechtel Corporation 
 3000 Post Oak
Boulevard 
 Houston, TX 77056 
 Facsimile: 713-235-1610 
  

 Page 47 of 57 

 PURCHASER shall designate the Person at Management Contractor who shall receive such information. 
 SC-23 RELEASE OF CONSEQUENTIAL DAMAGES 
 TO
THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW AND EXCEPT TO THE
EXTENT EXPRESSLY PROVIDED IN ANY OTHER PROVISIONS OF THIS TANK CONTRACT,
NEITHER PARTY NOR THEIR RESPECTIVE AFFILIATES SHALL BE LIABLE TO THE
OTHER OR ITS AFFILIATES FOR ANY SPECIAL, INDIRECT, CONSEQUENTIAL, INCIDENTAL,
PUNITIVE OR EXEMPLARY LOSS OR DAMAGES WHETHER OR NOT FORESEEABLE, RESULTING
FROM OR ARISING OUT OF THIS TANK CONTRACT REGARDLESS OF WHETHER
LIABILITY IS BASED ON BREACH OF CONTRACT, BREACH OF WARRANTY, THE
FAILURE OF ANY REMEDY HEREUNDER FOR WANT OF ITS ESSENTIAL PURPOSE,
TORT (INCLUDING NEGLIGENCE AND STRICT LIABILITY), OR OTHER BASES OF LIABILITY.
SUCH EXCLUDED DAMAGES INCLUDE LOSS OF PROFITS OR REVENUE, DIMINUTION OF
VALUE, LOSS OF OPPORTUNITY, LOSS OF GOODWILL, LOSS OF USE OF PROPERTY
OR CAPITAL, INTEREST OR ANY OTHER FINANCING COSTS OR CLAIMS OF
PURCHASER’S CUSTOMERS, OR ANY OTHER FORM OF INDIRECT OR SPECIAL DAMAGES,
WHETHER OR NOT FORESEEABLE, AND WHETHER OR NOT THE RELEASED PARTY IS
AWARE OF, OR HAS BEEN ADVISED OF, THE POSSIBILITY OF SUCH DAMAGES..
THE PARTIES AGREE THAT THIS SC-23 SHALL SURVIVE THE CANCELLATION, TERMINATION,
EXPIRATION, DEFAULT OR ABANDONMENT OF THIS TANK CONTRACT, BUT SHALL NOT
APPLY TO ANY LIQUIDATED DAMAGES PAYABLE UNDER SC-20, IF ANY. TANK CONTRACTOR AGREES
THAT MANAGEMENT CONTRACTOR AND PURCHASER’S CONTRACTORS SHALL BE ENTITLED TO THE
LIMITATION OF LIABILITY PROVIDED BY TANK CONTRACTOR UNDER THIS SC-23 TO THE FULL
EXTENT PURCHASER IS ENTITLED TO A LIMITATION OF LIABILITY UNDER THIS SC-23, AND
PURCHASER AGREES THAT TANK CONTRACTOR’S SUBCONTRACTORS AND SUBSUBCONTRACTORS SHALL BE ENTITLED
TO THE LIMITATION OF LIABILITY PROVIDED BY PURCHASER UNDER THIS SC-23 TO THE
FULL EXTENT TANK CONTRACTOR IS ENTITLED TO A LIMITATION OF LIABILITY UNDER THIS
SC-23. 
 SC-24 NOT USED 
 SC-25 MEASUREMENT SYSTEM

 TANK CONTRACTOR shall use the “English Standard” system of measurement for all designs, specifications, drawings, plans and Work except as
otherwise directed in writing by PURCHASER. 
  

 Page 48 of 57 

 SC-26 NOT USED 
 SC-27 KEY PERSONNEL 
 Listed in Exhibit “B,” Appendix B-11 are the positions for TANK CONTRACTOR’s Key Personnel. Within
thirty (30) Days after the Effective Date, TANK CONTRACTOR shall provide a list of the names of the persons TANK CONTRACTOR proposes to fill those positions, including resumes and other information related to their qualifications. Upon
PURCHASER’s approval, such persons shall be the Key Personnel. TANK CONTRACTOR shall not reassign or remove such Key Personnel without the prior written authorization of PURCHASER. 
 TANK CONTRACTOR shall ensure that Key Personnel continue to perform the part of the Work assigned to them for as long as necessary to achieve the Tank Contract requirements. TANK CONTRACTOR shall not remove any Key
Personnel from the Work without prior written approval of PURCHASER. TANK CONTRACTOR shall allow a minimum of twenty-one (21) Days notice of its desire to remove any Key Personnel from the Tank Contract Work. 
 SC-28 LANGUAGE REQUIREMENTS 
 The Tank Contract Documents and all
notices, communications and submittals between the Parties pursuant to the implementation of this Tank Contract shall be in the English language, unless otherwise directed in writing by PURCHASER. All translation services, to include the physical
presence of qualified translators in both office and field, necessary for written or oral communications with PURCHASER and all members of TANK CONTRACTOR’s work force or in the course of routine Phase 2 Tank Site coordination of any nature,
shall be provided by TANK CONTRACTOR. TANK CONTRACTOR warrants these services and their staffing shall fully meet the standards and requirements established by PURCHASER. 
 SC-29 NOT USED 
 SC-30 DRUGS, ALCOHOL AND WEAPONS 
  

	30.1	TANK CONTRACTOR’s personnel shall not bring onto the Phase 2 Tank Site, or any other location where the provisions of this Tank Contract apply: 

  

	 	(1)	Any firearm of whatsoever nature, knife with a blade exceeding four (4) inches (100 millimeters) in length or any other object which in the sole judgment of PURCHASER is
determined to be a potential weapon. 

  

	 	(2)	Alcoholic beverages of any nature. 

  

	 	(3)	Illegal or PURCHASER-prohibited non-prescription drugs of any nature without exception. 

  

	30.2	TANK CONTRACTOR shall abide by and enforce the requirements of this clause to include the immediate removal from the Work under this Tank Contract of any employee who has violated
the requirements of this clause or who PURCHASER, in its sole judgment, determines has violated the requirements of this clause. 

  

 Page 49 of 57 

	30.3	TANK CONTRACTOR shall be subject to the Phase 1 and Phase 2 Project’s drug and alcohol policy, attached as Exhibit “B,” Appendix B-4. Pre-employment drug and alcohol
screening shall be required of all TANK CONTRACTOR’s employees. All TANK CONTRACTOR’s employees shall be subject to random drug and alcohol testing. 

 SC-31 ARBITRATION 
 Any arbitration held under this Tank Contract shall be held in Houston, Texas, unless
otherwise agreed by the Parties, shall be administered by the Dallas, Texas office of the American Arbitration Association (“AAA”) and shall, except as otherwise modified by this Article SC-31, be governed by the AAA’s Construction
Industry Arbitration Rules and Mediation Procedures (including Procedures for Large, Complex Construction Disputes) (the “AAA Rules”). The number of arbitrators required for the arbitration hearing shall be determined in accordance with
the AAA Rules. The arbitrator(s) shall determine the rights and obligations of the Parties according to the substantive law of the state of Texas, excluding its conflict of law principles, as would a court for the state of Texas; provided, however,
the law applicable to the validity of the arbitration clause, the conduct of the arbitration, including resort to a court for provisional remedies, the enforcement of any award and any other question of arbitration law or procedure shall be the
Federal Arbitration Act, 9 U.S.C.A. § 1, et seq. Issues concerning the arbitrability of a matter in dispute shall be decided by the arbitrator(s). The Parties shall be entitled to engage in reasonable discovery, including the right to
production of relevant and material documents by the opposing Party and the right to take depositions reasonably limited in number, time and place; provided that in no event shall any Party be entitled to refuse to produce relevant and
non-privileged documents or copies thereof requested by the other Party within the time limit set and to the extent required by order of the arbitrator(s). All disputes regarding discovery shall be promptly resolved by the arbitrator(s). This
agreement to arbitrate is binding upon the Parties, TANK CONTRACTOR’s surety (if any) and the successors and permitted assigns of any of them. At PURCHASER’s sole option, PURCHASER may join any Guarantor as an additional party to any
arbitration conducted under this Article SC-31. The Parties may join any other Person as an additional party to any arbitration conducted under this Article SC-31, provided that the party to be joined is or may be liable to
either Party in connection with all or any part of any dispute between the Parties. The arbitration award shall be final and binding, in writing, signed by all arbitrators, and shall state the reasons upon which the award thereof is based. The
Parties agree that judgment on the arbitration award may be entered by any court having jurisdiction thereof.  
 SC-32 NOT USED 
 SC-33 NOT USED 
 SC-34 HAZARDOUS MATERIALS 
  

	34.1	TANK CONTRACTOR shall not, nor shall it permit or allow any Subcontractor or Subsubcontractor to, bring any Hazardous Materials on the Phase 2 Tank Site and shall bear all
responsibility and liability for such materials; provided, however, that TANK CONTRACTOR may bring onto the Phase 2 Tank Site such Hazardous Materials as are necessary to perform the Work so long as the same is done in compliance with

  

 Page 50 of 57 

 Applicable Law, applicable codes and standards, and the SAFETY AND HEALTH (S&H) STANDARDS set forth
in Exhibit “B” Appendix B-2, and TANK CONTRACTOR shall remain responsible and liable for all such Hazardous Materials. 
  

	34.2	If TANK CONTRACTOR or any Subcontractor or Subsubcontractor encounter pre-existing Hazardous Materials at the Phase 2 Tank Site, and TANK CONTRACTOR or any Subcontractor or
Subsubcontractor knows or suspects that such material is Hazardous Material, TANK CONTRACTOR and its Subcontractors and Subsubcontractors shall promptly stop Work in the affected area and notify PURCHASER. 

  

	34.3	PURCHASER shall remove, transport and, as appropriate, dispose of any Hazardous Materials discovered or released at the Phase 2 Tank Site, including any Hazardous Materials brought
on the Phase 2 Tank Site or generated by Third Parties, but excluding any Hazardous Materials brought on to the Phase 2 Tank Site or generated by TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors. 

 SC-35 HAZARDOUS SUBSTANCE AWARENESS 
  

	35.1	The nature of the Work to be performed under this Tank Contract involves inherent risks. TANK CONTRACTOR agrees that it will inform its officers, employees, agents, Subcontractors
and Subsubcontractors, and any other parties which may come into contact with any Hazardous Materials as a result of TANK CONTRACTOR’s activities hereunder of the nature of such materials and any health or environmental risks associated with
such materials. 

  

	35.2	TANK CONTRACTOR warrants that TANK CONTRACTOR’s personnel and personnel of its Subcontractors and Subsubcontractors, assigned to or regularly entering the Phase 2 Site, have or
will receive training as specified in OSHA 29 CFR 1910.120 (e) in relation to this Tank Contract prior to their assignment to field duty. Supervisory personnel of any tier will also receive, as a minimum, eight hours additional specialized
training in the management of Hazardous Material operations. Such training shall be at TANK CONTRACTOR’s expense. TANK CONTRACTOR personnel assigned to the Phase 2 Tank Site may also be required to attend specialized training classes specific
to the Phase 2 Tank Site as presented by PURCHASER. 

 SC-36 HAZARDOUS SUBSTANCE REGULATIONS 
 TANK CONTRACTOR shall ensure that all Hazardous Materials with which it deals receive safe and proper handling. TANK CONTRACTOR confirms that it is aware of and will
comply with the requirements of the Comprehensive Environmental Response, Compensation, Liability Act, 42 U.S.C. 9601-9675 (CERCLA) as amended; the Resource Conservation and Recovery Act, 42 U.S.C. 6901-6992 (RCRA) as amended; the Toxic Substances
Control Act (TSCA), 15 U.S.C. 2601-2671; the Clean Water Act (CWA), 33 U.S.C. 1251-1387; Title 40 of the Code of Federal Regulations; the Department of Transportation (DOT) regulations applicable to Hazardous Materials, and any other Applicable Law
related to working with or near Hazardous Materials. 
  

 Page 51 of 57 

 SC-37 NOT USED 
 SC-38 LABORATORY ANALYSES 
  

	38.1	When chemical, radiological or physical analyses of Hazardous Materials, which are the responsibility of TANK CONTRACTOR, are required for their disposal, treatment, or recycling,
and such analyses are not listed below as PURCHASER provided, TANK CONTRACTOR shall cause such analyses to be performed by an appropriately qualified laboratory. TANK CONTRACTOR shall identify the analyses to be performed and submit the name,
qualifications, and procedures of the proposed laboratory(ies) to PURCHASER for review prior to performing any analyses. Such analyses shall be at TANK CONTRACTOR’s expense. The following laboratory analyses will be provided by PURCHASER:

 NONE. 
 SC-39 ON-SITE
HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL 
 If the Work under this Tank Contract includes any intrusive site or structural drilling, boring, coring or
sampling, debris may be produced as a result of these efforts. This debris could include solids or liquids drawn from site wells for sampling purposes. All such debris shall be treated by TANK CONTRACTOR as if it were Hazardous Materials regulated
under the federal Resource and Conservation Recovery Act of 1976, 42 U.S.C. 6901-6992 (RCRA) as amended, or any more stringent applicable regulations, unless and until TANK CONTRACTOR has been able to confirm, to the satisfaction of PURCHASER and
the appropriate regulatory agencies that the wastes are not regulated as Hazardous Materials. 
 SC-40 OFF-SITE TRANSPORTATION AND DISPOSAL OF HAZARDOUS
MATERIALS 
 TANK CONTRACTOR shall have no authority or responsibility for the off-site transportation, storage, treatment or disposal of contaminated or
potentially contaminated waste materials of any kind, which are directly or indirectly generated at the Phase 2 Tank Site. However, TANK CONTRACTOR shall handle all materials at the Phase 2 Tank Site with due care, in accordance with Work plans or
Phase 2 Tank Site plans and the requirements of this Tank Contract. 
 SC-41 SEC FILINGS 
  

	41.1	TANK CONTRACTOR acknowledges and agrees that PURCHASER or its Affiliates shall be required, from time to time, to make disclosures and press releases and applicable filings with the
SEC (including a copy of this Tank Contract) in accordance with applicable securities laws, that PURCHASER believes in good faith are required by Applicable Law or the rules of any stock exchange. If any such disclosure, press release or filing
includes any reference to TANK CONTRACTOR, then PURCHASER shall provide as much notice as is practicable to TANK CONTRACTOR to provide it with an opportunity to comment; provided, however, the final determination shall remain with PURCHASER.

  

 Page 52 of 57 

 SC-42 TANK CONTRACTOR REGISTRATION 
  

	42.1	Non-resident TANK CONTRACTOR and its Subcontractors and Subsubcontractors must register for sales and use Tax purposes with the Louisiana Department of Revenue and the Cameron
Parish Police Jury. Prior to commencing Work non-resident TANK CONTRACTOR and its Subcontractor and Subsubcontractors shall post a bond in an amount required under Applicable Law. Upon satisfactory completion of the Tax registration and surety bond
requirements, TANK CONTRACTOR shall obtain from the Secretary a certificate of compliance and shall provide a copy to PURCHASER. 

 SC-43
LOUISIANA SALES AND USE TAXES 
  

	43.1	PURCHASER shall participate in the Louisiana Enterprise Zone Program, which shall allow PURCHASER to receive a rebate directly from the State of Louisiana Department of Revenue of
the rebatable portion of Louisiana state, parish and local-option sales and use tax (“Louisiana Sales and Use Tax”) incurred and paid by TANK CONTRACTOR and its Subcontractors or Subsubcontractors in connection with performance of the
Work. TANK CONTRACTOR shall provide to PURCHASER, for itself and its Subcontractors and Subsubcontractors, all documentation as may be reasonably requested by PURCHASER and available to TANK CONTRACTOR and its Subcontractors and Subsubcontractors in
order to allow PURCHASER to secure such rebate. Such documentation shall include invoice documentation supporting all Louisiana Sales and Use Taxes paid by TANK CONTRACTOR and its Subcontractors and Subsubcontractors for the purchase of permanently
installed material and equipment delivered within the state of Louisiana. Such documentation shall be provided to PURCHASER with each Invoice and shall clearly identify (i) the item of material or equipment purchased, (ii) the amount of
Louisiana Sales and Use Tax paid; and (iii) all information (including the Phase 2 Project name and the Phase 2 Project address, which shall be documented on TANK CONTRACTOR’s Invoice) to properly establish that the material and equipment
was used in connection with or incorporated into the Phase 2 Facility. If the equipment was taken from TANK CONTRACTOR’s or a Subcontractor’s or Subsubcontractor’s inventory, subject to SC-43.4, TANK CONTRACTOR shall provide PURCHASER
with an invoice, journal vouchers or other similar documentation as may be required to evidence that the applicable Louisiana Sales and Use Tax was paid by TANK CONTRACTOR or its Subcontractor or Subsubcontractor on such inventory. PURCHASER’s
tax consultant shall assist PURCHASER to secure all available rebates of Louisiana Sales and Use Taxes and is authorized to request and receive information directly from TANK CONTRACTOR and Subcontractors and Subsubcontractors on behalf of
PURCHASER. No information shall be provided to PURCHASER’s tax consultant until such tax consultant has signed a confidentiality agreement with TANK CONTRACTOR and any applicable Subcontractor or Subsubcontractor with terms customary in the
audit industry for audits of this kind. 

  

	43.2	PURCHASER shall provide TANK CONTRACTOR with any state and local manufacturing, pollution control or other applicable sales and use Tax exemption certificates that PURCHASER
received and which are valid under Applicable Law, including the governing law specified in SC-21. TANK CONTRACTOR will reasonably cooperate with PURCHASER to minimize any and all Taxes relating to the Project. 

  

 Page 53 of 57 

	43.3	If TANK CONTRACTOR or any of its Subcontractors or Subsubcontractors incurs any sales and use Taxes on any items of material and equipment for which PURCHASER has previously
provided TANK CONTRACTOR with a valid applicable sales and use Tax exemption certificate, TANK CONTRACTOR shall be responsible for the payment of such sales and use Taxes without reimbursement by PURCHASER. 

  

	43.4	PURCHASER shall have the right to have its third party auditors audit the Books and Records of TANK CONTRACTOR and its Subcontractors and Subsubcontractors to confirm that all
Louisiana Sales and Use Taxes paid by TANK CONTRACTOR and its Subcontractors and Subsubcontractors in connection with the Work are properly owed under Applicable Law; provided, however, if the determination of the proper amount of such Louisiana
Sales and Use Tax assessed on any one or more items of material and or equipment is dependent upon knowing the actual cost incurred by TANK CONTRACTOR or its Subcontractors or Subsubcontractors for such item of equipment or material and the
compensation of such item of equipment or material is included in the Tank Contract Price or in any lump sum Change Order, that portion of the audit devoted to reviewing the actual cost incurred by TANK CONTRACTOR or its Subcontractors or
Subsubcontractors for such item of material and/or equipment shall be performed by PURCHASER’s tax consultant, which shall be retained by PURCHASER at PURCHASER’s sole expense. The Parties agree that (unless the amount of Louisiana Sales
and Use Tax properly payable for an item of material and equipment is subject to litigation or arbitration) such tax consultant shall not disclose to PURCHASER the actual cost incurred by TANK CONTRACTOR or its Subcontractors or Subsubcontractors
for any item of material and equipment included in the Tank Contract Price, but the Parties agree that such tax consultant may report to PURCHASER the proper Louisiana Sales and Use Taxes properly payable under Applicable Law. No access to Books and
Records shall be granted to PURCHASER’s third party auditors until such auditors have signed a confidentiality agreement with TANK CONTRACTOR or any applicable Subcontractor or Subsubcontractor with terms customary in the audit industry for
audits of this kind. 

  

	43.5	Included in the Tank Contract Price is an allowance of Five Million Three Hundred Forty-Nine Thousand Four Hundred Seventy-Three US Dollars (US$5,349,473) for Louisiana Sales and
Use Taxes arising in connection with the Work (“Louisiana Sales and Use Tax Allowance”). If the actual amount of Louisiana Sales and Use Taxes paid by TANK CONTRACTOR and its Subcontractors and Subsubcontractors in connection with the Work
is less than the Louisiana Sales and Use Tax Allowance, PURCHASER shall be entitled to a Change Order reducing the Tank Contract Price by such difference. If the actual amount of Louisiana Sales and Use Taxes paid by TANK CONTRACTOR and its
Subcontractors and Subsubcontractors in connection with the Work is greater than the Louisiana Sales and Use Tax Allowance, TANK CONTRACTOR shall be entitled to a Change Order increasing the Tank Contract Price by such difference; provided that TANK
CONTRACTOR shall reasonably cooperate with PURCHASER to minimize any and all Louisiana Sales and Use Taxes arising in connection with the Work, and provided further that in the event that PURCHASER discovers that it has paid TANK

  

 Page 54 of 57 

 CONTRACTOR for any improperly assessed Louisiana Sales and Use Taxes, TANK CONTRACTOR shall reasonably
assist PURCHASER in the recover of such refunds and overpayments. 
 SC-44 LIMITATION OF LIABILITY 
 Notwithstanding any other provisions of this Tank Contract to the contrary, TANK CONTRACTOR shall not be liable to PURCHASER under this Tank Contract or under any cause
of action related to the subject matter of this Tank Contract, whether in contract, warranty, tort (including negligence), strict liability, products liability, professional liability, contribution or any other cause of action, in excess of a
cumulative aggregate amount of thirty percent (30%) of the Tank Contract Price (as may be adjusted by Change Order), and PURCHASER shall release TANK CONTRACTOR from any liability in excess thereof; provided that, notwithstanding the
foregoing, the limitation of liability set forth in this Special Condition shall not (i) apply to damages, losses, costs and expenses resulting from TANK CONTRACTOR’s criminal acts, fraud or gross negligence by Key Personnel or their
superiors; (ii) apply to TANK CONTRACTOR’s obligations under General Condition 34.3, 39.1, 39.2, 39.4, 39.5 or 40.1; or (iii) include the proceeds paid under any insurance policy that TANK CONTRACTOR or its Subcontractors or
Subsubcontractors are required to obtain pursuant to this Tank Contract, or Subcontract or Subsubcontract, as the case may be. In no event shall the limitation of liability set forth in this Special Condition be in any way deemed to limit TANK
CONTRACTOR’s obligation to perform all Work required to achieve Ready for Cool Down (RFCD) for all of the Phase 2 Tanks. 
 SC-45 WAGE ADJUSTMENTS

  

	45.1	PURCHASER and TANK CONTRACTOR have agreed that PURCHASER will assume certain responsibility for increases in compensation for direct labor and hourly labor, including but not
limited to wages (inclusive of payroll burdens and benefits), per diems, and other living allowances (“Field Labor Rates and Compensation”) required to attract and maintain the number of skilled and productive direct and indirect hourly
labor workers at the Phase 2 Project Site (“Field Labor”) necessary for Tank Contractor to perform the Work in accordance with the Tank Contract Schedule. PURCHASER’s obligation hereunder shall be irrespective of the cause of such
increase, excluding cause within the control of or due to the fault of TANK CONTRACTOR. The Parties agree that the intent of this methodology will be to: (1) proactively address and adjust the Field Labor Rates and Compensation levels required
to attract and maintain the number of skilled and productive Field Labor necessary for Tank Contractor to perform the Work; and (2) to provide provisions for timely payment terms with respect to increased compensation levels. The Parties
acknowledge that the demand for skilled Field Labor may be greater than the local supply and that competitive wages and total compensation may need to be provided to attract and maintain skilled and productive Field Labor. 

 

	45.2	The Tank Contract Price includes baseline Field Labor Rates and Compensation (“Baseline Field Labor Rates and Compensation”) for each category of Field Labor.
Contemporaneous with the execution of this Tank Contract, TANK CONTRACTOR shall provide to PURCHASER a listing of such Baseline Field Labor Rates and Compensation. 

  

 Page 55 of 57 

	45.3	The Tank Contract Price includes an allowance of Five Million US Dollars (US$5,000,000) (“Labor Compensation Allowance”) for the payment of increased Field Labor and
Compensation hereunder. 

  

	45.4	If TANK CONTRACTOR believes that the Field Labor Rates and Compensation need to be increased over the Baseline Field Labor Rates and Compensation to attract and maintain Field
Labor, the following shall apply: 

  

	 	(1)	TANK CONTRACTOR may submit an invoice against the Labor Compensation Allowance for any Field Labor Rates in excess of the Baseline Field Labor Rates and Compensation, as permitted
in SC-45.4(2) or 45.4(3). TANK CONTRACTOR is not entitled to, and may not invoice the Labor Compensation Allowance for, any markup for overhead, profit, fee, or otherwise on any such increased labor rates. 

  

	 	(2)	If TANK CONTRACTOR believes it needs to increase the Field Labor Rates and Compensation to attract and maintain hourly craft labor, TANK CONTRACTOR shall submit in writing to
PURCHASER a notice and substantiation of the need for such increase, with a five (5) day notice prior to implementation, for any portion of the first US$2,500,000 of the Labor Compensation Allowance to be allocated at the discretion of TANK
CONTRACTOR. 

  

	 	(3)	TANK CONTRACTOR may submit to PURCHASER a request for an increase in Field Labor Rates and Compensation above the US$2,5000,000 provided for in clause (2) above, up to the full
amount of the Labor Compensation Allowance, including documents reasonably necessary to substantiate the need for an increase in the compensation required to attract and maintain qualified workers, including the Local Labor Survey as defined below.

  

	 	(a)	TANK CONTRACTOR shall provide any other information reasonably requested by PURCHASER with respect to TANK CONTRACTOR’s request for an increase in Field Labor Rates and
Compensation. 

  

	 	(b)	PURCHASER and TANK CONTRACTOR shall meet within five (5) Business Days after receipt of TANK CONTRACTOR’s request to evaluate TANK CONTRACTOR’s request for an
increase in Field Labor Rates and Compensation. If PURCHASER agrees, such agreement not to be unreasonably withheld, that an increase in Field Labor Rates and Compensation is justified and has been substantiated by TANK CONTRACTOR, then PURCHASER
and TANK CONTRACTOR shall agree to new maximum Field Labor Rates and Compensation for any or all categories of Field Labor. If PURCHASER does not agree with TANK CONTRACTOR’s request for an increase in Field Labor Rates and Compensation,
PURCHASER shall give a written response to TANK CONTRACTOR within five (5) Business Days of receipt of such request, stating the reasons for PURCHASER’s disagreement. 

  

 Page 56 of 57 

	 	(c)	If TANK CONTRACTOR pays Field Labor Rates and Compensation below the Baseline Field Labor Rates and Compensation, TANK CONTRACTOR shall credit the amounts below such Baseline Field
Labor Rates and Compensation to the Labor Compensation Allowance. 

  

	 	(d)	Failure by PURCHASER and TANK CONTRACTOR to agree on any adjustment shall be a dispute within the meaning of the General Condition entitled DISPUTES. 

  

	45.5	TANK CONTRACTOR shall provide documentation as reasonably requested by PURCHASER regarding amounts invoiced or paid for hourly craft labor, including workhours, wages rates,
benefits, and other compensation paid. 

  

	45.6	Compensation packages for TANK CONTRACTOR Field Labor will not significantly differ from that offered by other large contractors providing construction labor for the Phase 1 Project
or Phase 2 Project. TANK CONTRACTOR shall conduct a local and regional wage and total compensation survey (“Local Labor Survey”) to provide evidence of the need for an increase in Field Labor and Compensation under this SC-45. Such Local
Labor Survey shall include the wage rates paid by other recognized owners, major contractors and their subcontractors performing or anticipated to be performing major capital projects (excluding turnarounds) during the term of this Tank Contract
within a fifty (50) mile radius of the Phase 2 Project. 

  

	45.7	Any increase in Field Labor Rates and Compensation shall be applied to Work performed after the implementation of such increase. If PURCHASER denies an increase under SC-45.4(3) and
such increase was owed, then the increase shall be retroactive to the date in which the request by TANK CONTRACTOR was made. The increases in Field Labor Rates and Compensation shall be applied to the budgeted hours, as reflected in the Baseline
Field Labor Rates and Compensation, remaining for the Phase 2 Project (as may be adjusted by Change Order), not actual hours. 

  

	45.8	Any portion of the Labor Compensation Allowance not used or invoiced on the Phase 2 Project shall revert to PURCHASER. 

  

	45.9	All adjustments seeking an increase to the Labor Compensation Allowance shall be by Change Order. Other than PURCHASER’s agreement to increase Field Labor Rates and
Compensation as set forth above, TANK CONTRACTOR retains all responsibility and obligation for the performance of the Work, including the timely performance of the Work by Field Labor. 

  

 Page 57 of 57 

 Execution Version 
 Sabine Pass Expansion – Tank Contract 
 APPENDIX B-1 
 GENERAL REQUIREMENTS FOR TANK CONTRACTOR QUALITY SYSTEMS 
 Unless otherwise set forth herein, capitalized terms have the same meaning as set forth in Exhibit B to the Tank Contract. 
  

	1.0	SCOPE 

  

	 	1.1	This document provides quality assurance requirements for TANK CONTRACTOR’s materials and services as specified in the Tank Contract. 

  

	 	1.2	This Appendix B-1 applies to those items and related services which are required to be controlled to assure quality. 

  

	 	1.3	This Appendix does not delete or revise any requirements of the Tank Contract. If any inconsistency is considered to exist between the requirements of this document and the Tank
Contract, the higher or more stringent requirement shall control. 

  

	2.0	GENERAL 

  

	 	2.1	TANK CONTRACTOR is responsible for the achievement of the required standard of Work in accordance with the requirements of the Tank Contract. PURCHASER will monitor and audit TANK
CONTRACTOR’s actions and activities, as necessary, to verify that proper controls are implemented and to assure compliance with the specified requirements. 

  

	 	2.2	The monitoring will generally take the form of regular assessments and surveillance of the methods and documents used to control, progress, record and verify the Work performed. Any
areas considered deficient shall be remedied to the satisfaction of PURCHASER. 

  

	 	2.3	A Quality Plan is considered a base document for the assurance of quality and describes the means by which TANK CONTRACTOR will ensure that the standard of the Work complies with
the Tank Contract requirements. TANK CONTRACTOR shall produce a quality plan (“Quality Plan”), which covers all activities associated with the Tank Contract, and shall describe the activities in a logical order and include references to
applicable procedures, interfaces, (including witness, hold and inspection points), and documents recording attainment of quality. 

  

	3.0	QUALITY SYSTEM REQUIREMENTS 

  

	 	3.1	TANK CONTRACTOR shall establish a quality system (“Quality System”), which shall be in place and maintained by TANK CONTRACTOR throughout the duration of the Tank
Contract. 

  

	 	3.2	The Quality System shall cover all activities and extend to all areas of TANK CONTRACTOR’s organization applicable to the work being undertaken and include design, procurement,
fabrication, erection, installation, testing and shipping, as appropriate, dependent upon the nature of the product and type of service being provided. 

  

	 	3.3	The Quality System shall be based on existing proven working routine and practices and be described in an approved document reflecting a planned and systematic approach to achieving
and maintaining quality. The system shall ensure that all actions and activities that have impact upon quality are systematically planned. 

  

	 	3.4	Unless noted otherwise in the Tank Contract, the Quality System shall include controls for the following areas: 

 Dated [                        ]

	 	3.4.1	MANAGEMENT RESPONSIBILITY 

 TANK CONTRACTOR
management shall define its policy and objectives for, and commitment to, quality. The responsibility, authority, and the interrelation of all personnel engaged in final inspection and/or tests shall be defined. 
 In-house verification requirements, provisions for adequate resources, and the assignment of trained and/or experienced personnel for verifying that
product conforms to specified requirements, shall be identified. 
 Quality management representatives (including “Quality Assurance
Managers” and “Quality Control Managers”), supported by appropriate quality organization staffing, shall be appointed who, irrespective of other responsibilities, shall have defined authority and responsibility for ensuring that the
requirements of the quality system are implemented and maintained. These personnel shall be assigned on a full time basis at the location where work activity warrants, as determined by PURCHASER’s QA. The proposed candidate for this position
requires documented approval from PURCHASER’s QA. Appropriate personnel shall be assigned prior to starting work affecting permanent plant items. Deviations from this requirement will be subject to PURCHASER QA’s approval. 
  

	 	3.4.2	QUALITY SYSTEM 

 An effective Quality System
encompassing all activities under the scope of work (Engineering, procurement, construction, etc.) shall be established and maintained for the review, checking, inspection and tests of products on completion. This shall include documented procedures
for final inspection and test operations, including workmanship standards and quality records. Applicable procedures shall be referenced in the TANK CONTRACTOR’s Quality Plan and shall be submitted to PURCHASER for review and approval.

 TANK CONTRACTOR shall prepare an inspection and test plan (“ITP”) for each equipment item. TANK CONTRACTOR shall obtain the
approval of PURCHASER for the ITP prior to the start of fabrication. 
 The ITP shall document all the major permanent plant related
activities in chronological order from initial drawings through manufacturing/construction, process controls, final testing, and documentation/certification. These activities shall include, but not be limited to: 
  

	 	a.	Testing and inspection activities to be performed by the TANK CONTRACTOR in accordance with the Contract requirements. (i.e., NDE, pressure testing, PMI and other activities)

  

	 	b.	Testing and inspection activities to be performed by the TANK CONTRACTOR in accordance with the TANK CONTRACTOR’s internal QA/QC procedures. 

  

	 	c.	Hold, witness, and notification points for source inspection activities to be performed by the TANK CONTRACTOR. 

  

	 	d.	All inspection activities associated with any fabrication by any sub-suppliers. 

	 	

 The TANK CONTRACTOR shall develop the format of the ITP to include, as a minimum, the
following items for each quality verification activity: 
  

	 	a.	Relevant procedures and specifications 

  

	 	b.	Acceptance criteria 

  

	 	c.	Records/documentation produced 

  

	 	d.	Approval signatures by TANK CONTRACTOR and PURCHASER 

  

 Page 2 of 6 

	 	3.4.3	DESIGN CONTROL 

 Documented procedures and measures
shall be established and maintained to control and verify the design of the product in order to ensure that the specified requirements are met. These measures shall include, as appropriate, design reviews, design verification, and control of design
changes. 
  

	 	3.4.4	DOCUMENT CONTROL 

 Documented procedures and
measures shall be established and maintained to control approved documents. Documented procedures for final inspection and testing shall be reviewed and approved for adequacy by authorized personnel prior to issue. The document control system shall
ensure that only valid documents are used for construction or fabrication activities and are available for final inspection and testing. 
  

	 	3.4.5	PURCHASING 

 Documented procedures and controls
shall be in place to ensure that purchased products conform to specified requirements. Subcontractors/suppliers shall be selected on the basis of their ability to meet procurement document requirements. Measures shall be established to verify that
purchased products conform to the procurement document requirements. 
  

	 	3.4.6	PRODUCT IDENTIFICATION 

 TANK CONTRACTOR shall
maintain a system of identification to ensure traceability of materials, welding and NDE for all pressure containing components and/or other equipment or components as required by applicable industry standards or PURCHASER specifications. Individual
product or batches shall be marked for identification, where specified. The identification shall be recorded on related records. 
  

	 	3.4.7	INSPECTION AND TESTING 

 All inspection and testing
shall be carried out in accordance with documented procedures and the appropriate records shall be maintained to complete the evidence of conformance of product to the specified requirements. The final inspection shall include a verification of
acceptable results of other necessary inspections or tests performed previously during receiving inspection or “in-process” verification of requirements. 
  

	 	3.4.8	INSPECTION, MEASURING, AND TEST EQUIPMENT 

 Documented procedures shall be established for control of inspection, measuring, and test tools and equipment. 
 Inspection,
measuring, and test equipment shall be calibrated and maintained to demonstrate the conformance of product to the specified requirements. All inspection, measuring, and test equipment utilized for final inspection and testing shall be calibrated and
adjusted against certified equipment having known valid relationship to recognized standards. 
 Calibration records shall be maintained for
inspection, measuring, and test equipment. 
  

 Page 3 of 6 

	 	3.4.9	INSPECTION AND TEST STATUS 

 The inspection and
test status of products shall be identified by using markings, authorized stamps, tags, labels, inspection records, test software, physical location, or other suitable means, which indicate the conformance or nonconformance of products with regard
to inspection and tests performed. Records shall identify the inspection authority responsible for the release of conforming products. 
  

	 	3.4.10	CONTROL OF NONCONFORMING PRODUCT 

 Documented
procedures shall be established for control of nonconforming items. Control of products that do not conform to the specified requirements shall be maintained. All nonconforming products shall be clearly identified and segregated, when practical, to
prevent unauthorized use, delivery, or mixing with conforming product. Repair or reworked products shall be re-inspected in accordance with documented procedures. TANK CONTRACTOR shall submit a repair procedure to PURCHASER that addresses all major
repair or rework activities. PURCHASER shall approve this procedure prior to starting any repair or rework activity. 
  

	 	3.4.11	HANDLING, STORAGE, PACKAGING, AND DELIVERY 

 Arrangements shall be made for the protection of the quality of products and its identification after final inspection and test. Where contractually specified, this protection shall be extended to include delivery to destination.

  

	 	3.4.12	QUALITY RECORDS 

 Appropriate inspection and test
records shall be maintained to substantiate conformance with specified requirements. Quality records shall be legible and identifiable to the product involved. Quality records that substantiate conformance with the specified requirements shall be
retained for an agreed period and made available on request. 
  

	 	3.4.13	TRAINING 

 Training requirements shall be
identified in a training plan or a procedure and included within the quality system to ensure that all necessary training is made available and given to TANK CONTRACTOR employees. The training requirements shall encompass organizational and
procedural information as well as technical and safety topics. The system shall ensure that required procedures are available and to confirm that personnel are aware of the requirements and regulations pertinent to their activities. Personnel
performing final inspection and tests shall have appropriate experience and/or training. 
  

	 	3.4.14	AUDITS 

 Documented procedures for performance of
audits shall be established. 
 Audits of internal and external permanent plant products or activities shall be performed to ensure
compliance with contract requirements. 
 Qualified personnel shall perform audits. 
 An Audit Schedule shall be developed by TANK CONTRACTOR and submitted to PURCHASER for review and approval prior to performance of first scheduled audit.

  

 Page 4 of 6 

	 	3.4.15	SAFETY AND ENVIRONMENTAL 

 Quality, safety, and
protection of the environment are considered to be integral aspects of a quality system. The Quality System shall ensure that due consideration is given to safety and the environment in which the product or service is supplied. 
 The procedures adopted shall ensure that work methods are conducted in a safe and secure manner and adequate reviews and safeguards are adopted.

  

	 	3.5	The technical specification(s) of PURCHASER will identify any additional applicable governing quality standards. 

  

	4.0	ADDITIONAL REQUIREMENTS 

  

	 	4.1	Within thirty (30) days after award, TANK CONTRACTOR shall submit, for PURCHASER’s approval, a copy of its Quality Plan (including applicable procedures), which
defines the Quality System that has been agreed to be followed. 

  

	 	4.1	PURCHASER may approve, or approve with comments, TANK CONTRACTOR Quality Plan. Comments from PURCHASER shall be incorporated in TANK CONTRACTOR’s Quality Plan (i.e., by
revision, addenda, amendments, or supplements) and resubmitted for final acceptance to PURCHASER within thirty (30) days of receipt of comments from PURCHASER. 

  

	 	4.2	Subsequent revisions to the PURCHASER accepted Quality Plan and/or associated procedures, which delete any of the existing requirements, or render them less restrictive, shall be
submitted to PURCHASER for review and approval prior to implementation. 

  

	 	4.3	Acceptance by PURCHASER does not relieve TANK CONTRACTOR of the obligation to comply with the requirements of the Tank Contract, including this document. If the Quality System,
implemented by TANK CONTRACTOR, is subsequently found to be ineffective or inadequate in providing for acceptable control, TANK CONTRACTOR shall make necessary revisions. 

  

	 	4.4	TANK CONTRACTOR shall assure that Subcontractors and Subsubcontractors comply with the applicable requirements of the Tank Contract. 

  

	 	4.5	TANK CONTRACTOR shall assess the effectiveness of the control of quality by Subcontractors and Subsubcontractors at intervals consistent with the importance and complexity of the
product or service. Results of these assessments shall be provided to PURCHASER. 

  

	5.0	DEVIATIONS/REQUESTS FOR INFORMATION 

  

	 	5.1	A deviation is any departure from any technical specification requirement contained in the Tank Contract documents which TANK CONTRACTOR intends to incorporate in the completed item
or service provided. Disposition of deviations is classified and defined as follows: 

  

	 	a.	Accept as is: A disposition which may be imposed for a nonconformance when it can be established that the discrepancy will result in no adverse conditions and that the item
under consideration will continue to meet all engineering functional requirements, including performance, maintainability, fit, and safety. 

  

	 	b.	Repair: The process of restoring a nonconforming characteristic to a condition such that the capability of an item to function reliably and safely is unimpaired, even though
that item still may not conform to the original requirements. 

  

	 	c.	Accept Substitution: Change the subject requirement in PURCHASER’s procurement document so that the item or service to be furnished is no longer deviant but fully
conforming. 

  

 Page 5 of 6 

	 	5.2	TANK CONTRACTOR shall submit all deviations to PURCHASER within five (5) working days after detection. Deviations are considered unacceptable until approved in writing by
PURCHASER. 

  

	 	5.3	The deviation request must be supported by technically valid information that is sufficient for evaluation by PURCHASER. When necessary, TANK CONTRACTOR shall attach supporting
technical documents to the deviation request. 

  

	 	5.4	A copy of PURCHASER’s approved deviation request and attachments shall be included by TANK CONTRACTOR in the quality verification data package for the item(s) to which it
applies. 

  

	 	5.5	The acceptance or rejection of TANK CONTRACTOR proposed disposition is the prerogative of PURCHASER and shall require the signed authorization of PURCHASER. Acceptance of the
deviation request by PURCHASER does not relieve TANK CONTRACTOR from responsibility for the accuracy, adequacy, or suitability of the item or service being provided as defined in the Tank Contract. 

  

	6.0	QUALITY DOCUMENTS 

  

	 	6.1	Quality Verification Documents shall be submitted to PURCHASER in accordance with the requirements of the Tank Contract documents and Exhibit B, Appendix B-3A.

  

	 	6.2	All quality related documents, procedures, and qualifications shall be available for examination by PURCHASER. 

  

	7.0	TANK CONTRACTOR QUALITY SURVEILLANCE 

  

	 	7.1	All procuring, processing, assembling, testing, examination, and inspection operations performed by TANK CONTRACTOR and its Subcontractor and Subsubcontractors are subject to
surveillance by PURCHASER. This surveillance shall in no way relieve TANK CONTRACTOR of any contractual responsibilities nor shall it limit, in any way any other rights of PURCHASER under the Tank Contract. The term “surveillance”, as used
herein, includes inspection, survey, and audit activities. 

  

	 	7.2	Inspectors for PURCHASER shall be given access to TANK CONTRACTOR and its Subcontractors and Subsubcontractors facilities and records to inspect and report on the work pertaining to
this Tank Contract. 

  

 Page 6 of 6 

 Execution Version 
 EXHIBIT “B” 
 APPENDIX B-1A 
 DIRECTIONS FOR CERTIFICATION DOSSIERS 
  

	1.0	PURPOSE 

 To provide guidelines to TANK CONTRACTOR on preparation
of Certification Dossier(s) for the Sabine Pass LNG Terminal Project (Phase 2). 
  

	2.0	SCOPE 

 To provide a certification system verifying the necessary
inspections, checks and testing requirements have been performed, accepted and documented, to support handover of the Work. 
 It is PURCHASER’S policy
that Work is not complete until all paperwork is complete. Therefore it should be understood that this is a contractual procedure and no deviations from it shall be allowed without the prior consent of PURCHASER. PURCHASER requires that the
Certification Dossier be professional in every respect. This includes staffing, keeping records current, progress reporting, storage conditions and handover details as detailed elsewhere in this appendix. 
  

	3.0	DEFINITIONS 

  

	 	3.1	Certification: Documents summarizing the predefined inspections, checks and testing that have been performed and signed off as acceptable, including supplier drawings, as
builts, calculations, traceability, third party data reports, etc. 

  

	 	3.2	Dossier: A suite of records containing the compiled Certification records. 

  

	 	3.3	As-builts: Accurate and approved records of all deviations between Work as designed and Work as installed. 

  

	 	3.4	Certified Material Test Reports (CMTR/MTR): document issued and authenticated by the material manufacturer defining the chemical composition and mechanical properties of a
material. 

  

	 	3.5	Certificate of Conformance: document issued by a relevant organization certifying that the product(s) supplied conform in every respect to the purchasing specification.

  

	4.0	REFERENCE 

  

	 	4.1	Project Specifications applicable to TANK CONTRACTOR’S scope of Work. 

  

					
		 	Page 1 of 4	 	Tank Contract Appendix B-1A

	5.0	RESPONSIBILITY 

 TANK CONTRACTOR shall appoint a Certification
representative (“Certification Representative”). This position requires a person with previous experience in Certification formulation and review activities, and such Representative shall be agreed with PURCHASER. TANK CONTRACTOR shall be
responsible for completing, checking and obtaining all necessary approvals. 
  

	6.0	REQUIREMENTS FOR CERTIFICATION DOSSIERS 

  

	 	6.1	A Certification Dossier must be submitted for all permanent Phase 2 Project related Work. The dossier shall be completed in accordance with guidelines identified in this Appendix.

  

	 	6.2	Within the first month after Tank Contract award TANK CONTRACTOR shall submit to PURCHASER for review a “dummy dossier” Table of Contents/Index (TOC). The “dummy
dossier Table of Contents/Index (TOC)” will require a code one (1) or code two (2) approval prior to start of construction activities. 

  

	 	6.3	TANK CONTRACTOR shall provide an estimate as to the number of dossiers expected to be included in the final handover. TANK CONTRACTOR shall keep this information “live”
and report as requested by PURCHASER further changes to the expected number of volumes. All documentation shall be filed in binders as described elsewhere in this procedure. 

  

	 	6.4	TANK CONTRACTOR shall implement a computer-based system capable of giving an accurate status on completed test activities at all times and shall, when required, produce accurate
punchlists. 

  

	 	6.5	The original Certification dossier shall be compiled on a progressive basis, as construction activities are completed and as such allowing PURCHASER, by periodic surveillance, to
ensure that all requirements listed are being met. TANK CONTRACTOR shall be required to provide status of the dossier packages in periodic status meetings with PURCHASER. 

  

	 	6.6	TANK CONTRACTOR shall attend regular Certification meetings as determined by PURCHASER. Once TANK CONTRACTOR is mobilized on site, TANK CONTRACTOR attendance at a Certification
kick-off meeting shall be required. This could be held at the TANK CONTRACTOR’s facility on site and will involve relevant personnel. 

  

	 	6.7	English shall be the language for all documents and all Certification documents shall be 100% legible. Legibility and clarity shall be maintained during reproduction processes to
ensure satisfactory microfilm and scanning quality. 

 Any document with incomplete, illegible, non-reproducible or cut
off data will not be accepted. 
  

					
	 Tank Contract Appendix B-1A
	 	Page 2 of 4	 	

	 	6.8	Records contained in the Master Certification Dossier shall be originals. Records including computer updates shall be kept current with fabrication and testing activities. If for
some reason a document is not an original, the document shall be stamped original with the comment “verified unmodified copy of original document” written on the document and signed by TANK CONTRACTOR’S Certification
Representative. 

  

	 	6.9	Where information is not applicable, N/A in the space shall denote this. All N/A entries shall be initialed and dated by the Certification Representative or designee.

  

	 	6.10	TANK CONTRACTOR shall provide a safe and secure environment (e.g., locked offices, locked fireproof and weatherproof file cabinets), with adequate storage facilities for the
Certification records. Certification records shall be indexed and stored in such a way that they are readily retrievable. 

  

	 	6.11	Certification records shall be filled out in ink that is reproducible; the use of correction fluids is not permitted. Any corrections to a report shall have the erroneous
information crossed out and the correct information inserted, dated and initialed by the Certification Representative. 

  

	 	6.12	Individual reports and data shall have sufficient spacing on the left hand margins in order that information is not lost when punching holes; alternatively, reports may be placed in
plastic jackets. 

  

	 	6.13	If fluorescent markers or “high lighters” are used, TANK CONTRACTOR shall ensure that these remain visible on documents when copying or microfilming. Other suitable
markers are recommended for marking up drawings. 

  

	 	6.14	Where documents are larger than the standard letter size paper, these documents are to be folded and placed in pre-punched plastic jackets. Where documents are smaller than the
standard letter size sheets they shall be affixed to the standard size sheet(s). 

  

	 	6.15	Certification documents shall be placed in white or cream hard cover three ring binders. The front pocket shall be capable of taking a letter size title insert card, and the spine
suitable to take a full-length title card. The dossier shall be clearly labeled on the spine and front cover. The front label and title page shall include as a minimum: 

  

	 	a.	Project Title 

  

	 	b.	TANK CONTRACTOR’s Name and Job number 

  

	 	c.	PURCHASER’S Name 

  

	 	d.	Scope of Work title 

  

	 	e.	Volume number and binder number. (e.g., Volume of, Binder of) 

  

	 	f.	Title – e.g., Fabrication or System Test Dossier 

  

					
	 Tank Contract Appendix B-1A
	 	Page 3 of 4	 	

	 	6.16	All dossiers shall contain an index specific to that particular dossier. If there is more than one volume the first volume shall include a general index for all the dossiers. Each
additional volume in the dossier shall contain its own index. 

  

	 	6.17	Tabbed plastic divider cards shall be used to separate the sections of data. The tabs shall show the number of the section and where possible the title. The tabs shall protrude
sufficiently from the edge of the divider leaf to be easily visible. Subsections shall be kept together and shall not overlap into binders containing other sections. 

  

	 	6.18	TANK CONTRACTOR shall perform a formal audit verification of the Dossier to verify that the index and contents are complete, correct, and properly collated. Each volume shall carry
evidence of verification; this shall be in the form of a signature of the person performing the review and date. 

  

	 	6.19	PURCHASER may elect to perform audits on all dossiers. If documentation produced by TANK CONTRACTOR is considered to be deficient or does not adequately demonstrate compliance with
the specified requirements, TANK CONTRACTOR shall ensure that adequate suitable Certification is produced. TANK CONTRACTOR will give PURCHASER a time period in which all updates and corrections shall be made. 

  

	 	6.20	An original and two copies of the completed Certification Dossier shall be submitted to PURCHASER. 

  

	 	6.21	Hand–written documentation will not be accepted. 

  

	 	6.22	All material CMTR’s and/or Certificates of Conformance for TANK CONTRACTOR purchased material must be submitted to PURCHASER for review. 

  

	7.0	DOSSIER COMPLETION CHECKLIST 

 TANK CONTRACTOR shall
ensure that the following basic guidelines were adhered to before PURCHASER can accept a dossier as complete: 
  

	 	1.	All Dossiers for that system or area and its copies have been submitted; 

  

	 	2.	All Certification records have been signed off as verified and complete by PURCHASER and TANK CONTRACTOR; 

  

	 	3.	For each Dossier submitted there is an exceptions list defining what is still outstanding; and 

  

	 	4.	All As-builts have been submitted to PURCHASER. 

  

					
	 Tank Contract Appendix B-1A
	 	Page 4 of 4	 	

 Execution Version 
 EXHIBIT B 
 APPENDIX B-2 
 SAFETY AND HEALTH (S&H) STANDARDS 
 TABLE OF CONTENTS 
  

					
	 Item
	  	 Description
	  	Page
	SECTION I – 100 SERIES	  	
			
	 1.0
	  	 S&H Policy - Zero Accident Philosophy
	  	3
	 2.0
	  	 Responsibilities
	  	3
	 3.0
	  	 Orientation & Training
	  	6
	 4.0
	  	 Medical Services & Medical Treatment
	  	7
	 5.0
	  	 Medical Reporting & Records
	  	8
	 6.0
	  	 Safe Task / Job Analysis
	  	8
	 7.0
	  	 Zero Injury Team
	  	8
	 8.0
	  	 Reporting / Investigating Incidents & Accidents
	  	9
	 9.0
	  	 People Based Safety Process
	  	9
	 10.0
	  	 Back Injury Prevention Program
	  	9
	 11.0
	  	 S & H Assessments
	  	10
	 12.0
	  	 Regulatory Agency Inspections
	  	10
	 13.0
	  	 TANK CONTRACTOR Training for Process Safety Management
	  	10
		
	 SECTION II – 200 SERIES
	  	
			
	 14.0
	  	 Tools & Equipment
	  	11
	 15.0
	  	 Hazard Communication
	  	11
	 16.0
	  	 Emergencies & Evacuations
	  	12
	 17.0
	  	 Bloodborne Pathogens
	  	12
	 18.0
	  	 Personal Protective Equipment
	  	12
	 19.0
	  	 Respiratory Protection
	  	13
	 20.0
	  	 Hearing Conservation Program
	  	13
	 21.0
	  	 Air Surveillance Program
	  	14
	 22.0
	  	 Construction Non-Destructive Testing
	  	14
	 23.0
	  	 Heat & Cold Stress Prevention
	  	14
	 24.0
	  	 House Keeping, Fire Prevention & Protection
	  	15
	 25.0
	  	 Fall Prevention / Protection
	  	17
	 26.0
	  	 Scaffolding
	  	17
	 27.0
	  	 Barricades
	  	18
	 28.0
	  	 Floor & Wall Openings
	  	18
	 29.0
	  	 Excavations & Trenching
	  	19
	 30.0
	  	 Vessels and Confined Spaces
	  	19
	 31.0
	  	 Lock out / Tag out Procedure
	  	20
	 32.0
	  	 Portable Ladders - Control & Inspection
	  	20
	 33.0
	  	 Cranes & Material Handling
	  	21
	 34.0
	  	 Suspended Personnel Platforms
	  	21
	 35.0
	  	 Articulating Boom Platforms
	  	22
	 36.0
	  	 Compressed Gas Cylinders
	  	22
	 37.0
	  	 Electrical Equipment Inspection/ Assured Grounding/ GFCI
	  	22
	 38.0
	  	 Vehicle Operations
	  	23
	 39.0
	  	 Drug And Alcohol Policy
	  	23

  

					
	Tank Contract Appendix B-2	 	1 of 23	 	

 SECTION III – SPECIAL REQUIREMENTS 
  

					
	1.0	  	General	  	22
	2.0	  	S&H Orientation	  	22
	3.0	  	Phase 2 Project Special Requirements	  	22
	4.0	  	Tank Contract Special Requirements	  	22

  

					
	Tank Contract Appendix B-2	 	2 of 23	 	

 EXHIBIT B 
 APPENDIX B-2 
 SAFETY AND HEALTH (S&H ) STANDARDS 
 SECTION I – 100 SERIES 
  

	1.0	S&H Policy - Zero Accident Philosophy 

  

	 	1.1	TANK CONTRACTOR shall have a written safety and health policy (“S&H Policy”) which demonstrates an understanding that safety and health (“S&H”) concepts
must be closely integrated into the total business process and are an integral part of the business strategy just as cost, schedule and quality are. The S&H Policy must be formally communicated to, and fully understood by all levels of the TANK
CONTRACTOR organization. 

  

	 	1.2	TANK CONTRACTOR’s S&H Policy shall: 

  

	 	1.2.1	State that adequate resources will be provided to apply the best-known principles and techniques of loss prevention and performance measurement. 

  

	 	1.2.2	Require that TANK CONTRACTOR’s site managers and all supervisors clearly communicate TANK CONTRACTOR’s S&H expectations at all Phase 2 Project meetings and by way of
their actions demonstrate a personal commitment to follow the S&H Policy at all times. 

  

	 	1.3	PURCHASER has adopted a “Zero Accident” philosophy that all work related accidents, incidents, injuries and illnesses are preventable, and which promotes:

  

	 	1.3.1	The immediate identification and elimination of unsafe work practices and conditions in the work place. 

  

	 	1.3.2	A heightened awareness of individual responsibility and increased supervisory attention to detail. 

  

	 	1.3.3	Elimination of human error as a source of accidents, irrespective of rank or position in the organization. 

  

	 	1.3.4	Building a team safety mentality where each worker contributes to the effort and each supervisor is fully aware of the capabilities and limitations of their team.

  

	 	1.3.5	A culture in which everyone accepts responsibility and accountability for their own and each co-worker’s safety and health. 

  

	 	1.4	TANK CONTRACTOR shall adopt the PURCHASER “Zero Accident” philosophy in performance of the Work under this Tank Contract, ensuring it is communicated to and fully
understood by all levels of TANK CONTRACTOR’s organization. In its promotion of this philosophy, TANK CONTRACTOR shall incorporate into its S&H Plan, methods and strategies to eliminate work related accidents, incidents, injuries and
illnesses. 

  

	2.0	Responsibilities 

  

	 	2.1	TANK CONTRACTOR shall submit to PURCHASER a written safety and health plan (“S&H Plan”), specific to the Work under this Tank Contract, for review and acceptance
within thirty (30) calendar days of (prior to) Tank Contract award and in any event prior to commencing Work at the Phase 2 Site. This plan shall be amended when operations or conditions require and such amendments shall be submitted to
PURCHASER for review and acceptance. 

  

					
	Tank Contract Appendix B-2	 	3 of 23	 	

	 	2.1.1	Where this Appendix requires a written plan (i.e. Hazard Communication Plan, see section 15.1, etc.), TANK CONTRACTOR may satisfy this requirement with an appropriate (approved by
PURCHASER) section in TANK CONTRACTOR’s S&H Plan. 

  

	 	2.1.2	Where this Appendix requires a written procedure (i.e., Scaffolding Procedure, see section 26.1, etc.), TANK CONTRACTOR must, as required by PURCHASER, also provide separate and
detailed instructions on that subject. 

 TANK CONTRACTOR shall flow all Phase 2 Project S&H requirements to Subcontractors,
Subsubcontractors, and visitors and acknowledges it is responsible for the performance of its visitors, Subcontractors and Subsubcontractors. Subcontractors and Subsubcontractors shall submit S&H plans for approval prior to starting Work and
shall comply with all PURCHASER requirements. 
  

	 	2.2	TANK CONTRACTOR’s S&H Plan shall require that management/supervisory actions demonstrate that cost, schedule, and quality concerns do not prevail over S&H requirements
on the Phase 2 Project. 

  

	 	2.3	TANK CONTRACTOR’s S&H Plan shall delineate the roles and responsibilities of managers and supervisors and require that their actions clearly demonstrate an understanding of
their roles and responsibilities in regard to the safety process. The plan shall describe the system by which managers and supervisors will be held accountable for S&H implementation. 

  

	 	2.4	TANK CONTRACTOR’s S&H Representative(s) and their staff shall have sufficient authority and control to ensure effectiveness of the S&H process and TANK CONTRACTOR shall
hold them accountable for facilitating its implementation. 

  

	 	2.5	TANK CONTRACTOR’s managers and supervisors shall be familiar with and enforce S&H rules, regulations, and laws and document all actions taken to ensure compliance with TANK
CONTRACTOR’s S&H Plan. 

  

	 	2.6	TANK CONTRACTOR’s managers and supervisors shall take part in scheduled work area audits, implement and document required corrective actions. 

  

	 	2.7	TANK CONTRACTOR’s Site Manager shall support, promote, and participate in a PURCHASER Zero Accident/Incident Management Team. TANK CONTRACTOR shall also make available a number
of hourly employees, agreed to by PURCHASER, to participate in Phase 2 Project S&H teams. 

  

	 	2.8	TANK CONTRACTOR’s Site Management shall attend and clearly communicate TANK CONTRACTOR’s S&H expectations at all employee S&H Orientations.

  

	 	2.9	TANK CONTRACTOR Site Management, managers, and supervisors shall participate in scheduled, documented S&H assessments to be conducted by PURCHASER. TANK CONTRACTOR shall also
conduct and document its own self-assessments. 

  

	 	2.10	TANK CONTRACTOR’s managers and supervisors shall provide documented, positive reinforcement and recognition for safe behavior. 

  

	 	2.11	TANK CONTRACTOR’s managers and supervisors shall attend, actively participate in, and consistently demonstrate strong leadership at weekly Toolbox Safety Meetings.

  

	 	2.12	TANK CONTRACTOR’s managers and supervisors shall actively participate in documented pre-job planning activities. Specifically, Job Hazard Analysis’ (JHA) and employee
pre-task planning sessions known as Safe Task And Risk Reduction Talks (STARRT),or an approved alternate program. 

  

					
	Tank Contract Appendix B-2	 	4 of 23	 	

	 	2.12.1	JHA is used to identify, analyze, understand and mitigate potential hazards associated with repetitive or potentially hazardous work operations. 

  

	 	2.12.2	STARRT is a pre-task planning tool to be used by all work crews, which allows the employees of a work group to review a task before starting work. 

  

	 	2.13	TANK CONTRACTOR’s managers and supervisors shall participate in a Phase 2 Project behavior based safety (People Based Safety – PBS) process which incorporates employee
observation of the work place. 

  

	 	2.14	TANK CONTRACTOR’s managers and supervisors shall encourage and allow members assigned to the People Based Safety team process adequate time to conduct observations; see section
9.0. 

  

	 	2.15	TANK CONTRACTOR’s S&H Representative shall participate in the Phase 2 Project People (behavior) -based safety process and S&H orientation process.

  

	 	2.16	TANK CONTRACTOR’s S&H Representative shall actively participate in and/or provide specialized S&H training, such as confined space, fire watch, elevated work platforms,
etc. 

  

	 	2.17	TANK CONTRACTOR shall inform all its Phase 2 Project personnel of potential hazardous conditions and/or near miss incidents and shall document such communications.

  

	 	2.18	Before beginning any work, TANK CONTRACTOR shall require all Subcontractors and Subsubcontractors to submit a written S&H Plan specific to their scope of work. TANK CONTRACTOR
shall review and accept all such plans for compliance with PURCHASER and regulatory requirements. PURCHASER shall also review these plans to ensure they comply with all site S&H requirements. In the event PURCHASER identifies areas for
modification, the TANK CONTRACTOR shall ensure these areas are modified to PURCHASER satisfaction in a timely manner. 

  

	 	2.19	TANK CONTRACTOR shall employ S&H Representative(s) acceptable to PURCHASER, submitting resumes and credentials for PURCHASER review, verification, and acceptance. S&H
Representative(s) shall be resident on the Phase 2 Project for all TANK CONTRACTOR Work activities. 

  

	 	2.20	TANK CONTRACTOR shall require all supervisors attend a weekly Supervisor S&H Meeting held by PURCHASER. 

  

	 	2.21	TANK CONTRACTOR shall participate in work area audits and root cause investigations. 

  

	 	2.22	TANK CONTRACTOR shall have current copies of applicable codes and standards readily available. 

  

	 	2.23	TANK CONTRACTOR shall conform to the Phase 2 Project Drug and Alcohol Program. This program may at PURCHASER’s discretion include Pre-Employment, For Cause, Post Accident, and
Random drug screening. See Section 39.0 Drug and Alcohol Policy. 

  

	 	2.24	TANK CONTRACTOR employees shall attend and participate in weekly Toolbox Safety Meetings. 

  

					
	Tank Contract Appendix B-2	 	5 of 23	 	

	 	2.25	TANK CONTRACTOR’s foremen shall complete, file and make available to PURCHASER weekly Toolbox Safety Meeting minutes. 

  

	 	2.26	TANK CONTRACTOR shall know and comply with the Phase 2 Project Construction Environmental Control Plan (CECP). 

  

	 	2.27	TANK CONTRACTOR shall stop work if unknown or unanticipated hazards or work conditions evolve which place employees at risk or necessitate greater precautions than currently exist
or are required in the S&H Plan. TANK CONTRACTOR shall immediately report all such issues to PURCHASER. 

  

	3.0	Orientation & Training 

  

	 	3.1	PURCHASER may elect to provide all site training, however TANK CONTRACTOR Management shall include, and have Subcontractors and Subsubcontractors include, in their bid the support,
time and resources necessary to ensure adequate and effective training compliant to regulatory and PURCHASER requirements is provided and documented. Supervisors shall ensure adequate time is provided for such training. 

  

	 	3.2	Before employees of TANK CONTRACTOR or any Subcontractor or Subsubcontractor are placed on the Phase 2 Site, training shall be provided which satisfies Phase 2 Project training
requirements. A verification process (i.e. comprehension testing) shall be implemented to evaluate and ensure employee knowledge and understanding of all training provided. 

  

	 	3.3	TANK CONTRACTOR shall ensure that training materials are updated to reflect changes in applicable laws, regulations or Phase 2 Project requirements. 

  

	 	3.4	TANK CONTRACTOR shall provide and require employees to attend specialized training applicable to their work (e.g. confined space, benzene, fire watch, etc).

  

	 	3.5	TANK CONTRACTOR shall ensure qualified TANK CONTRACTOR or vendor instructors present all specialized training and such training is conducted in a manner that provides sufficient
space, time, and materials. 

  

	 	3.6	TANK CONTRACTOR shall provide Phase 2 Project S&H Practices Booklets or similar handout(s) approved by PURCHASER to all employees, and all Subcontractor and Subsubcontractor
employees. 

  

	 	3.7	TANK CONTRACTOR and all Subcontractors and Subsubcontractors should assume that employees will attend their company specific New Employee Orientation, in addition to
PURCHASER’s New Employee Orientation, which shall include the thorough coverage of PURCHASER’s and TANK CONTRACTOR’s S&H requirements. Documentation of all training and comprehension testing shall be kept on file and made
available to PURCHASER. PURCHASER New Employee Orientation should be estimated to be approximately 4 hours in length. 

  

	 	3.8	TANK CONTRACTOR shall have a tracking system in place to ensure all employees attend the New Employee Orientations. A system shall be put in place by TANK CONTRACTOR for employees
in the initial 30 days to verify their S&H requirement competency. TANK CONTRACTOR may use PURCHASER’s process or submit a plan for review and approval. 

  

	 	3.9	TANK CONTRACTOR shall have a system to clearly identify new employees for their initial thirty (30) days in the field (e.g. stickers, colored hard hats, etc.)

  

					
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	 	3.10	TANK CONTRACTOR’s managers and supervisors shall be educated on TANK CONTRACTOR’s S&H Plan and Management System. 

  

	 	3.11	PURCHASER’s S&H Supervisor shall be notified when a new supervisor is assigned, transferred, or hired. Supervisors shall participate in a Supervisor S&H Orientation
developed by TANK CONTRACTOR and approved by the PURCHASER S&H Supervisor. A full explanation of the Zero Accidents Philosophy and the requirements of the S&H Plan shall be provided as part of the Supervisor S&H Orientation.
Documentation of this training shall be maintained at the project S&H office and available for review. 

  

	 	3.12	TANK CONTRACTOR shall ensure that anyone who will be performing Work on the Phase 2 Tanks (TANK CONTRACTOR, Subcontractor or Subsubcontractor) shall have appropriate training
including PURCHASER New Hire Orientation prior to commencing Work. 

  

	 	3.13	TANK CONTRACTOR shall ensure that all Phase 2 Project visitors/vendors/delivery personnel are escorted at all times by an authorized and responsible TANK CONTRACTOR employee who is
knowledgeable of all S&H practices and procedures and instructs and supervises the visitor/vendor/delivery person accordinglyby a visitor S&H orientation or similar documentation approved by the PURCHASER. 

  

	4.0	Medical Services & Medical Treatment 

 PURCHASER may elect to provide first aid services for the project. However, for bidding purposes the TANK CONTRACTOR shall assume it will be responsible for first aid as well as management to injuries beyond first aid. Emergency services
may be provided by PURCHASER or a local organization, however, the TANK CONTRACTOR should assume that they have this responsibility for their company. 
  

	 	4.1	TANK CONTRACTOR shall identify a panel of physicians it deems acceptable for rendering treatment for work related injuries and illnesses and a certified physician to function as
their Medical Director. The Medical Director shall provide TANK CONTRACTOR with written medical directives/protocols that will be followed by all TANK CONTRACTOR medical personnel. Protocols shall be updated at least annually. These protocols shall
be kept in the medical facility and available for review. 

  

	 	4.2	If TANK CONTRACTOR site personnel provide medical treatment they shall be properly trained and qualified with a copy of their current certifications maintained on site.

  

	 	4.3	TANK CONTRACTOR shall ensure its employees understand and comply with Phase 2 Project and TANK CONTRACTOR medical management procedures. 

  

	 	4.4	TANK CONTRACTOR’s S&H Representative shall review all return-to-work orders. 

  

	 	4.5	If the TANK CONTRACTOR is required to have emergency equipment it shall be inspected daily to ensure effective operation. All such inspections shall be documented, kept on file, and
made available to PURCHASER. 

  

	 	4.6	TANK CONTRACTOR shall maintain clean and orderly first-aid facilities and locations where first aid treatment is provided. 

  

	 	4.7	TANK CONTRACTOR shall ensure injured employees are referred to qualified industrial/occupational medical providers if offsite treatment is needed. The injured employee’s
employer shall provide transportation for such offsite medical treatment. 

  

					
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	 	4.8	TANK CONTRACTOR employees injured on the Phase 2 Project and returned for modified duty shall have this status documented by the treating medical practitioner and reported to the
PURCHASER S&H Supervisor. 

  

	5.0	Medical Reporting & Records 

  

	 	5.1	TANK CONTRACTOR medical records shall be maintained up-to-date. A weekly and monthly Injury/Illness and Hours Worked report shall be submitted to the PURCHASER S&H Supervisor on
a form supplied by PURCHASER. 

  

	 	5.2	All matters pertaining to medical records and reports shall be kept strictly confidential. TANK CONTRACTOR shall maintain and file its own workers’ compensation or insurance
claims forms as/if applicable. 

  

	 	5.3	TANK CONTRACTOR shall develop a method for tracking the status of injuries and shall produce and provide to PURCHASER a weekly S&H Performance Report with that information. TANK
CONTRACTOR shall distribute this report to its supervisory personnel and discuss the contents during safety meetings. TANK CONTRACTOR shall be take measures to counter unsatisfactory trends and accurately document such efforts.

  

	6.0	Safe Task / Job Analysis 

  

	 	6.1	TANK CONTRACTOR shall use PURCHASER’s Job Hazard Analysis system (JHA) and its employee pre-task planning process known as Safety Task And Risk Reduction Talks (STARRT). If
preferred, TANK CONTRACTOR may use its own equivalent systems, subject to PURCHASER review and acceptance. 

  

	 	6.2	The JHA shall be used to describe work steps and to identify, analyze, understand and mitigate potential hazards associated with repetitive or potentially hazardous work operations
engaged in over a period of time. The JHA format will be provided by PURCHASER and completed by TANK CONTRACTOR. 

 The
supervisor shall use the STARRT process, with participation from the entire crew, to identify potential hazards associated with a particular task, just prior to its commencement. The STARRT process shall be used at the beginning of every shift and
prior to starting any new task in the course of a shift. The process takes approximately fifteen (15) minutes each morning or before beginning any new work task during the course of a shift. 
  

	 	6.3	Supervisors shall ensure that their employees understand the purpose of, and participate in the JHA and STARRT processes and shall use them as primary planning and lessons learned
tools. 

  

	7.0	Zero Injury Team 

  

	 	7.1	TANK CONTRACTOR shall participate in PURCHASER’s system of employee involvement known as Zero Accident/Incident Teams (ZAT/ZIT). TANK CONTRACTOR may use its own equivalent
system of employee involvement teams if submitted to PURCHASER for review and acceptance. 

  

	 	7.2	Team meetings shall be held at least monthly and will focus on specific problems or work assignments, observation data and concerns arising from the observation process, audit and
inspection reports, and negative injury trends, etc. All employees shall be kept informed of Team activities and accomplishments 

  

					
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	8.0	Reporting / Investigating Incidents & Accidents 

  

	 	•	8.1 TANK CONTRACTOR’s New Employee Orientation shall include information about employee responsibility for reporting all injuries, illnesses, property damage and near miss
incidents. TANK CONTRACTOR shall promptly report all such occurrences to PURCHASER and unless directed otherwise, will take the lead in the investigation, documentation and initiation of corrective action. TANK CONTRACTOR shall keep records of all
incident/accident investigations in a format acceptable to PURCHASER and shall provide PURCHASER with a copy of incident reports as described below: 

  

	 	•	 	0-60 Initial report (notification) within 1 hour of occurrence or report of occurrence. 

  

	 	•	 	Final Incident report within three (3) business days except for any safety incident involving a significant event such as LNG or Natural Gas releases, fires, explosions,
mechanical failures, unusual over-pressurizations of permanent plant equipment, and major injuries which shall be provided within eight(8) hours. 

  

	 	8.2	TANK CONTRACTOR shall develop a written Notification and Investigation Procedure acceptable to PURCHASER. TANK CONTRACTOR’s S&H Representative shall oversee the
investigation of all incident and accident cases and reports. Information derived from such reports shall be issued as lessons learned to all employees on the Phase 2 Project. 

  

	9.0	People Based Safety Process 

  

	 	9.1	TANK CONTRACTOR shall participate in a Safe People Based Safety Process established by PURCHASER. This normally calls for several TANK CONTRACTOR employees to be made available for
meetings and to conduct observations. 

  

	 	9.2	Observation data shall be collected in a timely and consistent fashion by TANK CONTRACTOR and provided to PURCHASER. The data will be used to produce reports for TANK CONTRACTOR use
in staff and safety meetings to identify trends and develop remedial action plans. The employee involvement team (ZAT/ZIT) will also review this data. 

  

	 	9.3	Observation team members shall be chosen from personnel exhibiting natural leadership ability and shall be provided training by or acceptable to PURCHASER. 

 

	 	9.4	TANK CONTRACTOR management personnel and supervisors shall be trained in behavior based safety concepts and methodology, safe behavior reinforcement, and the safe observation
process. 

  

	 	9.5	TANK CONTRACTOR employees shall be informed of the People Based Safety process as part of TANK CONTRACTOR’s New Employee Orientation. 

  

	10.0	Back Injury Prevention Program 

  

	 	10.1	TANK CONTRACTOR shall establish a Back Injury Prevention Program acceptable to PURCHASER. A back injury prevention program shall consist of morning stretching, continuing education,
and shall apply to all employees. 

  

	 	10.2	The back injury prevention program shall be an integral part of TANK CONTRACTOR’s New Employee Orientation. Back injury prevention awareness training shall be conducted at
least once per month, and shall be documented through the use of the tool box safety meeting minutes 

  

					
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	11.0	S & H Assessments 

  

	 	11.1	TANK CONTRACTOR shall establish a documented assessment process acceptable to PURCHASER, which measures compliance with the S&H Plan and TANK CONTRACTOR’s own S&H
processes. 

  

	 	11.2	TANK CONTRACTOR shall use information derived from its assessment process in Supervisor Safety Meetings to enhance supervisor safety awareness and improve overall TANK CONTRACTOR
safety performance. 

  

	 	11.3	PURCHASER will perform periodic S&H assessments of the Phase 2 Project. TANK CONTRACTOR shall provide PURCHASER with timely, complete and open access to its safety process,
files, records, etc., and shall participate in this assessment as/if requested. TANK CONTRACTOR shall provide the employees as requested by the PURCHASER to perform these assessments. It should be estimated to provide 1 to 2 supervisory and/or
non-supervisory personnel . 

  

	12.0	Regulatory Agency Inspections 

  

	 	12.1	TANK CONTRACTOR shall ensure its personnel are aware of and comply with the procedures to be taken in the event of a government inspection of any type. 

  

	 	12.2	TANK CONTRACTOR shall immediately notify the PURCHASER Site Manager and S&H Supervisor when a regulatory agency inspector of any type requests entry onto the Phase 2 Tank Site.

  

	 	12.3	Following any regulatory agency inspection, TANK CONTRACTOR shall submit a written report to the PURCHASER S&H Supervisor which details all aspects of the inspection.

  

	13.0	TANK CONTRACTOR Training for Process Safety Management 

  

	 	13.1	When/where applicable TANK CONTRACTOR shall develop a Phase 2 Project specific Process Safety Management (PSM) Plan and shall ensure that affected employees and visitors receive PSM
training, which meets Owner and regulatory requirements. 

  

	 	13.2	When/where applicable, as determined by PURCHASER, TANK CONTRACTOR shall be required to participate in the investigation of any PSM incidents. 

  

	 	13.3	Within the U.S., TANK CONTRACTOR shall submit a written PSM Plan that complies with OSHA General Industrial Standard 1910.119. 

  

					
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 SECTION II – 200 SERIES 
  

	14.0	Tools & Equipment 

  

	 	14.1	TANK CONTRACTOR shall provide and ensure that all tools are used in accordance with the manufacturers’ recommendations, have required guards in place, and are maintained in
good working order. All employee-owned tools are subject to these requirements. 

  

	 	14.2	TANK CONTRACTOR will ensure that excess flow valves are installed on air manifolds and compressors supplying air to >1/2 inch (or equivalent metric) ID hoses.

  

	 	14.3	TANK CONTRACTOR will not use job-made tools of any kind on the Phase 2 Project (e.g. tools made of rebar, rigging equipment, etc.). All tools and equipment shall be used and
maintained in accordance with manufacturer recommendations. If exceptions to this rule are needed (i.e. spreader beams), they must be brought to PURCHASER’s attention for review and acceptance prior to use. 

  

	 	14.4	TANK CONTRACTOR shall only permit properly trained and certified employees to use powder-actuated tools. Documentation of the employees training shall be made available to PURCHASER
and each employee using such tools shall carry qualification cards. Control shall be kept of the powder-actuated charges. Each cartridge shall be accounted for and properly stored. No live or spent cartridges shall be left on the ground or disposed
of in Phase 2 Project trashcans or other unauthorized on or off-site container. 

  

	 	14.5	TANK CONTRACTOR shall ensure that Work is performed only in areas and at times where adequate illumination exists. TANK CONTRACTOR shall provide all lighting required to safely
perform Work. Artificial lighting equipment shall be manufactured to a recognized international standard acceptable to PURCHASER. 

  

	15.0	Hazard Communication 

  

	 	15.1	TANK CONTRACTOR shall develop a written Hazard Communication Plan and, as required, implementing procedures describing the method it will use to communicate the hazards associated
with chemical handling, use, storage and disposal. The plan shall be submitted and acceptable to PURCHASER prior to beginning work and shall comply with the Phase 2 Project Construction Environmental Control Plan. 

  

	 	15.2	TANK CONTRACTOR shall seek approval from PURCHASER for chemicals to be brought onto the Site and make available to PURCHASER Material Safety Data Sheets (MSDS) for each hazardous
material purchased and/or carried onto the Site. Materials that arrive without an MSDS shall be quarantined and not released until the MSDS is received on Site and PURCHASER approves the material for use. TANK CONTRACTOR shall maintain a list of
hazardous materials on Site and the quantities of each. 

  

	 	15.3	TANK CONTRACTOR shall ensure that employees are trained in the recognition, proper handling and use of hazardous substances. TANK CONTRACTOR’s New Employee Orientation shall
include introductory training on the topic of hazardous substances; however, specific hazardous material training shall be provided by the TANK CONTRACTOR for its Phase 2 Project employees whose work involves the use of any hazardous material under
its control. Such training shall be properly documented, filed and made available to PURCHASER. 

  

	 	15.4	TANK CONTRACTOR shall properly label all hazardous substances and/or chemicals that have been transferred from the manufacturer’s container into another container and maintain
labels on original containers. Inspections shall be made and documented by the TANK CONTRACTOR to ensure that adequate labeling occurs. 

  

					
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	16.0	Emergencies & Evacuations 

  

	 	16.1	TANK CONTRACTOR shall develop an Emergency Response Plan and, as required, implementing procedures compatible with the Phase 2 Project Emergency Response Plan and shall provide all
emergency equipment and supplies needed to support the Work and each work location. The plan will address emergency evacuation, medical emergencies, civil unrest, natural disasters, etc. The plan shall be submitted and acceptable to PURCHASER. The
plan shall include emergency alarm systems, assembly and evacuation points, an employee head count process, and provisions for employee training before entering the Site and any specific worksite as a part of TANK CONTRACTOR’s New Employee
Orientation. Periodic tests and drills shall be conducted as required. 

  

	 	16.2	TANK CONTRACTOR shall ensure that Emergency Response Plan requirements are clearly communicated to its Phase 2 Project personnel. Such communication and employee comprehension and
participation shall be documented. 

  

	17.0	Bloodborne Pathogens 

  

	 	17.1	TANK CONTRACTOR employees who are exposed to blood-borne pathogens shall be properly trained regarding their responsibilities, required control measures, and personal safety. Proper
personal protective equipment shall be used when exposure hazards exist. Each TANK CONTRACTOR employee whose job duties puts them at risk of exposure (i.e. medic, nurse, first aid person, etc.) shall be offered vaccinations and documentation of the
vaccination or declination shall be maintained and made available to PURCHASER. 

  

	 	17.2	TANK CONTRACTOR shall provide all its employees with a general overview on the hazards associated with bloodborne pathogens, possible means of exposure, and proper control methods.
Documentation of training shall be maintained. 

  

	 	17.3	If the TANK CONTRACTOR performs a first aid function at the Phase 2 Site, provisions acceptable to PURCHASER shall be made for proper disposal of hazardous medical wastes and a sign
posted in the treatment area warning of biohazards. A “sharps” container acceptable to PURCHASER shall be maintained in the first aid area for the secure disposal of used needles and similar medical waste. Proper sterilization methods and
materials shall be used. 

  

	18.0	Personal Protective Equipment 

  

	 	18.1	TANK CONTRACTOR shall require employees to wear eye protection equipped with hard side shields (safety glasses) manufactured in accordance with ANSI Z87 standards. This applies to
prescription eyewear as well. TANK CONTRACTOR shall monitor the eye protection worn by its employees and take immediate corrective actions when non-compliance is noted. Employees performing grinding and buffing operations shall wear face shields and
safety glasses or mono goggles. 

  

	 	18.2	Welders shall wear hardhat/welding hood combinations manufactured in accordance with ANSI Z89.1 and safety glasses while welding. Welding screens shall be used to protect other
employees from the hazards associated with direct welding arc rays. 

  

	 	18.3	TANK CONTRACTOR employees with field responsibilities shall wear sturdy work boots manufactured in accordance with national standard(ANSI Z41). 

  

					
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	 	18.4	TANK CONTRACTOR employees shall receive information regarding personal protective equipment requirements during TANK CONTRACTOR’s New Employee Orientation.

  

	 	18.5	TANK CONTRACTOR shall provide its employees with life jackets when working over or near open water and shall require their use. TANK CONTRACTOR supplied life rings, rope and a
rescue vessel acceptable to PURCHASER shall be in place when a drowning threat exists. 

  

	 	18.6	TANK CONTRACTOR employees who handle chemicals or harmful substances shall be trained and shall wear appropriate personal protective equipment per the chemical manufacturer’s
recommendations. 

  

	 	18.7	Hardhats manufactured in accordance with ANSI Z89.1 shall, be worn with the brim forward at all times when in the field. Company and employee name shall be conspicuously displayed.

  

	 	18.8	TANK CONTRACTOR may be required to use flame retardant clothing such as Nomex, PBI or Duraban. Normally this will occur when flammable and/or combustible product is introduced into
the unit. 

  

	 	18.9	TANK CONTRACTOR shall provide and require the use of hearing protection manufactured to OSHA 29 CFR 1910.95 standards whenever a hearing hazard exists. 

  

	19.0	Respiratory Protection 

  

	 	19.1	TANK CONTRACTOR shall provide and require the use of appropriate respiratory protective equipment, manufactured in accordance with NIOSH/ MSHA standards, whenever a respiratory
system hazard exists. 

  

	 	19.2	TANK CONTRACTOR shall have a written Respiratory Equipment Procedure for the use, care and sanitation of respiratory equipment. This procedure shall include the name of the
procedure administrator for the Phase 2 Tank Site, cartridge change out data, method to be used for sanitizing respirators, medical qualifications of those required to wear respirators, methods of fit testing and employee training.

  

	 	19.3	TANK CONTRACTOR supervisors shall notify PURCHASER’s S&H Supervisor before starting any Work that requires employees to wear respiratory protection.

  

	 	19.4	Provisions shall be made for employees who wear corrective lenses and are required to wear full-face respiratory protection. These provisions shall include rotation from such
respiratory protection work and eyeglass inserts or special lenses, as/if required. 

  

	 	19.5	Training shall be provided that includes all regulatory and Respiratory Equipment Procedure requirements. The records of such training shall be maintained by TANK CONTRACTOR and
made available to PURCHASER. 

  

	 	19.6	A competent person shall be trained and designated by TANK CONTRACTOR to store, maintain, inspect, and clean respiratory equipment 

  

	20.0	Hearing Conservation Program 

  

	 	20.1	TANK CONTRACTOR shall have a written Hearing Conservation Procedure. The procedure shall include noise surveys, engineering controls, the procurement and use of low noise equipment
when possible, posting of signs and warnings for areas found to require hearing protection, and training on hearing protection devices used on the Phase 2 Project. 

  

					
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	 	20.2	Unless otherwise specified by PURCHASER, TANK CONTRACTOR shall provide equipment for sampling and monitoring noise levels. This equipment shall be calibrated before and after use
and all measurements documented and made available to PURCHASER. 

  

	21.0	Air Surveillance Program 

  

	 	21.1	As/if required, TANK CONTRACTOR shall develop a written Air Surveillance Procedure. All logs and records shall be maintained for sampling, monitoring, and identifying the source of
contaminants. These records shall be made available to PURCHASER. A competent person, whose resume and qualifications shall be submitted and determined acceptable by PURCHASER, shall conduct air monitoring and/or sampling. 

 

	 	21.2	TANK CONTRACTOR shall perform inspections to identify and mitigate Phase 2 Project and/or public risks and exposures to potential toxic, hazardous or explosive atmospheres.

  

	 	21.3	TANK CONTRACTOR shall provide equipment adequate for the environmental sampling and monitoring of atmospheres and shall ensure that the equipment is calibrated per the manufacturer
recommendations. 

  

	22.0	Construction Non-Destructive Testing 

  

	 	22.1	TANK CONTRACTOR shall submit a written Radiography/Non-Destructive Testing Safety Procedure to PURCHASER for review and acceptance prior to any such work taking place.

  

	 	22.2	Radiography work shall be performed under a PURCHASER issued “Permit for Radiography” and only by TANK CONTRACTOR personnel or Subcontractors or Subsubcontractors
possessing the proper licenses and certificates. 

  

	 	22.3	Where laboratories are used to analyze samples, the laboratories shall be acceptable to PURCHASER. 

  

	 	22.4	TANK CONTRACTOR shall ensure that any Subcontractors or Subsubcontractors that perform nondestructive testing have the required permits and licenses which shall be made available to
PURCHASER. 

  

	 	22.5	TANK CONTRACTOR shall instruct employees on the potential for radioactive hazards during radiography and the precautions to be followed in the event of an emergency.

  

	 	22.6	TANK CONTRACTOR shall ensure that radiographic exposure devices, storage containers and source changers are kept locked and physically secure when not in use. Perimeter areas around
radiographic work shall be properly barricaded and posted with appropriate warning signs. TANK CONTRACTOR shall conduct perimeter surveys whenever radiography is in progress. PURCHASER shall approve each such activity prior to its commencement.

  

	23.0	Heat & Cold Stress Prevention 

  

	 	23.1	As/if required, TANK CONTRACTOR shall have operating and emergency procedures for heat and/or cold stress. 

  

					
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	 	23.2	TANK CONTRACTOR shall ensure that all field employees, especially front line supervisors, are trained on the warning signs/symptoms of early heat or cold related disorders, and
instructed on the clothing and work methods best suited to avoid heat and/or cold stress. Stay times shall be developed to reduce the possibility of heat or cold related disorders, if necessary. 

  

	 	23.3	Unless specified by PURCHASER, TANK CONTRACTOR shall provide an immediately accessible, adequate, and sanitary potable water supply during all periods of the day and have available
electrolyte replacement drinks or tablets during seasons of the year when heat stress may occur. 

  

	 	23.4	The TANK CONTRACTOR will be responsible for development of a Heat Stress reduction plan acceptable to PURCHASER, during hot parts of the year. This plan may include at TANK
CONTRACTOR’s cost, use of evaporative coolers, cool down stations, etc. 

  

	24.0	House Keeping, Fire Prevention & Protection 

  

	 	24.1	All eating and sanitary facilities (either shared or TANK CONTRACTOR controlled) shall be maintained in a clean and sanitary condition at all times. TANK CONTRACTOR must provide the
necessary resources to accomplish this, including adequate washing facilities with soap and disposable towels and whatever labor is required to clean and maintain a high level of sanitation. 

  

	 	24.2	Unless specified elsewhere in the Tank Contract, TANK CONTRACTOR shall provide clean, potable drinking water for its employees in a safe, hygienic manner at all worksites. Single
use cups shall be provided in a sanitary dispenser. These cups shall be replenished as needed during the day and trashcans provided for their disposal. “Community” or common use cups shall not be used. 

  

	 	24.3	Unless specified elsewhere in the Tank Contract, TANK CONTRACTOR shall provide and maintain its own sanitary toilet facilities for its employees. The daily facilities cleaning, and
maintenance, and method and location of waste disposal shall be to a high standard acceptable to PURCHASER. 

  

	 	24.4	Prior to starting any Work, TANK CONTRACTOR shall develop and submit to PURCHASER for review and acceptance a Fire Protection and Prevention Plan specific to the Work under this
Tank Contract. 

  

	 	24.5	TANK CONTRACTOR shall provide all fire protection and prevention equipment necessary for its operations, including, but not limited to fire hose, nozzles, extinguishers, etc. TANK
CONTRACTOR shall provide an adequate number of fire extinguishers of the correct size and type for its work activities. Extinguishers shall be maintained per manufacturers recommendations, inspected monthly, and tested annually. TANK CONTRACTOR
shall train applicable employees in the proper use of fire extinguishers. 

  

	 	24.6	TANK CONTRACTOR shall include in its Fire Protection and Prevention Plan a plan to ensure that fire protection equipment is placed and maintained in proper locations as work
progresses. 

  

	 	24.7	TANK CONTRACTOR shall monitor its work and office areas to ensure that all doors, stairwells, aisles and means of egress are kept clear and unobstructed at all times.

  

	 	24.8	TANK CONTRACTOR shall ensure all exits are clearly marked and adequately lighted, and that all emergency lights remain functional. 

  

					
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	 	24.9	TANK CONTRACTOR shall develop a specific written Flammable and Combustible Material Storage Procedure setting out the requirements for the handling, storage, and use of flammable
and combustible liquids, and shall ensure they are stored properly, dispensed in safety cans manufactured to a recognized international standard acceptable to PURCHASER, and areas designated for these activities are maintained in an orderly fashion.
All hazardous areas shall be posted with appropriate signs and access shall be controlled. 

  

	 	24.10	Where temporary welding enclosures are required, TANK CONTRACTOR shall ensure that these enclosures are constructed with flame resistant materials (such as fire blanket).

  

	 	24.11	TANK CONTRACTOR shall instruct its employees in regards to the facility/Phase 2 Project smoking policy and monitor to ensure that posted “no-smoking” zones are observed.

  

	 	24.12	TANK CONTRACTOR office areas shall be monitored to reduce and control storage and loading of combustible materials. Material shall be well arranged, and aisles shall be maintained
open and clear of obstructions. Stored material shall be kept away from heaters, lamps, hot pipes, equipment, and machinery and the use of extension cords minimized. 

  

	 	24.13	TANK CONTRACTOR personnel whose work tasks are in the vicinity of fire cabinets and equipment, fire hydrants, and fire lanes shall keep them clear and unobstructed.

  

	 	24.14	TANK CONTRACTOR shall maintain a minimum of 18 inches or 1/2 meter of free space around sprinkler heads when working in facilities having sprinkler systems.

  

	 	24.15	TANK CONTRACTOR shall ensure that combustible waste containers are emptied regularly; equipment, tables, and floors are free from oil or oily rags; and oily rag containers are kept
covered and emptied regularly. Janitor/storage closets shall be maintained in an orderly condition and shall not be used to store quantities of hazardous or toxic chemicals. Electrical, mechanical, and telegraphic rooms shall be kept in order and
free of combustible storage materials. Cable trays and raceways shall be free of combustible material, debris, or trash. Aerosol cans, fluorescent tubes and batteries cannot be disposed on in the regular trash. Arrangements for their disposal must
be arranged in compliance with the construction environmental control plan. 

  

	 	24.16	TANK CONTRACTOR shall protect its employees against welding and cutting hazards. TANK CONTRACTOR’s S&H Plan shall address fire concerns including fire watches where
necessary, welding fumes, preservative coatings, respiratory protection, eye/head/body protection, etc. Welding and cutting apparatus shall be inspected before each use. Cutting torch assemblies shall be equipped with pressure relief valves, back
flow prevention devices, and flash arrestors. 

  

	 	24.17	TANK CONTRACTOR shall ensure that employees are trained in and comply with the requirements for proper fire prevention and equipment use when welding or cutting.

  

	 	24.18	TANK CONTRACTOR shall effectively ground the frame of Arc-welding and cutting machines that incorporate a power outlet. 

  

	 	24.19	TANK CONTRACTOR shall develop a written Cutting, Welding and Grinding Procedure for the maintenance and inspection of welding, grinding, or cutting equipment and ensure that the
procedure is implemented and maintained. 

  

	 	24.20	Unless otherwise specified by PURCHASER, TANK CONTRACTOR shall not permit open fires on the Phase 2 Tank Site. 

  

					
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	25.0	Fall Prevention / Protection 

  

	 	25.1	The TANK CONTRACTOR S&H Plan shall include a written Fall Prevention/Protection Procedure acceptable to PURCHASER, that makes maximum use of primary fall protection systems,
such as scaffolds, aerial lifts, personnel hoists, etc. 

  

	 	25.2	TANK CONTRACTOR shall require the inspection of fall protection equipment prior to each use. 

  

	 	25.3	TANK CONTRACTOR shall adopt a 100% fall protection policy that makes provision for secondary fall protection (full-body harness) for all employees who are working or traveling more
than 6 feet or 1.8 meters above ground. All fall protection devices shall be manufactured and used in accordance with a recognized international standard acceptable to PURCHASER. 

  

	 	25.4	TANK CONTRACTOR shall review its scope of work to identify the methods to achieve 100% fall protection prior to commencement of such work. Where lifeline systems are used, anchor
points shall be capable of supporting at least 5,000 pounds or 2275 kg. Lifelines shall be installed and maintained by qualified persons who are competent and possess the rigging knowledge necessary to ensure the integrity and safety factors
necessary for lifeline system installation. Lanyards shall be secured to vertical lifelines by rope grabs only. Knots, painters-hitches, or loops are not acceptable. Horizontal lifelines shall have tie-off points at least waist high.

  

	 	25.5	TANK CONTRACTOR personnel and any Subcontractors and Subsubcontractors using retractable lifeline devices shall secure them by means acceptable to PURCHASER and in all cases by a
means capable of supporting at least 5000 pounds or 2275 kg. 

  

	 	25.6	TANK CONTRACTOR shall require employees to wear an approved safety harness/lanyard system if they work from ladders where the fall exposure is less than 6 feet or 2 meters, and they
are unable to maintain 3-point contact. 

  

	26.0	Scaffolding 

  

	 	26.1	TANK CONTRACTOR shall have a written Scaffolding Procedure and use scaffold material acceptable to PURCHASER. 

  

	 	26.2	Scaffold platforms shall be fully planked or decked out, capable of supporting 4 times the maximum intended load to be imposed upon them, and all sides protected by standard
guardrail system. The top rail shall be 42 inches or 110 cm from the platform. A mid-rail and 4 inch or 10 cm toe-board shall be installed. 

  

	 	26.3	TANK CONTRACTOR erected scaffolds where employees are working/passing below shall have planking or netting installed from the platform to the top rail. 

  

	 	26.4	TANK CONTRACTOR shall develop a scaffold tagging system compatible with the PURCHASER’s system. PURCHASER intends to use a three-tag system in which a red tag indicates
scaffolds under construction or demolition, yellow indicates scaffolds that are complete but have hazards associated with them, and green indicates scaffolds erected to a complete, safe standard. TANK CONTRACTOR may duplicate the PURCHASER system.

  

	 	26.5	TANK CONTRACTOR shall erect or modify scaffolds under the direction of a trained, competent scaffold builder whose resume and qualifications have been submitted to and

  

					
	Tank Contract Appendix B-2	 	17 of 23	 	

 accepted by PURCHASER. The competent person shall sign all scaffold tags and perform and document
inspections before initial use, including initial use following alteration, and daily thereafter. 
  

	 	26.6	TANK CONTRACTOR shall provide safe access/egress to all levels of scaffolds. Scaffold platform accesses shall be protected to prevent the possibility of accidental fall through
utilizing secured access gates. 

  

	 	26.7	Special scaffolds (hanging scaffolds, 2 point suspension scaffolds, etc.) shall be designed by a competent engineer and erected with all necessary personnel safety equipment
installed, such as rope grabs and lifelines. 

  

	 	26.8	TANK CONTRACTOR must have a qualified, professional engineer design all scaffolds over 125 feet or 38 meters in height. 

  

	 	26.9	All scaffolds erected by TANK CONTRACTOR shall have casters, jackscrews, or base plates installed. Mudsills shall be used where required. Scaffolds shall be level and plumb, capable
of supporting at least four times the anticipated load, and secured to a solid structure whenever possible. 

  

	 	26.10	TANK CONTRACTOR shall provide scaffold user training to all employees, shall verify employee comprehension by testing and shall maintain training and testing records which will be
made available to PURCHASER. 

  

	 	26.11	Scaffolds shall be inspected initially before use and on a daily basis for damage or defects. 

  

	27.0	Barricades 

  

	 	27.1	TANK CONTRACTOR is responsible for properly erecting and maintaining barricades and barriers in such a manner that they provide adequate protection and do not impede the work of
other contractors on the Site unless PURCHASER approves such placement. 

  

	 	27.2	Barricades and barriers erected by TANK CONTRACTOR shall have appropriate signs and tags indicating the nature of the hazard and the responsible supervisor. Barricades left after
dark on or in close proximity to roadways shall be properly equipped with flashing amber lights. 

  

	 	27.3	TANK CONTRACTOR shall provide and use appropriate barrier devices to identify the nature of the job hazard involved (i.e., yellow and black for “CAUTION” or red and black
for “DANGER”). Barrier devices, including barrier tape, shall not be used as a substitute for a barricade as they do not offer adequate protection from falls. Barrier devices shall be used only in those applications where temporary
identification of a hazard is needed; but not as a primary means of protecting employees from exposure. 

  

	 	27.4	TANK CONTRACTOR shall ensure that employees understand and comply with barricade and barrier procedures (i.e. prohibited entry into red barrier taped areas).

  

	 	27.5	Excavations shall be protected with hard barricades, placed 3 feet from the excavation. In situations where fall protection is required these barricades shall meet federal
guidelines for handrails. 

  

	28.0	Floor & Wall Openings 

  

	 	28.1	TANK CONTRACTOR shall review the fall hazards involved in its scope of work and construct standard handrail systems where required. Handrails shall be constructed with

  

					
	Tank Contract Appendix B-2	 	18 of 23	 	

 the top rail 42 inches or 110 cm from the floor or platform level and shall have a mid-rail and
toe-board. Toe-boards shall extend 4 inches or 10 cm above the floor or platform level. 
  

	 	28.2	TANK CONTRACTOR shall install vertical support posts for handrails at intervals of not more than 8 feet or 2.5 meters. 

  

	 	28.3	TANK CONTRACTOR shall barricade all floor openings, or install properly labeled and substantial covers (3/4 inch, or equivalent metric, exterior grade plywood able to withstand at
least twice the anticipated load). All floor-opening covers shall be stenciled or painted with this statement: “OPEN HOLE - DANGER, DO NOT REMOVE.” 

  

	29.0	Excavations & Trenching 

  

	 	29.1	TANK CONTRACTOR shall not commence any excavation or trenching work, until they have obtained permission and complied with the conditions of all required approval and permit
authorities. Permits shall be kept on file and made available to PURCHASER. 

  

	 	29.2	TANK CONTRACTOR shall provide at the Phase 2 Tank Site a competent person whose resume and qualifications have been submitted to and accepted by PURCHASER, who will classify all
soils and perform daily inspections of all excavations/trenches. These inspections shall be documented, kept on file, and made available to PURCHASER. 

  

	 	29.3	TANK CONTRACTOR shall have an engineered drawing for reference showing the location of all underground services and/or utilities, and will make all required notifications prior to
commencing any excavation. 

  

	 	29.4	TANK CONTRACTOR shall ensure that spoil material is kept at least 3 feet or 1 meter away from the excavation edge. 

  

	 	29.5	Where trenches or excavations will exceed 4 feet or 1.5 meters in depth, the TANK CONTRACTOR shall use protective systems acceptable to PURCHASER. No more than 25 feet or 7
meters of lateral travel shall be required in any trench to reach a ladder. Ladders must extend 36 inches above the ground level. Warning signs and barricades shall be installed in a manner that prevents accidental entry into the trenched or
excavated area. 

  

	30.0	Vessels and Confined Spaces 

  

	 	30.1	TANK CONTRACTOR shall have a written Confined Space Procedure that is acceptable to PURCHASER and which requires that all such Work be performed only on the basis of a TANK
CONTRACTOR issued logged and numbered permit. At a minimum, in newly constructed confined spaces with little hazard of airborne contamination, monitoring for oxygen and explosive gasses shall be conducted as determined by PURCHASER. PURCHASER may
require that monitoring equipment be provided by the TANK CONTRACTOR, calibrated to manufacturer recommendations and all calibration shall be documented. All employees entering or attending any confined spaces shall have proper, documented training.
All calibration and training records shall be made available to PURCHASER. 

  

	 	30.2	TANK CONTRACTOR shall ensure that all employees have awareness training regarding the hazards of confined spaces and the procedures to be followed. Special training shall be
provided to all entry supervisors, entrants, and attendants. TANK CONTRACTOR shall ensure that entry supervisors know, understand and execute their full responsibilities. 

  

					
	Tank Contract Appendix B-2	 	19 of 23	 	

	 	30.3	TANK CONTRACTOR shall review its work areas and ensure confined spaces have been identified and marked accordingly. PURCHASER shall examine each confined space before initial entry
to evaluate the specific hazards and TANK CONTRACTOR’s safety precautions. 

  

	 	30.4	Prior to each entry into a confined space TANK CONTRACTOR shall ensure: 

  

	 	30.4.1	Proper ventilation equipment is used to purge or supply air to the confined space, 

  

	 	20.4.2	All electrical service is low voltage or GFCI protected, 

  

	 	30.4.3	Adequate access/egress from the confined space is provided, 

  

	 	30.4.4	A task specific rescue plan has been developed and reviewed with all involved employees, and 

  

	 	30.4.5	All external sources of atmospheric contamination are isolated. 

  

	 	30.5	TANK CONTRACTOR shall evaluate all confined spaces for possible heat stress. 

  

	 	30.6	TANK CONTRACTOR shall ensure that all personnel responsible for safety watches (confined space attendants) are easily identified, properly trained and aware of the duties associated
with each emergency situation that may occur within the confined space. 

  

	 	30.7	TANK CONTRACTOR shall ensure that an emergency rescue team is available for all confined space entries and that all employees know how to summon assistance.

  

	 	30.8	TANK CONTRACTOR shall not permit entry into any confined space until the permit system has been properly executed. The permit shall be conspicuously posted at the confined space and
all entrants must sign a log upon entering and exiting the confined space. 

  

	31.0	Lock out / Tag out Procedure 

  

	 	31.1	TANK CONTRACTOR shall strictly comply with PURCHASER’s lock-out/tag-out requirements and procedure. 

  

	 	31.2	TANK CONTRACTOR shall ensure that all employees have instruction on the specific lockout/ tagout procedure and comprehension testing shall be conducted to verify knowledge and
understanding of the procedure. Records of training and testing shall be kept, filed, and made available to PURCHASER. 

  

	32.0	Portable Ladders - Control & Inspection 

  

	 	32.1	TANK CONTRACTOR shall monitor ladders to ensure all ladders used on the Phase 2 Tanks are constructed of wood or fiberglass (not metal) have non-slip feet, and that wooden ladders
have been treated with preservative. 

  

	 	32.2	TANK CONTRACTOR will erect ladders so that access/egress areas are unobstructed. 

  

	 	32.3	TANK CONTRACTOR shall have a Ladder Inspection Procedure for the documented quarterly inspection of ladders. To achieve this an identification method (i.e. company name and number)
and means to indicate inspection status (i.e. tape) shall be developed. 

  

					
	Tank Contract Appendix B-2	 	20 of 23	 	

	 	32.4	TANK CONTRACTOR will use ladders for egress and/or to conduct low level work of short duration and will not use ladders in lieu of scaffolds as a primary means of conducting work of
longer duration. 

  

	33.0	Cranes & Material Handling 

  

	 	33.1	TANK CONTRACTOR shall provide the resources necessary for inspection and maintenance of rigging and lifting equipment and shall monitor all lifts to ensure that acceptable lifting
practices are followed. 

  

	 	33.2	Tag lines shall be used on all lifts. 

  

	 	33.3	TANK CONTRACTOR and any Subcontractors or Subsubcontractors who are performing lifts in excess of 10 tons shall submit a lifting plan to PURCHASER for review and acceptance prior to
performing the lift. If the lift is over 50 tons or classified as critical (exceeding 90% of the crane capacity chart, any two-crane lift or any lift over operating or occupied facilities, process pipe racks or near power lines) the TANK CONTRACTOR
shall submit a detailed rigging plan with all applicable supporting calculations to PURCHASER for review and acceptance prior to the lift. 

  

	 	33.4	TANK CONTRACTOR shall designate a qualified supervisor to determine the methods and develop plans for rigging operations to ensure safe lifts. 

  

	 	33.5	TANK CONTRACTOR shall ensure that all equipment operators they provide are adequately trained and informed of their responsibility to operate their equipment within design
limits. 

  

	 	33.6	All cranes supplied by TANK CONTRACTOR shall have current, annual, documented inspections of sufficient detail to be acceptable to PURCHASER. Documentation of such inspections shall
be made available to PURCHASER prior to initial Phase 2 Tank Site use. 

  

	 	33.7	TANK CONTRACTOR shall provide and ensure that operators keep daily inspection logs for all equipment. No equipment shall be operated if hazardous conditions are identified.

  

	 	33.8	TANK CONTRACTOR shall ensure that chain-falls, inertia reels, etc. have a documented inspection annually (including load tests). All rigging equipment shall undergo a visual
inspection prior to each use and a documented inspection quarterly (a color code system shall be used to achieve this). All capacities shall be clearly indicated on lifting devices. 

  

	 	33.9	All rigging shall be stored properly (i.e. on racks or in protected areas). 

  

	 	33.10	TANK CONTRACTOR shall ensure all crane operations maintain minimum safe distances from all high voltage lines, as determined by PURCHASER. Up to 50KV that distance shall be 10 feet
or 3 meters. 

  

	 	33.11	TANK CONTRACTOR shall ensure that the counter weight and housing swing radius of all cranes is properly barricaded whenever it is possible personnel may come into contact with or be
struck by them. 

  

	34.0	Suspended Personnel Platforms 

  

	 	34.1	TANK CONTRACTOR shall notify PURCHASER prior to using any suspended personnel platform and develop a Lift Procedure to be reviewed and accepted by PURCHASER prior to their use. The
procedure shall include, but not be limited to, employee training, pre-lift meetings, trial lifts, and platform inspection. 

  

					
	Tank Contract Appendix B-2	 	21 of 23	 	

	 	34.2	Personnel platforms (baskets) provided by TANK CONTRACTOR shall be designed by a qualified engineer and manufactured by competent personnel. They shall have permanent markings
indicating maximum weight. 

  

	 	34.3	If PURCHASER approves the use of crane suspended personnel platforms, TANK CONTRACTOR shall thoroughly inspect the crane/derrick and ensure it has an operational anti two block
device and locking devices on the hook. Free fall capacity, if present, shall be positively locked out or disabled. The area under the lift shall be isolated by barrier tape and signs. 

  

	 	34.4	TANK CONTRACTOR shall provide a positive means of communication between the crane operator and employees in a crane suspended personnel platform. Employees in the platform shall
wear full body harnesses attached to a designated anchor point. 

  

	35.0	Articulating Boom Platforms 

  

	 	35.1	Machines manufactured and used for elevated personnel platform work (JLG, Hi-lift, etc.) shall be operated and maintained in accordance with manufacturer recommendations and only by
trained and qualified individuals. Training and comprehension test records shall be maintained on file at the Phase 2 Tank Site and made available to PURCHASER upon request. 

  

	 	35.2	All persons inside work platforms shall wear a full body harness attached to a designated anchor point. A fire extinguisher shall be provided on all such equipment. Equipment used
to hoist personnel shall not be used for material, other than what can be carried safely in the basket for immediate use. 

  

	 	35.3	Employees shall not climb or stand on the handrails of the Articulating Boom Platform or use ladders or platforms to gain reach. 

  

	36.0	Compressed Gas Cylinders 

  

	 	36.1	TANK CONTRACTOR shall provide cradles and/or cages for lifting compressed gas cylinders and ensure that cylinders being transported are secured and in the upright position.

  

	 	36.2	TANK CONTRACTOR shall create a Gas Cylinder Use and Storage Procedure that allows for proper use and storage of compressed gas cylinders. The procedure shall include segregation by
type, proper signage, protective isolation of fuel gasses from oxygen, provisions to keep cylinder caps in place when provided by the supplier, positive upright securing of bottles, and maintenance of safe distances from ignition sources.

  

	 	36.3	TANK CONTRACTOR shall ensure that each individual cylinder turned off by a key wrench is provided with a key wrench whenever in use. 

  

	 	36.4	Oxygen and Acetylene shall be stored with 20 feet of separation at a minimum or a 5-foot high barrier with a  1/2 hour fire rating. 

  

	37.0	Electrical Equipment Inspection / Assured Grounding / GFCI 

  

	 	37.1	TANK CONTRACTOR shall implement and fully comply with the PURCHASER Electrical Equipment Inspection and Assured Grounding Procedure, which includes quarterly color code changes
and/or shall use of ground fault circuit interrupters (GFCI) on all temporary electrical applications. 

  

					
	Tank Contract Appendix B-2	 	22 of 23	 	

	 	37.2	TANK CONTRACTOR shall train employees regarding electrical inspection and electrical safety in accordance with section 3.0. 

  

	 	37.3	TANK CONTRACTOR shall maintain records of all tool inspections and make these records available to PURCHASER. 

  

	 	37.4	TANK CONTRACTOR shall ensure all tools are checked for electrical continuity after repairs are made. 

  

	38.0	Vehicle Operations 

  

	 	38.1	TANK CONTRACTOR shall ensure all vehicles are registered/licensed, maintained in a roadworthy condition, and operated in a safe manner in accordance with manufacturer
recommendations. 

  

	 	38.2	TANK CONTRACTOR shall ensure all persons operating vehicles are healthy and unimpaired, have appropriate and required operators licenses, and observe established road regulations
and/or Site regulations. 

  

	 	38.3	TANK CONTRACTOR shall provide a seat belt for each vehicle passenger and enforce the wearing of seat belts any time a vehicle is in motion. Personnel riding in back of truck or
other vehicles is not permitted unless proper restrains(i.e. seatbelts) are provided. Busses provided for Phase 2 Project transportation may be exempt from this requirement, if authorized by PURCHASER in advance of their use.

  

	39.0	Drug and Alcohol Policy 

  

	 	39.1	PURCHASER Drug and Alcohol policy will be in compliance with the US Federal Department of Transportation regulations concerning pipeline operators and contractors. Drug and Alcohol
policy will include: 

  

	 	39.2	Pre-employment, Random (up to 50%), For cause and Post Accident Drug screening. 

  

	 	39.3	TANK CONTRACTOR shall submit a Phase 2 Project Drug and Alcohol Plan that conforms to the Phase 2 Project Drug and Alcohol program. 

  

	 	39.4	TANK CONTRACTOR shall send all drug screening samples to a certified lab. 

  

	 	39.5	TANK CONTRACTOR shall submit to the PURCHASER a letter stating all project personnel have complied with the Phase 2 Project Drug and Alcohol policy before site

  

					
	Tank Contract Appendix B-2	 	23 of 23	 	

 Execution Version 
 APPENDIX B-3 
 GUIDELINES TO SITE WORK PRACTICES 
 The requirements set forth in this Appendix B-3 are guidelines for developing the specific Phase 2 Site work practices for approval by PURCHASER. 
  

	 	•	 	TANK CONTRACTOR shall perform all work in accordance with manufacturer’s instruction and any specifications, procedures, drawings and direction supplied.

  

	 	•	 	TANK CONTRACTOR shall carry out all in-process and final inspection and testing necessary to demonstrate conformance of the completed operations to specified requirements.

 Construction Site Training 
  

	 	•	 	TANK CONTRACTOR shall ensure that all training required by manufacturer and/or supplier is accomplished prior to performing Work and that documentation attesting to the fact the
training has been accomplished shall be available for PURCHASER’s review 

 Requests for Information 
  

	 	•	 	TANK CONTRACTOR shall be responsible for submitting a Request For Information (RFI) including appropriate supporting documentation to PURCHASER if the TANK CONTRACTOR is unable to
understand the technical documents, discovers or perceives a conflict, ambiguity, error or omission in or among the technical documents or has an alternate/substitute material or method to propose that improves cost or schedule.

  

	 	•	 	TANK CONTRACTOR shall only enter one subject per RFI; however, an RFI may be identified as applicable to multiple components, systems or commodities. 

  

	 	•	 	TANK CONTRACTOR shall use PURCHASER’s RFI form. The TANK CONTRACTOR may use a similar form provided all the key elements of PURCHASER’s form are included.

 System and Equipment Safety Tagging/Lockout 
  

	 	•	 	TANK CONTRACTOR shall directly implement the S&H STANDARDS set forth in Exhibit “B” Appendix B-2, including PURCHASER’s Lockout/Tagout Procedure within such
Appendix. 

 Systems Completion and Turnover 
  

	 	•	 	TANK CONTRACTOR shall have a logical process for identifying any pending or outstanding Work and for the turnover of the Work, either incrementally or in total, to PURCHASER.

 Control of Punchlist Items 
  

	 	•	 	TANK CONTRACTOR shall have a process/system for tracking and completing outstanding or incomplete work items (punch list items) identified during final inspections of systems or
facilities by the PURCHASER to document acceptance of completed systems or facilities. 

 Crane Operator Qualification

  

	 	•	 	TANK CONTRACTOR shall provide to PURCHASER evidence that crane operators meet minimum job qualifications including specific physical requirements, and demonstrate the knowledge and
practical skills required to safely and proficiently operate the crane(s) and heavy lift equipment to which they are assigned. 

 Tank Contract 

 Competent Person Rigger Qualification 
  

	 	•	 	TANK CONTRACTOR shall provide to PURCHASER evidence that all rigger(s) meet minimum job qualifications including demonstrating the knowledge and practical skills required to safely
and proficiently execute rigging operations. 

 Construction Rigging Work Operations 
  

	 	•	 	TANK CONTRACTOR shall submit a plan for PURCHASER and Management Contractor approval for heavy hauling and lifting operations in accordance with the specific requirements of their
lift category. 

 Crane Use and Operations 
  

	 	•	 	TANK CONTRACTOR is required to have processes and procedures by which they manage the use and operation of cranes on PURCHASER sites. The scope of application includes not only
conventional crawler, truck and tower cranes, but also includes alternative lifting devices. Processes to be addressed include: mobilization, commissioning, on-hire inspection, testing, crane operation, maintenance, periodic inspections, safety,
record keeping, demobilization & off-hire inspections. 

  

	 	•	 	TANK CONTRACTOR shall not load a crane to more than 100% of the rated chart capacity without prior written approval of the crane manufacturer. 

  

	 	•	 	TANK CONTRACTOR shall following the crane and lifting procedures and safety requirements set forth in applicable codes and standards and the Tank Contract, including Exhibit
“B” Appendix B-2. 

 Document Control 
  

	 	•	 	TANK CONTRACTOR shall have written procedure(s) or instruction(s) that establish a system for receipt, control and distribution of design documents. The procedure(s) or
instruction(s) shall provide for: 

  

	 	a.	Verification of actual documents received; 

  

	 	b.	Maintenance of document control logs or registers for drawings, interim changes, specifications and vendor prints, listing current revision of each document to preclude use of
invalid and/or obsolete documents; 

  

	 	c.	Establish method of identification between controlled and uncontrolled documents; and 

  

	 	d.	Removal of superseded or voided documents from the work place to assure against unintended use. All obsolete documents retained for legal and/or knowledge-preservation purposes
shall be suitably identified. 

 Temporary Utilities 
  

	 	•	 	TANK CONTRACTOR shall submit to PURCHASER for review and approval a temporary facilities plan delineating all temporary facilities and utilities to be installed by the TANK
CONTRACTOR. TANK CONTRACTOR shall submit plan(s) to PURCHASER for review and approval not less than 30 Days or as directed by PURCHASER prior to the commencement of Work. PURCHASER will return comments or approval within 15 Days.

  

	 	•	 	TANK CONTRACTOR shall maintain an up-to-date set of as-built drawings showing the installed location of all temporary utilities. TANK CONTRACTOR shall have said drawings available
at the Phase 2 Site for PURCHASER review and shall submit drawing(s) upon completion of temporary utility installation. 

 Construction
Surveying 
  

	 	•	 	TANK CONTRACTOR shall establish a method of controlling survey requests from PURCHASER. 

  

	 	•	 	TANK CONTRACTOR shall maintain all equipment in good working order, within calibration and shall field check for accuracy on regular basis. 

  

	 	•	 	TANK CONTRACTOR shall retain all field survey observations, computations and recordings in field books or electronic files including a daily log of survey activities.

  

 2 

 Storm Water Pollution Prevention Plan 
  

	 	•	 	TANK CONTRACTOR shall develop dewatering and stormwater / pollution protection plans as required by Project requirements and Applicable Law. TANK CONTRACTOR shall submit plans(s) to
PURCHASER for review and approval not less than 30 Days or as directed by PURCHASER prior to the commencement of Work. PURCHASER will return comments or approval within 15 Days. 

  

	 	•	 	TANK CONTRACTOR shall obtain PURCHASER acceptance for construction water sources. 

 Concrete Operations 
  

	 	•	 	TANK CONTRACTOR shall provide evidence of certification for any materials testing laboratory and batch plant used for the Project. 

  

	 	•	 	TANK CONTRACTOR shall obtain PURCHASER acceptance of all TANK CONTRACTOR developed concrete mix designs. 

  

	 	•	 	TANK CONTRACTOR shall use a concrete pre-placement checklist and release record (Pour Card) to document acceptance of commodities such as formwork, line and grade, reinforcing,
anchor bolts and other embedded items. 

  

	 	•	 	TANK CONTRACTOR shall maintain all batch plant tickets, inspection and testing records traceable to the concrete placements. 

  

	 	•	 	Where structural steel is to be erected on concrete, the TANK CONTRACTOR shall have field cured cylinders in addition to the laboratory cured cylinders required by the Project
design specifications for verification of the design strength. 

 Grouting 
  

	 	•	 	TANK CONTRACTOR shall retain the services of an independent, certified material testing laboratory to perform any required grout testing. TANK CONTRACTOR shall maintain any/all
grout testing records. Record shall be traceable to the specific grout placement. 

 Structural Steel Erection 
  

	 	•	 	TANK CONTRACTOR shall have a written steel erection plan that addresses sequencing of work, method of achieving bolt tightness requirements and preassembly plans.

 Electrical Equipment Installation 
  

	 	•	 	TANK CONTRACTOR shall ensure that electrical equipment is identified and tagged in accordance with Project specifications. 

 Raceways and Accessories 
  

	 	•	 	TANK CONTRACTOR shall utilize a PURCHASER approved raceway schedule that assigns a unique identification number to each raceway and corresponds to design drawings.

  

	 	•	 	TANK CONTRACTOR shall document Inspection acceptance and release of embedded raceway prior to concrete placements. 

 Electrical Cable Installation 
  

	 	•	 	TANK CONTRACTOR shall utilize a PURCHASER approved cable schedule that assigns a unique identification number to each cable and corresponds to design drawings. The schedule shall
include information such as material size and type, from and to links, route vias and service level. 

  

	 	•	 	TANK CONTRACTOR is responsible for ensuring that raceway and cables vias are complete prior to pulling cable. 

  

	 	•	 	Cable pulling lubricants shall be in accordance with cable manufacturer or Project specifications. 

  

 3 

 Cable Terminations 
  

	 	•	 	TANK CONTRACTOR shall utilize a PURCHASER approved cable termination schedule that uses the assigned unique identification number to each cable and corresponds to design drawings.
The schedule shall include information such as material size and type, cable end location (equipment, instrument number, etc.). 

  

	 	•	 	Cable splices shall only be permitted at locations specifically approved by PURCHASER. 

 Construction Electrical Testing 
  

	 	•	 	TANK CONTRACTOR test methods, requirements and acceptance criteria not specified in Project specifications, codes or standards shall be submitted to PURCHASER for review and
approval prior to implementation. 

  

	 	•	 	TANK CONTRACTOR shall only perform electrical testing on components, other than cables, that have been released by PURCHASER. 

 Instrumentation Installation 
  

	 	•	 	TANK CONTRACTOR shall blow all pneumatic systems with oil free, dry compressed air prior to final connections. 

  

	 	•	 	TANK CONTRACTOR shall ensure that instruments are calibrated prior to turnover. 

  

	 	•	 	TANK CONTRACTOR ensure that all instruments are properly tagged for easy identification in accordance with Project requirements. 

 Instrumentation Testing 
  

	 	•	 	TANK CONTRACTOR shall ensure that all measuring and testing equipment is calibrated and controlled. 

  

	 	•	 	A calibration sticker indicating the technician’s initials shall be applied to all instruments after calibration or pressure testing completion. 

 Aboveground Piping Installation 
  

	 	•	 	TANK CONTRACTOR shall ensure that piping flanges or weld ends are in satisfactory alignment with the equipment flanges or weld ends. Pipe ends, welded or flanged, of connecting pipe
shall not be “cold pulled” into position nor shall any undue “pipe stress” be placed on equipment nozzles. Flange bolts at rotating equipment flanges shall be capable of removal by hand without binding, prying or stress when
loosened. 

  

	 	•	 	TANK CONTRACTOR shall keep all pipe and equipment openings covered during non-work hours and shall prohibit placement of any materials, tools or components inside of erected piping
systems and equipment. 

 Pipe Supports 
  

	 	•	 	TANK CONTRACTOR shall ensure that spring can stops remain in place at the cold load settings until directed to remove stops by PURCHASER. 

 Pressure Testing of Piping, Tubing and Components 
  

	 	•	 	TANK CONTRACTOR shall conduct any field testing of piping using written test procedures. As a minimum, the procedure shall include safety requirements, clear identification of test
boundaries, isolation points, system over pressurization protection, and a space to record test results and applicable drawings. 

  

 4 

	 	•	 	TANK CONTRACTOR shall have a process to control the pretest preparation and release of systems or components for testing, including confirmation that temporary items (i.e. blinds,
temporary piping) are suitable for use at test pressures. 

  

	 	•	 	TANK CONTRACTOR shall have PURCHASER’s approval on the test medium and source prior to use. 

  

	 	•	 	TANK CONTRACTOR shall have a test review, inspection and acceptance form that identifies key elements of the pressure test information, test requirements, test gauge pressure
calculation, pretest reviews, test results, test equipment, test acceptance and test restoration verification. 

  

	 	•	 	TANK CONTRACTOR shall submit a specific test plan to PURCHASER for review for all pneumatic testing, for high pressure hydrostatic testing, and for testing at ambient temperatures
below 40oF (5oC). 

  

	 	•	 	Where equipment is included within the boundaries of a pipe test, the TANK CONTRACTOR shall ensure that the test medium is compatible with the equipment and the equipment maximum
allowable pressure or differential pressure is not exceeded. 

 Installation of Rotating Equipment 
  

	 	•	 	TANK CONTRACTOR is responsible for dimensionally checking foundations, embedments and all features interfacing with the equipment being erected/installed. Discrepancies shall be
submitted to PURCHASER for disposition using an approved Request for Information form. 

 Welding Program 
  

	 	•	 	TANK CONTRACTOR shall maintain a welding program as required by the applicable code(s) and standard(s). The welding program, as a minimum, shall include: 

 

	 	1.	Documentation of field welding activities 

  

	 	2.	Assignment of welding procedure specifications 

  

	 	3.	Welder qualifications, maintenance and welder identification 

  

	 	4.	Weld heat treatment 

 Positive Material Identification

  

	 	•	 	TANK CONTRACTOR shall establish and maintain documented procedure(s) defining how positive material identification is to be performed and documented, including equipment, training
and/or certification of personnel. 

  

	 	•	 	TANK CONTRACTOR shall submit their positive material identification procedure(s) for approval to PURCHASER not less than 30 Days, or as directed by PURCHASER, prior to the
commencement of Work. PURCHASER will return comments or approval within 15 Days, 

 Welding & NDE Documentation

  

	 	•	 	The following welding related documentation shall be submitted by the TANK CONTRACTOR for review and approval not less than 30 Days, or as directed by PURCHASER, prior to the
commencement of Work, PURCHASER will return comments or approval within 15 Days, as applicable to the Scope of Work: 

  

	 	1.	Welding Procedure Specifications (WPSs) and supporting Procedure Qualification Records (PQRs) 

  

	 	2.	Nondestructive Examination (NDE) Procedures 

  

	 	3.	Administrative Welding Procedures including, but not limited to Post Weld Heat Treatment, Filler Metal Control, Welder Qualification and Welding Documentation procedures.

  

	 	4.	Weld Repair Procedures 

  

	 	•	 	The following welding related documentation shall be submitted by the TANK CONTRACTOR for information only, as applicable, upon completion of the task: 

  

	 	1.	Welder Qualification Records 

  

 5 

	 	2.	Weld Maps 

  

	 	3.	Material Test Reports 

  

	 	4.	Personnel Qualification Records for NDE 

  

	 	5.	Inspection Records, including Radiography film 

 Material Receiving

  

	 	•	 	TANK CONTRACTOR shall have a process in place to control and document material and equipment inspection receipt for compliance with technical requirements, including a process to
control and for disposition of damaged or nonconforming items. For PURCHASER furnished material or equipment, any discrepancies shall be submitted to PURCHASER for disposition using an approved form. 

 Material Withdrawals Request 
  

	 	•	 	TANK CONTRACTOR shall have a process in place to control material and equipment release for installation, including a process to control the release of nonconforming items.

 Field Material Storage Control 
  

	 	•	 	TANK CONTRACTOR shall have a program that will ensure that all material and equipment under its jurisdiction/control is maintained in accordance with the manufacturer’s
recommendation or specified requirements to ensure all warranties remain in effect, and to prevent damage or deterioration of the item. 

  

	 	•	 	TANK CONTRACTOR’s program shall identify the particular material and equipment to be maintained, the maintenance operations to be performed, and the frequency of such
maintenance operations. Inspections shall be conducted, and documented results of such inspections made to ensure conformance to specified storage requirements. 

  

	 	•	 	All materials and equipment shall be properly maintained by the TANK CONTRACTOR during the performance of the Work to retain identification and not jeopardize its structural,
mechanical, or electrical ability to function as designed once installed in its permanent location. 

  

	 	•	 	TANK CONTRACTOR shall have said records available for PURCHASER review. 

 Spare Parts 
  

	 	•	 	For TANK CONTRACTOR furnished material and equipment, TANK CONTRACTOR shall provide a complete inventory of supplied spare parts including quantity, manufacturer and manufacturer
part number upon turnover to PURCHASER. 

 Control of Measuring and Testing Equipment (M&TE) 
  

	 	•	 	TANK CONTRACTOR shall ensure that M&TE is calibrated, or checked against, equipment certified to recognized standards at prescribed manufacturer’s or Project required
intervals. These requirements do not apply to off-the-shelf measuring equipment such as rulers, tape measures, and levels that are not subject to periodic calibration. 

 Control of Deficient Items 
  

	 	•	 	TANK CONTRACTOR shall establish and maintain documented procedure(s) to ensure that deficient items (items that do not confirm to specified requirements) are prevented from
unintended use or installation. This control shall provide for identification, evaluation, segregation (when practical), disposition, disposition implementation, re-inspection and closure of nonconforming product and for notification to the
functions concerned. 

  

 6 

 Execution Version 
 APPENDIX B-10 
 LIEN AND CLAIM WAIVER FORMS 
 B-10 
 Tank Contract 
  

 1 

 FORM B-10-1 
 TANK CONTRACTOR’S INTERIM CONDITIONAL LIEN WAIVER 
 (To be executed by both Zachry Construction
Corporation and Diamond LNG, LLC 
 with each Invoice other than the Final Invoice) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned, Diamond LNG, LLC (“Diamond”) and Zachry Construction Corporation (“Zachry”), as joint and severally liable members of
Tank Contractor (hereinafter collectively “Tank Contractor”), have been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the engineering, procurement, construction, commissioning, start-up
and testing of improvements known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Upon receipt of
the sum of U.S.$                     (amount in Invoice submitted with this Tank Contractor’s Interim Conditional Lien Waiver), Tank
Contractor waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Tanks and the Property that Tank Contractor has or may have arising out of the performance or provision of the
work, materials, equipment, services or labor or on behalf of Tank Contractor (including, without limitation, any Subcontractor or Sub-subcontractor) in connection with the Phase 2 Tanks through the date of
                    , 20     (date of the Invoice submitted with this Tank Contractor’s Interim Conditional
Lien Waiver) and reserving those rights, privileges and liens, if any, that Tank Contractor might have in respect of any amounts withheld by Owner from payment on account of work, materials, equipment, services and/or labor furnished by or on behalf
of Tank Contractor to or on account of Owner for the Phase 2 Tanks. Other exceptions are as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 (if no exception entry or
“none” is entered above, Tank Contractor shall be deemed not to have reserved any claim.) 
 Tank Contractor expressly represents and warrants that
all employees, laborers, materialmen, Subcontractors, Sub-subcontractors and subconsultants employed by Tank Contractor in connection with the Phase 2 Tanks have been paid for all work, materials, equipment, services, labor and any other items
performed or provided through                     , 20     (date of Tank Contractor’s last prior Invoice).
Exceptions are as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 (if no exception entry or “none” is entered above, all such payments have been made) 
 This Tank Contractor’s
Interim Conditional Lien Waiver is freely and voluntarily given and Tank Contractor acknowledges and represents that it has fully reviewed the terms and conditions of this Tank Contractor’s Interim Conditional Lien Waiver, that it is fully
informed with respect to the legal effect of this Tank Contractor’s Interim Conditional Lien Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Tank Contractor’s Interim Conditional Lien Waiver in return
for the payment recited above. 
 This Tank Contractor’s Interim Conditional Lien Waiver has been executed by its duly authorized representative(s).

  

									
	FOR DIAMOND LNG, LLC:	 		 	FOR ZACHRY CONSTRUCTION CORPORATION:
	Applicable to Invoice(s) No.     	 		 	Applicable to Invoice(s) No.     
					
	Signed:	 	  
	 		 	Signed:	 	  

	By:	 	  
	 		 	By:	 	  

	Title:	 	  
	 		 	Title:	 	  

	Date:	 	  
	 		 	Date:	 	  

  

 2 

 FORM B-10-2 
 TANK CONTRACTOR’S INTERIM UNCONDITIONAL LIEN WAIVER 
 (To be executed by both Zachry Construction
Corporation and Diamond LNG, LLC 
 with each Invoice other than the Final Invoice) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned, Diamond LNG, LLC (“Diamond”) and Zachry Construction Corporation (“Zachry”), as joint and severally liable members of
Tank Contractor (hereinafter collectively “Tank Contractor”), have been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the engineering, procurement, construction, commissioning, start-up
and testing of improvements known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Tank Contractor
hereby waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Tanks and the Property that Tank Contractor has or may have arising out of the performance or provision of the work,
materials, equipment, services or labor or on behalf of Tank Contractor (including, without limitation, any Subcontractor or Sub-subcontractor) in connection with the Phase 2 Tanks through the date of
                    , 20     (date of Tank Contractor’s last prior Invoice). 
 Tank Contractor expressly represents and warrants that all employees, laborers, materialmen, Subcontractors, Sub-subcontractors and subconsultants employed by Tank
Contractor in connection with the Phase 2 Tanks have been paid for all work, materials, equipment, services, labor and any other items performed or provided through
                    , 20     (date of Tank Contractor’s last prior Invoice). 
 This Tank Contractor’s Interim Unconditional Lien Waiver is freely and voluntarily given and Tank Contractor acknowledges and represents that it has fully reviewed
the terms and conditions of this Tank Contractor’s Interim Unconditional Lien Waiver, that it is fully informed with respect to the legal effect of this Tank Contractor’s Interim Unconditional Lien Waiver. 
 This Tank Contractor’s Interim Unconditional Lien Waiver has been executed by its duly authorized representative(s). 
  

									
	FOR DIAMOND LNG, LLC:	 		 	FOR ZACHRY CONSTRUCTION CORPORATION:
	Applicable to Invoice(s) No.     	 		 	Applicable to Invoice(s) No.     
					
	Signed:	 	  
	 		 	Signed:	 	  

	By:	 	  
	 		 	By:	 	  

	Title:	 	  
	 		 	Title:	 	  

	Date:	 	  
	 		 	Date:	 	  

  

 3 

 FORM B-10-3 
 SUBCONTRACTOR’S INTERIM CONDITIONAL LIEN WAIVER 
 (To be executed by Major Subcontractors and
Major Sub-subcontractors 
 with each invoice other than the invoice for final payment) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned,
                                        
(“Subcontractor”) who has, under an agreement with Diamond LNG, LLC or Zachry Construction Corporation, or both (“Tank Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the
Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Upon receipt of
the sum of U.S.$                     (amount in invoice submitted with this Subcontractor’s Interim Conditional Lien Waiver),
Subcontractor waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Tanks and the Property that Subcontractor has or may have arising out of the performance or provision of the
work, materials, equipment, services or labor or on behalf of Subcontractor (including, without limitation, any sub-subcontractor) in connection with the Phase 2 Tanks through the date of
                    , 20     (date of the invoice submitted with this Subcontractor’s Interim Conditional Lien
Waiver) and reserving those rights, privileges and liens, if any, that Subcontractor might have in respect of any amounts withheld by Tank Contractor from payment on account of work, materials, equipment, services and/or labor furnished by or on
behalf of Subcontractor to or on account of Tank Contractor for the Phase 2 Tanks. Other exceptions are as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 (if no exception entry or
“none” is entered above, Subcontractor shall be deemed not to have reserved any claim.) 
 Subcontractor expressly represents and warrants that all
employees, laborers, materialmen, Sub-subcontractors and subconsultants employed by Subcontractor in connection with the Phase 2 Tanks have been paid for all work, materials, equipment, services, labor and any other items performed or provided
through                     , 20     (date of Subcontractor’s last prior invoice). Exceptions are as follows:

 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 (if no exception entry or “none” is entered above, all such payments have been made) 
 This Subcontractor’s
Interim Conditional Lien Waiver is freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Interim Conditional Lien Waiver, that it is fully informed
with respect to the legal effect of this Subcontractor’s Interim Conditional Lien Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Subcontractor’s Interim Conditional Lien Waiver in return for the
payment recited above. 
 This Subcontractor’s Interim Conditional Lien Waiver has been executed by its duly authorized representative. 
  

			
	FOR SUBCONTRACTOR :
	Applicable to Invoice(s) No.     
		
	Signed:	 	  

	By:	 	  

	Title:	 	  

	Date:	 	  

  

 4 

 FORM B-10-4 
 SUBCONTRACTOR’S INTERIM UNCONDITIONAL LIEN WAIVER 
 (To be executed by Major Subcontractors and
Major Sub-subcontractors 
 with each invoice other than the invoice for final payment) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned,
                                        
(“Subcontractor”) who has, under an agreement with Diamond LNG, LLC or Zachry Construction Corporation, or both (“Tank Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the
Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Subcontractor
hereby waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Tanks and the Property that Subcontractor has or may have arising out of the performance or provision of the work,
materials, equipment, services or labor or on behalf of Subcontractor (including, without limitation, any Sub-subcontractor) in connection with the Phase 2 Tanks through the date of
                    , 20     (date of the last invoice submitted by Subcontractor). 
 Subcontractor expressly represents and warrants that all employees, laborers, materialmen, Sub-subcontractors and subconsultants employed by Subcontractor in connection
with the Phase 2 Tanks have been paid for all work, materials, equipment, services, labor and any other items performed or provided through
                    , 20     (date of Subcontractor’s last prior invoice). 
 This Subcontractor’s Interim Unconditional Lien Waiver is freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the
terms and conditions of this Subcontractor’s Interim Unconditional Lien Waiver, and that it is fully informed with respect to the legal effect of this Subcontractor’s Interim Unconditional Lien Waiver. 
 This Subcontractor’s Interim Unconditional Lien Waiver has been executed by its duly authorized representative. 
  

			
	FOR SUBCONTRACTOR:
	Applicable to Invoice(s) No.     
		
	Signed:	 	  

	By:	 	  

	Title:	 	  

	Date:	 	  

  

 5 

 FORM B-10-5 
 TANK CONTRACTOR’S FINAL CONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by both Zachry
Construction Corporation and Diamond LNG, LLC 
 with the Final Invoice) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned, Diamond LNG, LLC (“Diamond”) and Zachry Construction Corporation (“Zachry”), as joint and severally liable members of
Tank Contractor (hereinafter collectively “Tank Contractor”), have been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the engineering, procurement, construction, commissioning, start-up
and testing of improvements known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Upon receipt of
the sum of U.S.$                     (amount in Final Invoice submitted with this Tank Contractor’s Final Conditional Lien and Claim
Waiver), Tank Contractor waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Tanks and the Property, and all claims, demands, actions, causes of actions or other rights at law,
in contract, quantum meruit, unjust enrichment, tort, equity or otherwise that Tank Contractor has or may have had against Owner arising out of the Agreement or the Phase 2 Tanks, whether or not known to Tank Contractor at the time of the execution
of this Tank Contractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or expiration of the
Agreement, including, without limitation, Warranties and correction of Defective Work, Tank Contractor represents that all of its obligations, legal, equitable, or otherwise, relating to or arising out the Agreement or the Phase 2 Tanks have been
fully satisfied. 
 This Tank Contractor’s Final Conditional Lien and Claim Waiver is freely and voluntarily given, and Tank Contractor acknowledges and
represents that it has fully reviewed the terms and conditions of this Tank Contractor’s Final Conditional Lien and Claim Waiver, that it is fully informed with respect to the legal effect of this Tank Contractor’s Final Conditional Lien
and Claim Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Tank Contractor’s Final Conditional Lien and Claim Waiver in return for the payment recited above. 
 This Tank Contractor’s Final Conditional Lien and Claim Waiver has been executed by its duly authorized representative(s). 
  

									
	FOR DIAMOND LNG, LLC:	 		 	FOR ZACHRY CONSTRUCTION CORPORATION:
	Applicable to Invoice(s) No. ALL	 		 	Applicable to Invoice(s) No. ALL
					
	Signed:	 	  
	 		 	Signed:	 	  

	By:	 	  
	 		 	By:	 	  

	Title:	 	  
	 		 	Title:	 	  

	Date:	 	  
	 		 	Date:	 	  

  

 6 

 FORM B-10-6 
 TANK CONTRACTOR’S FINAL UNCONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by both Zachry
Construction Corporation and Diamond LNG, LLC 
 as a condition of them receiving final payment) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned, Diamond LNG, LLC (“Diamond”) and Zachry Construction Corporation (“Zachry”), as joint and severally liable members of
Tank Contractor (hereinafter collectively “Tank Contractor”), have been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the engineering, procurement, construction, commissioning, start-up
and testing of improvements known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2 Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Tank Contractor
has been paid in full for all work, materials, equipment, services and/or labor furnished in connection with the Phase 2 Tanks, and Tank Contractor hereby waives, relinquishes, remits and releases any and all privileges, liens or claims of
privileges or liens against the Phase 2 Tanks and the Property, and all claims, demands, actions, causes of actions or other rights at law, in contract, quantum meruit, unjust enrichment, tort, equity or otherwise that Tank Contractor has or may
have had against Owner arising out of the Agreement or the Phase 2 Tanks, whether or not known to Tank Contractor at the time of the execution of this Tank Contractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or expiration of the Agreement, including, without limitation, Warranties and correction of Defective Work,
Tank Contractor represents that all of its obligations, legal, equitable, or otherwise, relating to or arising out the Agreement or the Phase 2 Tanks have been fully satisfied, including without limitation payment to Subcontractors and employees and
payment of Taxes. 
 This Tank Contractor’s Final Unconditional Lien and Claim Waiver is freely and voluntarily given, and Tank Contractor acknowledges
and represents that it has fully reviewed the terms and conditions of this Tank Contractor’s Final Unconditional Lien and Claim Waiver and that it is fully informed with respect to the legal effect of this Tank Contractor’s Final
Unconditional Lien and Claim Waiver. Tank Contractor understands, agrees and acknowledges that, upon the execution of this document, this document waives rights unconditionally and is fully enforceable to extinguish all claims of Tank Contractor as
of the date of execution of this document by Tank Contractor. 
 This Tank Contractor’s Interim Unconditional Lien Waiver has been executed by its duly
authorized representative(s). 
  

									
	FOR DIAMOND LNG, LLC:	 		 	FOR ZACHRY CONSTRUCTION CORPORATION:
	Applicable to Invoice(s) No.     	 		 	Applicable to Invoice(s) No.     
					
	Signed:	 	  
	 		 	Signed:	 	  

	By:	 	  
	 		 	By:	 	  

	Title:	 	  
	 		 	Title:	 	  

	Date:	 	  
	 		 	Date:	 	  

  

 7 

 FORM B-10-7 
 SUBCONTRACTOR’S FINAL CONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Major Subcontractors
and Major Sub-subcontractors with their invoice for final payment) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned,
                             (“Subcontractor”), has, under an agreement with Diamond
LNG, LLC or Zachry Construction Corporation, or both (“Tank Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2
Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Upon receipt of
the sum of U.S.$                    , Subcontractor waives, relinquishes, remits and releases any and all privileges and liens or
claims of privileges or liens against the Phase 2 Tanks and the Property, and all claims, demands, actions, causes of action or other rights at law, in contract, quantum meruit, unjust enrichment, tort, equity or otherwise against Cheniere Energy,
Inc. or Sabine Pass LNG, L.P. (collectively “Owner”) or Tank Contractor, which Subcontractor has, may have had or may have in the future arising out of the agreement between Subcontractor and Contractor or the Phase 2 Tanks, whether or not
known to Subcontractor at the time of the execution of this Subcontractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations
that survive the termination or expiration of the agreement between Subcontractor and Tank Contractor, including warranties and correction of defective work, Subcontractor represents that all of its obligations, legal, equitable, or otherwise,
relating to or arising out of the agreement between Tank Contractor and Subcontractor, the Phase 2 Tanks or sub-subcontracts have been fully satisfied. 
 This Subcontractor’s Final Conditional Lien and Claim Waiver is freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Final
Conditional Lien and Claim Waiver, that it is fully informed with respect to the legal effect of this Subcontractor’s Final Conditional Lien and Claim Waiver, and that it has voluntarily chosen to accept the terms and conditions of this
Subcontractor’s Final Conditional Lien and Claim Waiver in return for the payment recited above. Subcontractor understands, agrees and acknowledges that, upon payment, this document waives rights and is fully enforceable to extinguish all
claims of Subcontractor as of the date of execution of this document by Subcontractor. 
 This Subcontractor’s Final Conditional Lien and Claim Waiver
has been executed by its duly authorized representative. 
 FOR SUBCONTRACTOR: 
 Applicable to Invoice No(s). ALL (If all, print “all”) 
  

			
	Signed:	 	  

	By:	 	  

	Title:	 	  

	Date:	 	  

  

 8 

 FORM B-10-8 
 SUBCONTRACTOR’S FINAL UNCONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Major
Subcontractors and Major Sub-subcontractor as a condition of them receiving final payment) 
 STATE OF
                                        

 COUNTY/PARISH OF                     

 The undersigned,
                             (“Subcontractor”), has, under an agreement with Diamond
LNG, LLC or Zachry Construction Corporation, or both (“Tank Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the Sabine Pass LNG Terminal (Phase 2) LNG Tanks (the “Phase 2
Tanks”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ___________________________________________________________________________________________________________ 
 _______________________________________________________________________________________  (the “Property”). 
 Subcontractor has
been paid in full for all work, materials, equipment, services and/or labor furnished by or on behalf of Subcontractor to or on account of Tank Contractor for the Phase 2 Tanks, and Subcontractor hereby waives waives, relinquishes, remits and
releases any and all privileges and liens or claims of privileges or liens against the Phase 2 Tanks and the Property, and all claims, demands, actions, causes of action or other rights at law, in contract, quantum meruit, unjust enrichment, tort,
equity or otherwise against Cheniere Energy, Inc. or Sabine Pass LNG, L.P. (collectively “Owner”) or Tank Contractor, which Subcontractor has, may have had or may have in the future arising out of the agreement between Subcontractor and
Tank Contractor or the Phase 2 Tanks, whether or not known to Subcontractor at the time of the execution of this Subcontractor’s Final Unconditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or expiration of the agreement between Subcontractor and Tank Contractor, including warranties and correction of defective work, Subcontractor represents
that all of its obligations, legal, equitable, or otherwise, relating to or arising out of the agreement between Tank Contractor and Subcontractor, the Phase 2 Tanks or sub-subcontracts have been fully satisfied, including, but not limited to
payment to sub-subcontractors and employees of Subcontractor and payment of taxes. 
 This Subcontractor’s Final Unconditional Lien and Claim Waiver is
freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Final Unconditional Lien and Claim Waiver, and that it is fully informed with respect to the
legal effect of this Subcontractor’s Final Unconditional Lien and Claim Waiver. Subcontractor understands, agrees and acknowledges that, upon execution of this document, this document waives rights unconditionally and is fully enforceable to
extinguish all claims of Subcontractor as of the date of execution of this document by Subcontractor. 
 This Subcontractor’s Final Unconditional Lien
and Claim Waiver has been executed by its duly authorized representative. 
 FOR SUBCONTRACTOR: 
 Applicable to Invoice No(s). ALL 
  

			
	Signed:	 	  

	By:	 	  

	Title:	 	  

	Date:	 	  

  

 9 

 Execution Version 
 APPENDIX B-15 
 FORM OF LETTER OF CREDIT 
 [to be issued on letterhead of Issuing Bank] 
 IRREVOCABLE STANDBY LETTER OF CREDIT NO.              
 DATE: [                    ] 
 AMOUNT OF:
U.S.$ [            ] 
  

			
	BENEFICIARY:	  	APPLICANT AND ACCOUNT PARTY:
		
	SABINE PASS LNG, L.P.	  	[                                      
  ]
	717 TEXAS AVENUE	  	[                                      
  ]
	SUITE 3100	  	[                                      
  ]
	HOUSTON, TEXAS 77002	  	[            ,         
        ]
	FACSIMILE: (713) 659-5459	  	FACSIMILE:
[                              ]
	ATTN:
[                                       
 ]	  	ATTN:
[                                       
 ]

 WE HEREBY ISSUE OUR IRREVOCABLE STANDBY LETTER OF CREDIT NO.
             (THIS “LETTER OF CREDIT”) IN FAVOR OF SABINE PASS LNG, L.P., AS BENEFICIARY, FOR AN INITIAL AMOUNT OF
[            ] U.S. DOLLARS ($[            ]) (THE “STATED AMOUNT”) AT THE
REQUEST AND FOR THE ACCOUNT OF [                            ], AS APPLICANT. 
 WE ARE INFORMED THAT THIS LETTER OF CREDIT IS ISSUED ON BEHALF OF THE APPLICANT TO SUPPORT [APPLICANT’S] OBLIGATIONS UNDER THAT CERTAIN LUMP SUM
SABINE PASS LNG PROJECT (PHASE 2) ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT, DATED AS OF
[                            ], 2006, BY AND BETWEEN [APPLICANT] AND
BENEFICIARY (AS AMENDED, RESTATED, SUPPLEMENTED OR OTHERWISE MODIFIED FROM TIME TO TIME, THE “AGREEMENT”). 
 FUNDS UNDER THIS LETTER
OF CREDIT ARE AVAILABLE BY PAYMENT AGAINST THE PRESENTATION OF YOUR DRAFT(S) DRAWN ON [INSERT ISSUING BANK’S NAME AND ADDRESS] (THE “ISSUING BANK”) IN THE FORM OF ANNEX I ATTACHED HERETO AND ACCOMPANIED BY
A DRAWING CERTIFICATE DULY SIGNED IN THE FORM OF ANNEX II OR ANNEX V ATTACHED HERETO APPROPRIATELY COMPLETED. 
 PARTIAL DRAWINGS ARE
PERMITTED. ALL BANKING CHARGES UNDER THIS LETTER OF CREDIT ARE FOR ACCOUNT OF THE APPLICANT. 
 THIS LETTER OF CREDIT IS TRANSFERABLE IN ITS ENTIRETY AND NOT
IN PART, UPON NOTICE BY BENEFICIARY TO ISSUER HEREUNDER, IN THE FORM OF ANNEX III ATTACHED HERETO APPROPRIATELY COMPLETED; PROVIDED, HOWEVER, THAT THIS LETTER OF CREDIT MAY NOT BE TRANSFERRED TO ANY PERSON IF SUCH TRANSFER TO, OR DRAWING
UNDER THIS LETTER OF CREDIT BY, SUCH PERSON WOULD BE PROHIBITED OR BLOCKED UNDER ANY U.S. EXECUTIVE ORDER, LAW OR ANY RULE OR REGULATION OF THE OFFICE OF FOREIGN ASSETS CONTROL OF THE U.S. TREASURY DEPARTMENT OR THE U.S. COMMERCE DEPARTMENT, AND ANY
ATTEMPTED TRANSFER WHICH VIOLATES THIS PROVISION SHALL BE NULL AND VOID. 
 THE STATED AMOUNT SHALL BE AUTOMATICALLY AND PERMANENTLY REDUCED BY THE AMOUNT OF
ANY DRAWING HONORED BY US UNDER THIS LETTER OF CREDIT [INSERT ENTIRE LETTER OF CREDIT REFERENCE, ALL NUMBERS AND LETTERS]. 
 Tank Contract

 Appendix B-15 
  

 1 

 ALL DEMANDS FOR PAYMENT SHALL BE PRESENTED TO THE ISSUING BANK LOCATED AT [INSERT ISSUING BANK’S NAME AND
ADDRESS], DURING ITS BUSINESS HOURS ON ANY BUSINESS DAY. 
 THIS LETTER OF CREDIT SHALL EXPIRE ON
[                    ,] 200[  ] BUT SUCH EXPIRATION DATE SHALL BE AUTOMATICALLY EXTENDED FOR A PERIOD OF ONE YEAR ON
[                    ], 200[  ], AND ON EACH SUCCESSIVE EXPIRATION DATE THEREAFTER, UNLESS (A) AT LEAST 120 CALENDAR
DAYS BEFORE THE THEN CURRENT EXPIRATION DATE WE NOTIFY THE BENEFICIARY, BY CERTIFIED MAIL OR OVERNIGHT COURIER, AT ITS ADDRESS SET FORTH ABOVE, THAT WE HAVE DECIDED NOT TO EXTEND THIS LETTER OF CREDIT BEYOND THE THEN CURRENT EXPIRATION DATE, OR
(B) BEFORE THE THEN CURRENT EXPIRATION DATE, BENEFICIARY PROVIDES WRITTEN NOTICE TO US IN THE FORM OF ANNEX IV. IN THE EVENT BENEFICIARY IS SO NOTIFIED BY US PURSUANT TO CLAUSE (A) OF THE IMMEDIATELY PRECEDING SENTENCE, ANY UNUSED
PORTION OF THIS LETTER OF CREDIT SHALL BE IMMEDIATELY AVAILABLE FOR PAYMENT TO BENEFICIARY UPON BENEFICIARY’S PRESENTMENT OF DRAFTS DRAWN AT SIGHT IN THE FORM OF ANNEX I AND ANNEX V ATTACHED HERETO APPROPRIATELY COMPLETED NO
EARLIER THAN THIRTY (30) CALENDAR DAYS PRIOR TO THE THEN CURRENT EXPIRATION DATE. 
 IF WE RECEIVE YOUR DRAFT AND DRAWING CERTIFICATE IN FULL COMPLIANCE
WITH THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT ON A BUSINESS DAY ON OR PRIOR TO THE EXPIRATION DATE, WE WILL HONOR YOUR DEMAND FOR PAYMENT ON THE NEXT FOLLOWING BUSINESS DAY. “BUSINESS DAY” MEANS ANY DAY OTHER THAN A
SATURDAY, A SUNDAY OR ANY OTHER DAY COMMERCIAL BANKS IN THE STATE OF CALIFORNIA ARE AUTHORIZED OR REQUIRED TO BE CLOSED, AND A DAY ON WHICH PAYMENTS CAN BE EFFECTED ON THE FEDWIRE SYSTEM. 
 IF A DEMAND FOR PAYMENT MADE BY BENEFICIARY HEREUNDER DOES NOT, IN ANY INSTANCE, CONFORM TO THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT, THE ISSUER SHALL GIVE
BENEFICIARY PROMPT NOTICE THAT THE DEMAND FOR PAYMENT WAS NOT EFFECTED IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT, STATING THE REASONS THEREFORE AND THAT THE ISSUER WILL HOLD ANY DOCUMENTS AT BENEFICIARY’S DISPOSAL OR
UPON BENEFICIARY’S INSTRUCTIONS RETURN THE SAME TO BENEFICIARY. UPON BEING NOTIFIED THAT THE DEMAND FOR PAYMENT WAS NOT EFFECTED IN CONFORMITY WITH THIS LETTER OF CREDIT, BENEFICIARY MAY ATTEMPT TO CORRECT ANY SUCH NON-CONFORMING DEMAND FOR
PAYMENT TO THE EXTENT IN WHICH BENEFICIARY IS ABLE TO DO SO WITHIN THE CURRENT EXPIRATION DATE. 
 EXCEPT AS OTHERWISE EXPRESSLY STATED HEREIN, THIS LETTER
OF CREDIT IS ISSUED SUBJECT TO THE INTERNATIONAL STANDY PRACTICES (“ISP98”), INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 590, AND AS TO ANY MATTERS NOT SPECIFICALLY COVERED THEREBY, THIS LETTER OF CREDIT SHALL BE GOVERNED BY THE LAWS
OF TEXAS. 
 THIS LETTER OF CREDIT SETS FORTH IN FULL THE TERMS OF OUR UNDERTAKING AND SUCH UNDERTAKING SHALL NOT IN ANY WAY BE MODIFIED OR AMPLIFIED BY
REFERENCE TO ANY DOCUMENT, INSTRUMENT, OR AGREEMENT REFERRED TO HEREIN OTHER THAN THE ISP98. 
 [SIGNATURE PAGE TO FOLLOW]

  

 2 

			
	[NAME OF ISSUING U.S. BANK]
		
	BY:	 	  

	NAME:	 	  

	TITLE:	 	  

  

 3 

 ANNEX I 
 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER              
 DRAFT 
                     , 20     
 PAY TO ORDER OF OURSELVES
                                        
AND             /100 U.S. DOLLARS (U.S.$                    ). THIS DRAFT
IS PRESENTED UNDER IRREVOCABLE STANDBY LETTER OF CREDIT NO.              DATED
                    , ISSUED FOR THE ACCOUNT OF [            fill in
Applicant Name here            ]. 
  

	TO:	[ISSUING BANK NAME] 

	 	[ISSUING BANK ADDRESS] 

  

			
	SABINE PASS LNG, L.P.
		
	By:	 	  

	Name:	 	  

	Title:	 	  

  

 4 

 ANNEX II 
 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER              
 DRAWING CERTIFICATE 
  

	TO:	[ISSUING BANK NAME] 

	 	[ISSUING BANK ADDRESS] 

  

	RE:	IRREVOCABLE STANDBY LETTER OF CREDIT NO.              

 GENTLEMEN: 
 REFERENCE IS MADE TO THAT
CERTAIN IRREVOCABLE STANDBY LETTER OF CREDIT NO.              (THE “LETTER OF CREDIT”) ISSUED BY YOU IN FAVOR OF SABINE PASS LNG, L.P.
(“BENEFICIARY”). 
 IN ACCORDANCE WITH THAT CERTAIN LUMP SUM SABINE PASS LNG PROJECT (PHASE 2) ENGINEER, PROCURE AND CONSTRUCT (EPC)
LNG TANK CONTRACT, DATED AS OF [                    ], 2006, BY AND BETWEEN BENEFICIARY AND
[                                       
  (“APPLICANT”)] (AS AMENDED, RESTATED, SUPPLEMENTED OR OTHERWISE MODIFIED FROM TIME TO TIME, THE “AGREEMENT”), THE UNDERSIGNED, AN AUTHORIZED OFFICER OF BENEFICIARY, DOES HEREBY
CERTIFY THAT: 
  

	1.	CHECK APPLICABLE PROVISION: 

  

	 	            	[APPLICANT] OWES BENEFICIARY LIQUIDATED DAMAGES IN ACCORDANCE WITH THE AGREEMENT, OR 

  

	 	            	[APPLICANT] OWES BENEFICIARY ANY OTHER LIABILITIES, DAMAGES, LOSSES, COSTS OR EXPENSES ARISING OUT OF OR RELATING TO A BREACH OF ANY OBLIGATION UNDER THE AGREEMENT OR
A DEFAULT, AND [APPLICANT] HAS FAILED TO PAY SAME TO BENEFICIARY WITHIN TEN (10) DAYS FOLLOWING WRITTEN DEMAND FOR PAYMENT BY BENEFICIARY; AND 

  

	2.	BENEFICIARY IS ENTITLED TO PAYMENT OF U.S.$[            ]. 

 YOU ARE REQUESTED TO REMIT PAYMENT OF THIS DRAWING IN IMMEDIATELY AVAILABLE FUNDS BY WIRE TRANSFER TO THE FOLLOWING ACCOUNT: 
 [ACCOUNT INFORMATION] 
 IN WITNESS WHEREOF, THE
UNDERSIGNED HAS EXECUTED AND DELIVERED THIS CERTIFICATE AS OF THIS          DAY OF
                    , 20    . 
  

			
	SABINE PASS LNG, L.P.
		
	By:	 	  

	Name:	 	  

	Title:	 	  

  

 5 

 ANNEX III 
 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER              
 FORM OF TRANSFER NOTICE 
 DATE:
                     
  

	TO:	[ISSUING BANK] 

	 	[ISSUING BANK ADDRESS] 

  

	RE:	IRREVOCABLE STANDBY LETTER OF CREDIT NO.              

 GENTLEMEN: 
 FOR VALUE
RECEIVED, THE UNDERSIGNED BENEFICIARY HEREBY IRREVOCABLY TRANSFERS TO: 
  

	
	  

	NAME OF TRANSFEREE
	  
  

	ADDRESS

 ALL RIGHTS OF THE UNDERSIGNED BENEFICIARY TO DRAW UNDER THE ABOVE LETTER OF CREDIT IN ITS ENTIRETY. 
 BY THIS TRANSFER, ALL RIGHTS OF THE UNDERSIGNED BENEFICIARY IN SUCH LETTER OF CREDIT ARE TRANSFERRED TO THE TRANSFEREE AND THE TRANSFEREE SHALL HAVE THE
SOLE RIGHTS AS BENEFICIARY THEREOF, INCLUDING SOLE RIGHTS RELATING TO ANY AMENDMENTS WHETHER INCREASES OR EXTENSIONS OR OTHER AMENDMENTS AND WHETHER NOW EXISTING OR HEREAFTER MADE. ALL AMENDMENTS ARE TO BE ADVISED TO DIRECT TO THE TRANSFEREE WITHOUT
NECESSITY OF ANY CONSENT OF OR NOTICE TO THE UNDERSIGNED BENEFICIARY. 
 THE ORIGINAL OF SUCH LETTER OF CREDIT IS RETURNED HEREWITH, AND WE
ASK YOU TO ENDORSE THE TRANSFER ON THE REVERSE HEREOF, AND FORWARD IT DIRECT TO THE TRANSFEREE WITH YOUR CUSTOMARY NOTICE OF TRANSFER. 
 ENCLOSED IS REMITTANCE OF U.S.$[            ] VIA CERTIFIED CHECK IN PAYMENT OF YOUR TRANSFER COMMISSION AND IN ADDITION THERETO WE AGREE TO PAY TO YOU ON DEMAND ANY
EXPENSES WHICH MAY BE INCURRED BY YOU IN CONNECTION WITH THIS TRANSFER. 
  

 6 

			
	The signature and title at the right conform with those shown in our files as authorized to sign for the beneficiary. Policies governing signature authorization as required for withdrawals from
customer accounts shall also be applied to the authorization of signatures on this form. The authorization of the Beneficiary’s signature and title on this form also acts to certify that the authorizing financial institution (i) is regulated by
a U.S. federal banking agency; (ii) has implemented anti-money laundering policies and procedures that comply with applicable requirements of law, including a Customer Identification Program (CIP) in accordance with Section 326 of the USA
PATRIOT Act; (iii) has approved the Beneficiary under its anti-money laundering compliance program; and (iv) acknowledges that Bank of America, N.A. is relying on the foregoing certifications pursuant to 31 C.F.R. Section 103.121
(b)(6).”	  	  
 NAME OF TRANSFEROR
  
 NAME OF AUTHORIZED SIGNER AND TITLE
  
  
 AUTHORIZED SIGNATURE

	  
	  
	 NAME OF BANK
	  
	  
	  
	 AUTHORIZED SIGNATURE AND TITLE
	  	
	  
  
	  	
	 PHONE NUMBER
	  	

  

					
		 	 (a)    FOR BANK USE ONLY
	 	
			
		 	Confirmation of Authenticating Bank’s signature performed by:	 	
		 	  
	 	
			
		 	Date:                      Time:
             a.m./p.m.	 	
			
		 	Addl Info.:
                                       
 	 	

  

 7 

 ANNEX IV 
 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER              
 FORM OF NOTICE OF ISSUANCE OF FINAL ACCEPTANCE CERTIFICATE 
 OR EXPIRATION OF TERM OF AGREEMENT 
 DATE:                      
  

	TO:	[ISSUING BANK NAME] 

	 	[ISSUING BANK ADDRESS] 

  

	RE:	IRREVOCABLE STANDBY LETTER OF CREDIT NO.              

 GENTLEMEN: 
 REFERENCE IS MADE TO THAT
CERTAIN IRREVOCABLE STANDBY LETTER OF CREDIT NO.              (THE “LETTER OF CREDIT”) ISSUED BY YOU IN FAVOR OF SABINE PASS LNG, L.P.
(“BENEFICIARY”). 
 IN ACCORDANCE WITH THE TERMS OF LETTER OF CREDIT, BENEFICIARY HEREBY NOTIFIES YOU OF (A) THAT BENEFICIARY
HAS ISSUED A “FINAL ACCEPTANCE CERTIFICATE” TO APPLICANT OR (B) THE EXPIRATION OF THE TERM OF THE LUMP SUM SABINE PASS LNG PROJECT (PHASE 2) ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT, DATED AS OF
[                    ], 2006 BY AND BETWEEN BENEFICIARY AND DIAMOND LNG LLC AND ZACHRY CONSTRUCTION CORPORATION, JOINTLY AND
SEVERALLY, (AS AMENDED, RESTATED, SUPPLEMENTED OR OTHERWISE MODIFIED FROM TIME TO TIME). 
 THE UNDERSIGNED HEREBY REQUESTS TERMINATION OF THIS LETTER OF
CREDIT AND CONFIRMATION TO APPLICANT OF SAID TERMINATION. 
 THE LETTER OF CREDIT SHALL EXPIRE ON
[                    ], 20[    ]. 
  

			
	SABINE PASS LNG, L.P.
		
	By:	 	  

	Name:	 	  

	Title:	 	  

  

 8 

 ANNEX V 
 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER              
 DRAWING CERTIFICATE 
                     , 20     

	TO:	[ISSUING BANK NAME] 

	 	[ISSUING BANK ADDRESS] 

  

	RE:	IRREVOCABLE STANDBY LETTER OF CREDIT NO.              

 GENTLEMEN: 
 REFERENCE IS MADE TO THAT
CERTAIN IRREVOCABLE STANDBY LETTER OF CREDIT NO.              (THE “LETTER OF CREDIT”) ISSUED BY YOU IN FAVOR OF SABINE PASS LNG, L.P.
(“BENEFICIARY”). 
 IN ACCORDANCE WITH THAT CERTAIN LUMP SUM SABINE PASS LNG PROJECT (PHASE 2) ENGINEER, PROCURE AND CONSTRUCT (EPC)
LNG TANK CONTRACT DATED AS OF [                    ], BY AND BETWEEN BENEFICIARY AND
[                                      
       (“APPLICANT”)] (AS AMENDED, RESTATED, SUPPLEMENTED OR OTHERWISE MODIFIED FROM TIME TO TIME, THE “AGREEMENT”), THE UNDERSIGNED, AN AUTHORIZED OFFICER OF
BENEFICIARY, DOES HEREBY CERTIFY THAT: 
 1. BENEFICIARY HAS BEEN NOTIFIED THAT YOU HAVE DECIDED NOT TO EXTEND THE LETTER OF CREDIT BEYOND THE CURRENT
EXPIRATION DATE; 
 2. [APPLICANT] HAS NOT DELIVERED TO BENEFICIARY A REPLACEMENT LETTER OF CREDIT SUBSTANTIALLY IDENTICAL TO THE LETTER OF
CREDIT (I.E., IRREVOCABLE STANDBY LETTER OF CREDIT NO.             ) FROM A COMMERCIAL BANK IN THE UNITED STATES OF AMERICA RATED AT LEAST A- BY STANDARD & POOR’S AND
AT LEAST A3 BY MOODY’S INVESTORS SERVICES, AND THIRTY (30) OR LESS CALENDAR DAYS REMAIN BEFORE THE EXPIRATION OF THE CURRENT EXPIRATION DATE; AND 
 3. BENEFICIARY IS ENTITLED TO PAYMENT OF U.S.$[            ]. 
 YOU ARE
REQUESTED TO REMIT PAYMENT OF THIS DRAWING IN IMMEDIATELY AVAILABLE FUNDS BY WIRE TRANSFER TO THE FOLLOWING ACCOUNT: 
 [ACCOUNT
INFORMATION] 
 IN WITNESS WHEREOF, THE UNDERSIGNED HAS EXECUTED AND DELIVERED THIS CERTIFICATE AS OF THIS
         DAY OF                     , 20    . 
  

			
	SABINE PASS LNG, L.P.
		
	By:	 	  

	Name:	 	  

	Title:	 	  

  

 9 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 EXHIBIT “C”

 ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG TANK CONTRACT 
 QUANTITIES, PRICING AND DATA 
 TABLE OF CONTENTS 
  

					
	1.0	  	TANK CONTRACT PRICE	  	2
			
	2.0	  	ADJUSTMENT FOR 9% NICKEL STEEL MATERIALS	  	2
			
	3.0	  	ADJUSTMENT FOR WAGES	  	2
		
	APPENDICES	  	
			
	C-1	  	9% NICKEL STEEL MATERIALS ADJUSTMENT	  	3
			
	C-2	  	PRELIMINARY PAYMENT FLOW (DIAMOND)	  	4
			
	C-3	  	PRELIMINARY PAYMENT FLOW (ZACHRY)	  	5

 Exhibit C 
 Tank Contract 

	1.0	TANK CONTRACT PRICE 

  

	 	1.1	The Tank Contract Price is ONE HUNDRED THIRTY NINE MILLION EIGHTY SIX THOUSAND TWO HUNDRED NINETY THREE and NO CENTS ($139,086,293). 

  

	 	1.2	The Tank Contract Price is subject to adjustment only by a Change Order issued in accordance with GC-32 and includes all Taxes payable by Tank Contractor and its Subcontractors and
Subsubcontractors in connection with the Work, the Louisiana Sales and Use Tax Allowance, the Labor Compensation Allowance, an allowance for Permits as set forth in GC-8, and costs, charges and expenses of whatever nature necessary for performance
of the Work. 

  

	 	1.3	Set forth in Appendices C-2 and C-3 are preliminary payment flow charts (cash curves) for Tank Contractor. 

  

	2.0	ADJUSTMENT FOR 9% NICKEL STEEL MATERIALS 

  

	 	2.1	The Tank Contract Price shall be subject to an [upward or downward] adjustment by Change Order for changes in commodity pricing of 9% nickel steel as set forth in Appendix C-1.

  

	3.0	ADJUSTMENT FOR WAGES 

  

	 	3.1	The Tank Contract Price shall be subject to an upward adjustment for changes in Field Labor Rates and Compensation in accordance with SC-45. 

  

 Page 2 of 5 

 APPENDIX C-1 
 9% NICKEL STEEL MATERIALS ADJUSTMENT 
 The Tank Contract Price shall be subject to an [upward or downward] adjustment by
Change Order for changes in commodity pricing of 9% nickel steel as follows: 
 1.0 The date for determining the adjustment for 9% nickel steel shall be the
“Exercise Date”, which is the day that PURCHASER gives TANK CONTRACTOR written notice that PURCHASER wants to set the date for determining the 9% nickel steel adjustment. 
 The Exercise Date shall be no later than September 30, 2006. 
 2.0 Adjustment for 9% Nickel Steel Material (“9Ni
adj”): 
 9 Ni adj = [3,130 ton x 0.09 x (N1-21,000)] x 1.014 
 Where: 
 “N1” is
the 3-month bid price of nickel (in U.S.$/metric ton), as published in the Wall Street Journal on the day of the Exercise Date. 
 “21,000” is the 3-month bid price of nickel (in U.S.$/metric ton), as published in the Wall Street Journal on June 8, 2006. 
 “1.014” is based on TANK CONTRACTOR’S procurement management charge for the 9% nickel. 
  

 Page 3 of 5 

 APPENDIX C-2 
 Preliminary Payment Flow Diamond Only 
  

																						
	 Month
	  	 Incremental
 Gross
 Percentage
	 	 	Incremental
Gross Payment	  	 Cumulative
 Gross
 Percentage
	 	 	 Cumulative
 Gross Payment
	  	Retainage	  	Incremental Net
Payment	  	 Cumulative Net
 Payment

	 Apr-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 May-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Jun-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Jul-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Aug-06
	  	5.00	%	 	$	2,733,993	  	5.00	%	 	$	2,733,993	  	$	136,700	  	$	2,597,293	  	$	2,597,293
	 Sep-06
	  	8.40	%	 	$	4,591,127	  	13.40	%	 	$	7,325,119	  	$	229,556	  	$	4,361,570	  	$	6,958,863
	 Oct-06
	  	0.80	%	 	$	440,166	  	14.20	%	 	$	7,765,286	  	$	22,008	  	$	418,158	  	$	7,377,022
	 Nov-06
	  	0.67	%	 	$	367,589	  	14.87	%	 	$	8,132,875	  	$	18,379	  	$	349,210	  	$	7,726,231
	 Dec-06
	  	1.31	%	 	$	714,179	  	16.18	%	 	$	8,847,054	  	$	35,709	  	$	678,470	  	$	8,404,702
	 Jan-07
	  	1.10	%	 	$	601,862	  	17.28	%	 	$	9,448,916	  	$	30,093	  	$	571,768	  	$	8,976,470
	 Feb-07
	  	3.38	%	 	$	1,848,538	  	20.66	%	 	$	11,297,453	  	$	92,427	  	$	1,756,111	  	$	10,732,581
	 Mar-07
	  	4.79	%	 	$	2,620,868	  	25.45	%	 	$	13,918,321	  	$	131,043	  	$	2,489,824	  	$	13,222,405
	 Apr-07
	  	4.36	%	 	$	2,383,642	  	29.81	%	 	$	16,301,963	  	$	119,182	  	$	2,264,459	  	$	15,486,864
	 May-07
	  	3.99	%	 	$	2,180,299	  	33.80	%	 	$	18,482,261	  	$	109,015	  	$	2,071,284	  	$	17,558,148
	 Jun-07
	  	2.39	%	 	$	1,306,672	  	36.19	%	 	$	19,788,933	  	$	65,334	  	$	1,241,338	  	$	18,799,486
	 Jul-07
	  	2.57	%	 	$	1,404,921	  	38.76	%	 	$	21,193,854	  	$	70,246	  	$	1,334,675	  	$	20,134,162
	 Aug-07
	  	3.97	%	 	$	2,169,327	  	42.73	%	 	$	23,363,181	  	$	108,466	  	$	2,060,860	  	$	22,195,022
	 Sep-07
	  	2.97	%	 	$	1,622,903	  	45.70	%	 	$	24,986,084	  	$	81,145	  	$	1,541,758	  	$	23,736,780
	 Oct-07
	  	5.57	%	 	$	3,046,375	  	51.27	%	 	$	28,032,460	  	$	152,319	  	$	2,894,057	  	$	26,630,837
	 Nov-07
	  	5.85	%	 	$	3,198,635	  	57.12	%	 	$	31,231,095	  	$	159,932	  	$	3,038,704	  	$	29,669,540
	 Dec-07
	  	5.84	%	 	$	3,193,475	  	62.96	%	 	$	34,424,570	  	$	159,674	  	$	3,033,801	  	$	32,703,341
	 Jan-08
	  	7.32	%	 	$	4,004,572	  	70.28	%	 	$	38,429,142	  	$	200,229	  	$	3,804,343	  	$	36,507,685
	 Feb-08
	  	8.15	%	 	$	4,456,790	  	78.43	%	 	$	42,885,932	  	$	222,840	  	$	4,233,951	  	$	40,741,635
	 Mar-08
	  	5.00	%	 	$	2,731,750	  	83.43	%	 	$	45,617,682	  	$	136,588	  	$	2,595,163	  	$	43,336,798
	 Apr-08
	  	1.84	%	 	$	1,005,253	  	85.27	%	 	$	46,622,935	  	$	50,263	  	$	954,990	  	$	44,291,788
	 May-08
	  	2.05	%	 	$	1,118,832	  	87.31	%	 	$	47,741,767	  	$	55,942	  	$	1,062,890	  	$	45,354,678
	 Jun-08
	  	1.33	%	 	$	727,413	  	88.64	%	 	$	48,469,180	  	$	36,371	  	$	691,043	  	$	46,045,721
	 Jul-08
	  	0.64	%	 	$	348,835	  	89.28	%	 	$	48,818,015	  	$	17,442	  	$	331,393	  	$	46,377,114
	 Aug-08
	  	0.82	%	 	$	446,302	  	90.10	%	 	$	49,264,317	  	$	22,315	  	$	423,987	  	$	46,801,102
	 Sep-08
	  	1.97	%	 	$	1,079,226	  	92.07	%	 	$	50,343,543	  	$	53,961	  	$	1,025,264	  	$	47,826,366
	 Oct-08
	  	1.74	%	 	$	952,047	  	93.81	%	 	$	51,295,590	  	$	47,602	  	$	904,445	  	$	48,730,811
	 Nov-08
	  	1.26	%	 	$	689,615	  	95.07	%	 	$	51,985,205	  	$	34,481	  	$	655,134	  	$	49,385,945
	 Dec-08
	  	1.01	%	 	$	552,084	  	96.08	%	 	$	52,537,289	  	$	27,604	  	$	524,480	  	$	49,910,425
	 Jan-09
	  	1.00	%	 	$	547,647	  	97.08	%	 	$	53,084,936	  	$	27,382	  	$	520,265	  	$	50,430,690
	 Feb-09
	  	0.99	%	 	$	542,434	  	98.08	%	 	$	53,627,370	  	$	27,122	  	$	515,312	  	$	50,946,002
	 Mar-09
	  	0.98	%	 	$	537,176	  	99.06	%	 	$	54,164,546	  	$	26,859	  	$	510,317	  	$	51,456,318
	 Apr-09
	  	0.94	%	 	$	515,297	  	100.00	%	 	$	54,679,844	  	$	25,765	  	$	489,533	  	$	51,945,852
	 May-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	54,679,844	  	$	—  	  	$	—  	  	$	54,679,844
	 Jun-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	54,679,844	  	$	—  	  	$	—  	  	$	54,679,844
	 Jul-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	54,679,844	  	$	—  	  	$	2,733,992	  	$	54,679,844
	 Aug-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	54,679,844	  	$	—  	  	$	—  	  	$	54,679,844
	 Sep-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	54,679,844	  	$	—  	  	$	—  	  	$	54,679,844
		  			 	 	 	  			 			  	 	 	  			  	 	 
		  			 	$	54,679,844	  			 			  	$	2,733,992	  			  	$	54,679,844
		  			 	 	 	  			 			  	 	 	  			  	 	 
		  			 			  			 			  	 	Total Retainage	  			  		

  

 Page 4 of 5 

 APPENDIX C-3 
 Preliminary Payment Flow Zachry Only 
  

																						
	 Month
	  	 Incremental
 Gross
 Percentage
	 	 	 Incremental
 Gross Payment
	  	 Cumulative
 Gross
 Percentage
	 	 	 Cumulative
 Gross Payment
	  	Retainage	  	 Incremental Net
 Payment
	  	 Cumulative Net
 Payment

	 Apr-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 May-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Jun-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Jul-06
	  	0.00	%	 	$	—  	  	0.00	%	 	$	—  	  	$	—  	  	$	—  	  	$	—  
	 Aug-06
	  	5.00	%	 	$	3,970,322	  	5.00	%	 	$	3,970,322	  	$	198,516	  	$	3,771,806	  	$	3,771,806
	 Sep-06
	  	1.17	%	 	$	931,853	  	6.17	%	 	$	4,902,175	  	$	46,593	  	$	885,260	  	$	4,657,066
	 Oct-06
	  	1.08	%	 	$	859,758	  	7.26	%	 	$	5,761,933	  	$	42,988	  	$	816,770	  	$	5,473,836
	 Nov-06
	  	2.91	%	 	$	2,308,615	  	10.16	%	 	$	8,070,547	  	$	115,431	  	$	2,193,184	  	$	7,667,020
	 Dec-06
	  	5.54	%	 	$	4,397,766	  	15.70	%	 	$	12,468,313	  	$	219,888	  	$	4,177,878	  	$	11,844,898
	 Jan-07
	  	4.53	%	 	$	3,595,408	  	20.23	%	 	$	16,063,722	  	$	179,770	  	$	3,415,638	  	$	15,260,536
	 Feb-07
	  	1.54	%	 	$	1,220,078	  	21.77	%	 	$	17,283,800	  	$	61,004	  	$	1,159,075	  	$	16,419,610
	 Mar-07
	  	2.40	%	 	$	1,909,540	  	24.17	%	 	$	19,193,340	  	$	95,477	  	$	1,814,063	  	$	18,233,673
	 Apr-07
	  	1.41	%	 	$	1,116,419	  	25.58	%	 	$	20,309,759	  	$	55,821	  	$	1,060,598	  	$	19,294,271
	 May-07
	  	1.63	%	 	$	1,297,874	  	27.21	%	 	$	21,607,634	  	$	64,894	  	$	1,232,981	  	$	20,527,252
	 Jun-07
	  	2.09	%	 	$	1,661,329	  	29.30	%	 	$	23,268,963	  	$	83,066	  	$	1,578,263	  	$	22,105,515
	 Jul-07
	  	2.47	%	 	$	1,958,555	  	31.77	%	 	$	25,227,518	  	$	97,928	  	$	1,860,627	  	$	23,966,142
	 Aug-07
	  	2.44	%	 	$	1,933,991	  	34.21	%	 	$	27,161,509	  	$	96,700	  	$	1,837,292	  	$	25,803,434
	 Sep-07
	  	3.88	%	 	$	3,079,066	  	38.08	%	 	$	30,240,575	  	$	153,953	  	$	2,925,113	  	$	28,728,547
	 Oct-07
	  	4.22	%	 	$	3,349,844	  	42.30	%	 	$	33,590,420	  	$	167,492	  	$	3,182,352	  	$	31,910,899
	 Nov-07
	  	4.78	%	 	$	3,791,665	  	47.08	%	 	$	37,382,085	  	$	189,583	  	$	3,602,082	  	$	35,512,981
	 Dec-07
	  	4.31	%	 	$	3,425,220	  	51.39	%	 	$	40,807,305	  	$	171,261	  	$	3,253,959	  	$	38,766,940
	 Jan-08
	  	3.24	%	 	$	2,568,830	  	54.63	%	 	$	43,376,134	  	$	128,441	  	$	2,440,388	  	$	41,207,328
	 Feb-08
	  	4.29	%	 	$	3,406,594	  	58.92	%	 	$	46,782,728	  	$	170,330	  	$	3,236,264	  	$	44,443,592
	 Mar-08
	  	4.73	%	 	$	3,757,245	  	63.65	%	 	$	50,539,973	  	$	187,862	  	$	3,569,383	  	$	48,012,975
	 Apr-08
	  	3.47	%	 	$	2,758,349	  	67.12	%	 	$	53,298,323	  	$	137,917	  	$	2,620,432	  	$	50,633,407
	 May-08
	  	4.77	%	 	$	3,783,970	  	71.89	%	 	$	57,082,293	  	$	189,198	  	$	3,594,771	  	$	54,228,178
	 Jun-08
	  	5.30	%	 	$	4,205,190	  	77.18	%	 	$	61,287,482	  	$	210,259	  	$	3,994,930	  	$	58,223,108
	 Jul-08
	  	4.29	%	 	$	3,404,891	  	81.47	%	 	$	64,692,373	  	$	170,245	  	$	3,234,646	  	$	61,457,754
	 Aug-08
	  	3.98	%	 	$	3,159,478	  	85.45	%	 	$	67,851,851	  	$	157,974	  	$	3,001,504	  	$	64,459,258
	 Sep-08
	  	2.29	%	 	$	1,817,790	  	87.74	%	 	$	69,669,640	  	$	90,889	  	$	1,726,900	  	$	66,186,158
	 Oct-08
	  	2.00	%	 	$	1,590,491	  	89.74	%	 	$	71,260,132	  	$	79,525	  	$	1,510,967	  	$	67,697,125
	 Nov-08
	  	1.63	%	 	$	1,290,837	  	91.37	%	 	$	72,550,969	  	$	64,542	  	$	1,226,296	  	$	68,923,421
	 Dec-08
	  	1.35	%	 	$	1,071,377	  	92.72	%	 	$	73,622,346	  	$	53,569	  	$	1,017,808	  	$	69,941,229
	 Jan-09
	  	1.98	%	 	$	1,573,386	  	94.70	%	 	$	75,195,732	  	$	78,669	  	$	1,494,716	  	$	71,435,945
	 Feb-09
	  	1.74	%	 	$	1,384,624	  	96.44	%	 	$	76,580,355	  	$	69,231	  	$	1,315,392	  	$	72,751,337
	 Mar-09
	  	1.53	%	 	$	1,213,092	  	97.97	%	 	$	77,793,447	  	$	60,655	  	$	1,152,437	  	$	73,903,775
	 Apr-09
	  	0.95	%	 	$	754,885	  	98.92	%	 	$	78,548,332	  	$	37,744	  	$	717,141	  	$	74,620,915
	 May-09
	  	0.67	%	 	$	531,549	  	99.59	%	 	$	79,079,881	  	$	26,577	  	$	504,971	  	$	75,125,887
	 Jun-09
	  	0.41	%	 	$	326,568	  	100.00	%	 	$	79,406,449	  	$	16,328	  	$	310,240	  	$	75,436,127
	 Jul-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	79,406,449	  	$	—  	  	$	3,970,322	  	$	79,406,449
	 Aug-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	79,406,449	  	$	—  	  	$	—  	  	$	79,406,449
	 Sep-09
	  	0.00	%	 	$	—  	  	100.00	%	 	$	79,406,449	  	$	—  	  	$	—  	  	$	79,406,449
		  			 	 	 	  			 			  	 	 	  			  	 	 
		  			 	$	79,406,449	  			 			  	$	3,970,322	  			  	$	79,406,449
		  			 	 	 	  			 			  	 	 	  			  	 	 
		  			 			  			 			  	 	Total Retainage	  			  		
	 WAGE RATE ALLOWANCE
	  
	 	$	5,000,000	  			 			  			  			  		
	 TOTAL CONTRACT PRICE
	  
	 	$	84,406,449	  			 			  			  			  		

  

 Page 5 of 5 

 EXHIBIT “D” 
 FOR 
 PHASE 2 LNG TANKS 
  

													
	003	  	7/17/06	  	K&S Revisions	  		  	
							
	002	  	10/28/05	  	REVISED AS NOTED	  	TW	  	GGG	  		  	
							
	001	  	06 May 05	  	REVISED WHERE NOTED, ISSUED FOR CONTRACT	  	GGG	  		  		  	
							
	000	  		  	ISSUED FOR SUBCONTRACT	  	GGG	  		  		  	
							
	NO	  	DATE	  	REASON FOR REVISION	  	BY	  	CK’D	  	APPR	  	APPR
					
		  		  	 EXHIBIT “D”
 FOR
 LNG TANKS
	  	JOB NO.	  	REV
							
		  		  	 SP LNG PHASE 2 EXPANSION TERMINAL
 PROJECT
	  		  		  		  	003

 LNG STORAGE TANKS 
 SABINE PASS LNG PROJECT PHASE 2, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK

 TABLE OF CONTENTS 
  

							
	1.0	  	DESCRIPTION OF WORK - GENERAL	  	1
			
	2.0	  	SCOPE OF WORK - ENGINEERING AND PROCUREMENT	  	1
		  	2.1	  	General	  	1
		  	2.2	  	Specifications, Drawings and Referenced Documents	  	2
		  	2.3	  	Tanks	  	2
		  	2.4	  	Other Equipment	  	3
		  	2.5	  	Civil and Structural	  	4
		  	2.6	  	Piping	  	4
		  	2.7	  	Instrumentation / Control Systems	  	5
		  	2.8	  	Electrical	  	7
		  	2.9	  	Options:	  	11
		  	2.10	  	Document / Data Requirements	  	11
			
	3.0	  	SCOPE OF WORK - CONSTRUCTION	  	13
		  	3.1	  	General	  	13
		  	3.2	  	Field Verification	  	14
		  	3.3	  	Site Preparation	  	14
		  	3.4	  	Tank	  	16
		  	3.5	  	Other Equipment	  	17
		  	3.6	  	Piping	  	18
		  	3.7	  	Structural Steel and Concrete	  	19
		  	3.8	  	Insulation	  	19
		  	3.9	  	Painting	  	20
		  	3.10	  	Instrumentation / Control Systems	  	20
		  	3.11	  	Electrical	  	20
		  	3.12	  	Warehousing / Onsite Storage	  	21
		  	3.13	  	Machinery Installation	  	21
		  	3.14	  	As-Built Drawings	  	21
			
	4.0	  	PRE-COMMISSIONING I PURGING	  	22
		  	4.1	  	Pre-commissioning	  	22
		  	4.2	  	Drying/Purging/Cooldown of LNG Tanks and Accessories (piping etc)	  	24
			
	5.0	  	WORK NOT INCLUDED	  	24
			
	6.0	  	ITEMS SUPPLIED BY THE PURCHASER AND LIMITATIONS THERETO	  	24
			
	7.0	  	ITEMS SUPPLIED BY TANK CONTRACTOR	  	25
		  	7.1	  	In the Home Office	  	25
		  	7.2	  		  	26
		  	7.3	  	Transportation & Delivery	  	26
		  	7.4	  	Return Cargo	  	26

							
		 	7.5	  	TANK CONTRACTOR’s Jobsite Office	  	26
		 	7.6	  	TANK CONTRACTOR’s Other Temporary Building/Facilities. including, as required	  	27
		 	7.7	  	Other Temporary Facilities / Services	  	27
		 	7.8	  	Vehicles	  	28
		 	7.9	  	Consumables	  	28
		 	7.10	  	Steam/Air/Nitrogen	  	29

 ATTACHMENTS 
  

			
	ATTACHMENT I	 	PROJECT SPECIFICATIONS
		
	ATTACHMENT II	 	DRAWING AND DATA REQUIREMENTS
		
	ATTACHMENT III	 	INSPECTION AND TESTING REQUIREMENTS

  

 ii 

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
  

	1.0	DESCRIPTION OF WORK - GENERAL 

 The intent of this
Exhibit “D” is to provide TANK CONTRACTOR with a general outline of its expected Scope of Work. TANK CONTRACTOR shall examine all the Tank Contract Documents including all drawings, specifications and other referenced documents to
determine the full extent of the Work. 
 The scope of work (herein called the “Scope of Work” or the “Work”) for this
Tank Contract generally includes all necessary engineering design, procurement of materials and equipment, fabrication, delivery, erection, installation, testing and pre-commissioning of two (or three if PURCHASER exercises Option 1) 160,000 cubic
meter net capacity (Cold), above ground, single containment, LNG storage tank(s) at the Phase 2 Facility, Sabine Pass, Louisiana. 
 TANK
CONTRACTOR shall maintain close communications and coordination with PURCHASER during all phases of engineering design, procurement and construction. 
  

	2.0	SCOPE OF WORK - ENGINEERING and PROCUREMENT 

  

	2.1	General 

 TANK CONTRACTOR shall perform all
the detailed engineering design and procurement of all necessary materials and equipment required to ensure that the LNG tanks will be safe, functional, fully operational and in compliance with API 620 (10th Edition, 2004 Addendum) and NFPA 59A
(2001) codes, Project Specifications, and GECP. Design and purchased components will include but not necessarily be limited to: tank foundation, single containment tanks, associated equipment and structures, piping, tank insulation,
instrumentation and electrical systems. 
 TANK CONTRACTOR’s Work, unless specified otherwise herein, shall extend to its “Battery
Limits” (also “B.L.”), defined as 20 feet beyond the outside perimeter of outer tank. 
 TANK CONTRACTOR shall prepare and
provide its procedure for Positive Material Identification for review by the PURCHASER. 

	2.2	Specifications, Drawings and Referenced Documents 

  

	2.2.1	All Work shall be performed in strict accordance with the Specifications listed in Attachment I to this Exhibit “D” and with the Drawings and Reference Documents
listed in Exhibit “E” of this Tank Contract, which by reference herein are made part of this Scope of Work. 

 The
latest edition of all applicable codes and standards shall be considered as part of the specified specifications, drawings and referenced documents. The latest edition shall mean edition, addenda, clarifications, etc., in force on the effective date
of this Tank Contract. In the event of conflict between documents, the more stringent shall govern. 
  

	2.3	Tanks 

 Two (2) (or three (3), if
PURCHASER exercises Option 1) 160,000m3 each net capacity tanks shall be designed and furnished by TANK CONTRACTOR
for the Phase 2 Facility at Sabine Pass, Louisiana. The tanks shall be designed as single containment tanks, and shall include the following main components: 
  

	 	•	 	A 9% Nickel (Ni) steel, open top, inner tank. 

  

	 	•	 	A carbon steel outer tank. 

  

	 	•	 	A carbon steel domed roof. 

  

	 	•	 	An interior aluminum suspended deck. 

  

	 	•	 	An insulation system for the tank and internal piping. 

  

	 	•	 	An elevated slab foundation (as detailed in sections below). 

  

	 	•	 	Access stairways, walkways and platforming, including perimeter and diagonal walkways, complete with handrails and galvanized steel grating. All nozzles, valves, instruments and
other appurtenances shall be accessible from walkways and platforms. 

  

	 	•	 	Structural steel tower for support of piping from tank top sides to the pipe rack at grade. 

 The tank shall include the following accessories: 
  

	 	•	 	Name plates. 

  

	 	•	 	Manholes/Nozzles and internal piping including four (4) 36” diameter pump columns, stilling wells, cooldown spray ring & nozzles, etc. The location of tank
nozzles and accessories shall be reviewed and approved by PURCHASER during detailed engineering. 

  

 2 

	 	•	 	Purge and venting system for insulation spaces. 

  

	 	•	 	Stairway access from roof platform to grade. 

  

	 	•	 	Caged escape ladder from tank roof to grade. 

  

	 	•	 	Top Sides Platforms, stairways, and ladders. 

  

	 	•	 	Lighting, including emergency egress lighting. 

  

	 	•	 	A spill protection system (trough) to protect the roof against LNG spills. 

  

	 	•	 	Three (3) dual 300-watt red aviation lights with obstruction lighting controller/flasher. 

  

	 	•	 	Two (2) spare gaskets each for all blinded and bolted connections within the Battery Limits. 

  

	 	•	 	Clips to measure foundation/tank settlements; TANK CONTRACTOR shall prepare a procedure to monitor such settlement and provide the allowable settlements. 

 

	 	•	 	Calibration curves, equations and gauge tables in order to calibrate the inner tank volume after its erection. (Optional)

 

 Performance Guarantee: TANK CONTRACTOR shall prepare and submit Heat Leak and
Boil-Off Calculations. No other performance guarantees apply. 
  

	2.4	Other Equipment 

 TANK CONTRACTOR shall
design and supply for each tank: 
  

	 	•	 	A jib crane and trolley/hoist system capable of installing, retracting and lowering to grade the Submerged Loading Pumps, and all valves, instruments and other appurtenances.

  

	 	•	 	Pump filter boxes, columns, bellows, brackets, links, guides and thermal barrier blocks for the Submerged Loading Pumps. 

  

	 	•	 	Two (2) Utility Stations consisting of Plant Air and Nitrogen, complete with hose connections, 100 feet long hoses, and hose reels. 

  

	 	•	 	Pressure and vacuum relief valves (“PRVs” and “VRVs”). 

  

	 	•	 	Nitrogen snuffing will be provided at the tailpipe of each LNG storage tank pressure relief valve stack. This will enable a fire in the relief valve discharge piping to be
extinguished. The nitrogen piping for the relief valve tailpipe purging will be run down the side of the tank and terminate with a valve in a safe location at grade. 

  

 3 

	2.5	Civil and Structural 

  

	 	•	 	TANK CONTRACTOR shall provide a Civil/Structural design based on the following: 

 Ground accelerations for the Safe Shutdown Earthquake (SSE) condition and the peak ground acceleration for the Operating Basis Earthquake (OBE). 
  

	 	•	 	Tank foundation: TANK CONTRACTOR shall design the tank foundation based on the Geotechnical report supplied by PURCHASER and enclosed in Exhibit E. 

  

	 	•	 	TANK CONTRACTOR shall design in accordance with the Geotechnical report listed in Exhibit E. TANK CONTRACTOR shall immediately notify PURCHASER in writing before proceeding with any
Work if differing soil conditions are encountered. 

  

	 	•	 	TANK CONTRACTOR shall be responsible for the design and installation of all piles. TANK CONTRACTOR shall provide a detailed Quality Assurance and testing procedure for approval by
PURCHASER 2 months [60 DAYS] prior to start of production pile activities. 

  

	 	•	 	TANK CONTRACTOR shall provide concrete quality/design specifications. 

  

	 	•	 	PURCHASER shall make available the existing concrete supply batch plant on the Site for supply of concrete to TANK CONTRACTOR for the Work, which shall provide ready-mix concrete of
sufficient strength and quality for the foundations of the Phase 2 Tanks, and which shall supply such concrete in quantities sufficient to support the progress of the Work. TANK CONTRACTOR shall be responsible for all costs associated with
purchasing such concrete from such batch plant. 

  

	 	•	 	TANK CONTRACTOR shall be responsible for the foundation for all other tank components and accessories, including superstructure, control panels and junction boxes, piping, piping
supports, cable tray and conduit supports, etc., within the B.L. 

  

	 	•	 	TANK CONTRACTOR shall be responsible for steel superstructure, all walkways, stairways and roof platforms, ladders, suspended roof, etc. Roof platforms shall be designed to support
and accommodate all maintenance activities, including dropping and setting down of Submerged Loading Pumps on the roof platform. 

  

	2.6	Piping 

 The TANK CONTRACTOR shall have the
sole responsibility for complete design and supply of the piping and piping stress analysis and supports within the battery limit of each LNG tank. 
  

 4 

 Design shall include checking for all load conditions including normal operation, upset, water
hammer/seismic, shutdown, and hydrotest, and include the following: 
  

	 	•	 	Purge and venting systems; 

  

	 	•	 	Block valves and vents for PRVs and VRVs; 

  

	 	•	 	All process and utility piping including pipe supports, guides, spring hangers, bolts, gaskets, blinds, etc.; 

  

	 	•	 	Thermal barrier blocks. 

 PURCHASER will provide the
hydrodynamic piping analysis for the LNG unloading from the LNG loading arms to the tanks for use by TANK CONTRACTOR. 
 TANK CONTRACTOR shall
develop and provide as a minimum, but without limitation, the following for review by PURCHASER: 
  

	 	•	 	Allowable nozzle loads; 

  

	 	•	 	Piping plans and sections; 

  

	 	•	 	Tie-in and location plan; 

  

	 	•	 	Platform drawings; 

  

	 	•	 	Piping Isometrics. 

  

	2.7	Instrumentation/Control Systems 

 TANK
CONTRACTOR shall recommend the necessary instrumentation and controls required to safely operate and protect each of the storage tanks. These recommendations shall be submitted to PURCHASER and shall include, as a minimum but without limitation, the
following: 
  

	 	•	 	Tank Data Acquisition System (see below); 

  

	 	•	 	Tank wall temperature sensors (Cool Down); 

  

	 	•	 	Tank bottom temperature sensors (Cool Down); 

  

	 	•	 	Outer tank floor and suspended deck low temperature sensors; 

  

	 	•	 	Density/level/temperature sensor (servo type); 

  

	 	•	 	Tank level sensors (redundant, servo type); 

  

	 	•	 	High level switch; 

  

 5 

	 	•	 	Tank pressure transmitter (redundant); 

  

	 	•	 	Tank temperature profile sensors; 

  

	 	•	 	Vapor space temperature sensors; 

  

	 	•	 	Inner tank movement monitoring system; 

  

	 	•	 	Tank pressure/vacuum relief valves.** 

  

	**	It is the TANK CONTRACTOR’s responsibility to size the pressure/vacuum relief valves. 

 All electronic instruments shall be designed and wired to TANK CONTRACTOR-supplied junction boxes located at grade, 20 feet horizontally from the base of
the tank (i.e. within the Battery Limits) and include: 
  

	 	•	 	Cable trays and supports; 

  

	 	•	 	Installation materials, including cables, tubes, conduits, junction boxes, etc. 

 TANK CONTRACTOR shall provide calculations and certification for pressure/vacuum relief valves. 
 TANK
CONTRACTOR shall be responsible for installing control valves and other instrumentation shown within the boundary limits of TANK CONTRACTOR’s package on the referenced P&ID’s. TANK CONTRACTOR shall clearly identify the location and
physical interconnection of this equipment on approval drawings submitted to PURCHASER. 
 TANK CONTRACTOR shall design and supply running
instrument air sub-headers (with isolation valves for take-offs) from TANK CONTRACTOR Battery Limits to those areas requiring this service. 
 TANK CONTRACTOR shall perform calibration tests for all instruments provided by TANK CONTRACTOR or any Subcontractor or Sub-subcontractor for the Phase 2 Tanks. TANK CONTRACTOR shall provide additional gas detection instrumentation to cover
the air gap below the elevated slab. A minimum of 8 gas detectors per tank shall be furnished. The gas detectors shall be wired to the junction boxes at the Battery Limits. 
 TANK CONTRACTOR shall provide complete and comprehensive testing procedures for all equipment and systems provided. 
 TANK CONTRACTOR shall develop as part of this Scope of Work the following information, as a minimum but without limitation: 
  

	 	•	 	ISA (Instrument Society of America) data sheets for all TANK CONTRACTOR-supplied instrumentation. 

  

 6 

	 	•	 	Layout and Installation details for instruments including Instrument location drawings, conduit & cable routing drawings and wiring/connection drawings.

  

	 	•	 	Instrument wiring, termination drawings loop diagrams and single line diagrams. 

 Tank Data Acquisition System 
 The following is an expanded description of the data acquisition
system for each tank. The data acquisition system shall be a microprocessor-based programmable controller (PC) equipped with TANK CONTRACTOR provided control software and shall receive, display, trend and historize the signals from the gauges,
temperature sensors and other instrumentation signals at the storage tank. The PC shall be located in the Plant Control Room remote from the storage tank with printing and historical data storage capabilities. A remote indicator of tank level shall
be provided at the Jetty. 
 TANK CONTRACTOR’s design for the data acquisition system shall include the interconnecting cable network
between the PC, the remote station at the Jetty and the local junction box, which marshals field wiring from the tank instrumentation. Physical installation of TANK CONTRACTOR-designed cabling to the control room and the Jetty from the local
junction box shall be by PURCHASER, although final commissioning and testing shall be the sole responsibility of TANK CONTRACTOR. Components of the PC, including hardware and interconnecting network cabling, shall be provided in a redundant
configuration if required to provide a safe and reliable system. 
 The PC shall be able to communicate to the Plant DCS System, provided by
PURCHASER, for information sharing purposes via standard Modbus OPC protocol. TANK CONTRACTOR shall provide a PC or PC simulator to adequately test this signal interface during PURCHASER’s DCS Factory Acceptance Test. PURCHASER’s
representatives shall witness such tests. 
  

	2.8	Electrical 

 TANK CONTRACTOR’s scope of
design and supply of electrical equipment shall be in accordance with the referenced Project Specifications. 
 TANK CONTRACTOR shall design
and supply all electrical equipment and materials in accordance with, the referenced Project Specifications, the National Electrical Code (NEC), NFPA 59A, and GECP. All electrical equipment and materials shall also meet the requirements of the
electrical hazardous area classification for the tank area, as defined in Exhibit “E” — Drawings. 
 Electrical equipment shall
be listed and labeled by UL (when applicable). 
  

 7 

	2.8.1	TANK CONTRACTOR shall determine the electrical hazardous area classification for the tank area, using the most stringent requirements, specified in Section 5.9 of
Project Specification for Electrical Design Basis 3DR-E12F-00001 and in accordance with the requirements of latest editions of NFPA 59A and API 505. The electrical material shall be suitable for installation in Class 1, Div. 2, Group D Area
Classification. 

  

	2.8.2	TANK CONTRACTOR’s provisions for the electrical service to PURCHASER’s supplied submerged LNG pump motors shall consist of: 

  

	 	•	 	TANK CONTRACTOR shall coordinate with the pump vendor, through the PURCHASER’s LNG pump specialist, the accommodation of sealing provisions and strain relief for pump motor
cables, which will exit the top of the tank(s). 

  

	 	•	 	TANK CONTRACTOR shall provide and locate mounting brackets on top of each tank for the PURCHASER’s pump motor service connection boxes for each pump motor. TANK CONTRACTOR
shall coordinate mounting provisions and box dimensions with the pump vendor through PURCHASER’s pump specialist. 

  

	 	•	 	Tank supported ladder type, heavy duty aluminum (NEMA 20C) or hot dipped galvanized carbon steel cable tray shall be furnished and routed from the pump motor service connection
boxes down to the base of each tank and the tray shall extend 20 feet horizontally from the base of each tank. Connection boxes shall be of sufficient size to terminate PURCHASER supplied shielded cables, stress cones and provision to ground cable
shield. The cable tray shall be of sufficient strength to support PURCHASER’s cables that PURCHASER will install to the LNG pump junction boxes at the top of each tank. 

  

	2.8.3	Deleted. 

  

	2.8.4	TANK CONTRACTOR shall design, supply, and install all required equipment and materials for a complete tank lighting system, including: 

  

	 	•	 	Electrical lighting systems (both normal and standby/egress) for the tank stairways and roof platforms. Lighting system, including the lighting controller, shall be designed in
accordance with NFPA 59A. 

  

	 	•	 	Junction boxes. All wiring shall be brought to interface junction boxes, located at grade, for lighting, convenience receptacles, and in-tank pump hoists. 

 

	 	•	 	The available voltage for lighting is 120 VAC single phase, 60 Hz. The lighting system shall be completely wired to a NEMA 4X 304 stainless steel junction box. Circuits shall be
supplied with 20A breakers with a maximum loading of 12A per circuit. Separate circuits for standby and normal power lighting shall be furnished. All wiring shall be bottom or side entry. 

  

	 	•	 	High-pressure sodium, 70 watt, lighting fixtures. The lighting systems shall be designed to provide a minimum of 5fc in accordance with API Code 540. Lighting

  

 8 

 fixtures shall be suitable for installation in a Class 1, Div. 2, Group D area, and shall have as a
minimum a T-rating of “T2A.” Photometric calculations shall be provided for PURCHASER review and approval. 
  

	 	•	 	Junction boxes and associated wiring shall be furnished and installed 20 feet horizontally from the base of the tank, within the B.L. 

  

	 	•	 	Circuit distribution shall ensure that the failure of any single circuit shall not leave any area in darkness. The circuit number shall be marked on each fixture and on the
conductors in junction boxes. 

  

	 	•	 	One 120-Volt, 20-ampere receptacle at every platform, one at each end of the LNG Loading Pump platform atop the tank, and one at the tank base near the stairway.

  

	 	•	 	TANK CONTRACTOR shall design, supply and install lightning protection in accordance with NFPA 59A. 

  

	 	•	 	TANK CONTRACTOR shall design, supply and install aviation obstruction lighting systems in accordance with Federal Aviation Authority, International Regulation ICAO and local
government regulations. The aviation lighting component shall be suitable for the area classification. The aviation obstruction lights shall be rated for 120V or 208 Volt, single phase, 60 Hz and shall be on independent standby power circuits.

 PURCHASER will design and supply power cable up to TANK CONTRACTOR’s junction boxes, located inside its B.L. near the
tank base. 
  

	2.8.5	TANK CONTRACTOR shall design, supply and install all required equipment and materials for a complete tank grounding system, including: 

  

	 	•	 	A minimum of four (4) welded grounding lugs placed at opposite sides of each tank base outer container. Lugs shall be connected to TANK CONTRACTOR’s ground grid with #4/0
AWG, bare, stranded copper conductors. Welded grounding lugs shall be drilled for NEMA two (2) hole lug spacing. 

  

	 	•	 	Protection against the build-up of static charges. 

  

	 	•	 	Grounding of each of the main junction boxes, heating controllers, stairways, platforms, and cable trays. 

  

	 	•	 	A bare copper equipment grounding conductor run in each cable and each conduit, including lighting circuits. 

  

	 	•	 	A #4/0 AWG, bare, stranded, copper grounding conductor, buried a minimum 24 inches below grade, around the perimeter of the B.L. 

 PURCHASER will design and supply the main plant grounding grid connection to TANK CONTRACTOR’s grounding system. 
  

 9 

	2.8.6	TANK CONTRACTOR shall design, supply and install all wiring, conductors, and raceway systems required for a complete electrical installation, including:

  

	 	•	 	Cables shall be sunlight resistant, Type TC, construction and shall meet the requirements of the Project Specifications. Conductors shall be stranded copper, insulated with 600 Volt
XHHW-2 insulation rated 200°F dry and 165°F wet. The cable shall be rated for cable tray use, direct sunlight, above and below grade conduit, and for wet locations. A bare copper equipment grounding conductor shall be part of the cable. The
cable components shall be suitable for -12°F (minus) minimum ambient temperature. 

  

	 	•	 	Termination lugs shall be non-insulated compression barrel type ring tongue. 

  

	 	•	 	Terminations shall have heat shrinkable pre-printed wire markers at each end, on each wire. 

  

	 	•	 	Cables in cable tray shall be secured to tray rungs by stainless steel banding material in both horizontal and vertical runs at not less than 3 feet centers. Strain relief Kellum
grips shall be used for vertical runs exceeding 20 feet. 

  

	 	•	 	Cable tray shall be copper free aluminum or hot dipped galvanized carbon steel ladder type with 9 inch rung spacing, NEMA VE-1 Class 20C. Cable tray hardware shall be 304 stainless
steel. Changes in direction shall be accomplished with standard tray fittings with a radius not less than 24 inches. TANK CONTRACTOR shall design and furnish all cable tray and tray supports. 

  

	 	•	 	Conduit shall be galvanized rigid steel or rigid aluminum, schedule 40 minimum. Minimum conduit size shall be 3/4 inch. Conduit fittings shall be threaded malleable iron.

  

	 	•	 	Main junction boxes shall be stainless steel and shall have drain plugs to remove moisture, except for NEMA 7 and purged junction boxes. Doors shall have 304 stainless steel
hardware and shall have full length hinges. 

  

	 	•	 	Nameplates shall be lamacoid type, attached with stainless steel screws. 

  

	 	•	 	Nameplates shall be white background with black 1/8 inch high letters (minimum). Main nameplates shall have 3/4 inch minimum letter size. Legends for nameplates will be approved by
PURCHASER. 

  

	2.8.7	Shelter 

 TANK CONTRACTOR shall design and supply a
rain/sun shelter, at the base of each tank, of sufficient size to cover the main junction boxes and all other power interface boxes, and local level indicators. The shelter shall be of sufficient dimensions and height to allow for easy access to all
equipment by operations/maintenance personnel. Shelter design shall be approved by PURCHASER prior to fabrication. 
  

 10 

	2.8.8	TANK CONTRACTOR shall develop as part of this Scope of Work, the following information, as a minimum but without limitation: 

  

	 	•	 	Area classification; 

  

	 	•	 	Electrical schematic diagrams; 

  

	 	•	 	Electrical wiring diagrams including connection diagrams for junction boxes; 

  

	 	•	 	Electrical cable tray layouts; 

  

	 	•	 	Dimensional outline drawing showing location of all major electrical equipment including junction boxes, panel boards and motors; 

  

	 	•	 	Location and size of allocated PURCHASER connections to TANK CONTRACTOR’S junction box; 

  

	 	•	 	Tank base electrical heater and raceway system layout (if required); 

  

	 	•	 	Electrical interface details: LNG tank and LNG pump motors, e.g., cables, terminations, junction boxes; 

  

	 	•	 	Electrical lighting and socket outlet and wiring diagrams; 

  

	 	•	 	Earthing diagram; 

  

	 	•	 	Detailed bill of material including name of manufacturer, catalog number and all components and catalog cut sheets; 

  

	 	•	 	System electrical calculations; 

  

	 	•	 	Electrical testing procedures; 

  

	 	•	 	Certified test reports. 

  

	2.9	Options: 

 TANK CONTRACTOR may propose
alternate materials of construction; any such proposals should include prior experience in the use of such alternate materials in similar applications. 
  

	2.10	Document / Data Requirements 

  

	2.10.1	Drawings and Data 

  

	 	•	 	Drawings and other data shall be submitted for PURCHASER’s review as listed in Attachment II – Document Requirement Sheet. Drawings will be returned to TANK CONTRACTOR
within 10 Working Days. Reviews by the PURCHASER shall not release TANK CONTRACTOR of any of its duties, obligations or liabilities provided under this Tank Contract. 

  

 11 

	 	•	 	TANK CONTRACTOR shall provide a list of all documentation to be submitted. 

  

	 	•	 	TANK CONTRACTOR shall provide a document index of all engineering, TANK CONTRACTOR and construction documents for all equipment and materials. 

  

	 	•	 	All design and construction drawings shall be produced in Autocad 2002. 

  

	2.10.2	Operations / Maintenance Manuals 

  

	 	•	 	Two (2) complete draft sets of an Operations and Maintenance Manual shall be submitted in accordance with Section 7.4 (7) of the Special Conditions of this Tank
Contract, covering all materials, equipment and systems installed under this Tank Contract, and further including a spare parts list. 

  

	 	•	 	PURCHASER will review and issue comments within 30 Days; after PURCHASER’s review TANK CONTRACTOR shall update and issue ten (10) complete final sets within an additional
30 Business Days. 

  

	2.10.3	Data Books 

  

	 	•	 	Data Books shall be submitted in the same manner as the Operations & Maintenance Manuals, above. 

  

	 	•	 	Include a document index of all engineering, TANK CONTRACTOR and construction documents for all equipment and materials. 

  

	 	•	 	All design, TANK CONTRACTOR, fabrication/construction drawings and documentation shall be included for all materials and equipment provided, including traceability documentation.

  

	 	•	 	To the extent possible, all documentation shall be produced in Autocad 2002. Electronic files for all documentation shall be submitted to the PURCHASER upon completion of the Work.

  

	 	•	 	TANK CONTRACTOR shall include all procedures and other documentation used to perform the Work 

  

	 	•	 	See Paragraph 3.14 for “As-built” construction drawing requirements, to be included upon completion of its Work 

  

 12 

	3.0	SCOPE OF WORK - CONSTRUCTION 

  

	3.1	General 

 TANK CONTRACTOR shall perform all
Work in accordance with this Exhibit “D” and the Specifications listed in Attachment I and Drawings listed in Exhibit “E” of this Tank Contract, which by reference are made part hereof. 
 Except as otherwise expressly described elsewhere in this Tank Contract, TANK CONTRACTOR shall supply all necessary supervision, labor, construction
equipment, materials, consumable supplies, transportation, tools, staging, receiving, handling and storage, mobilization and demobilization, insurance, and other services and items of expense required to perform the Work. 
 TANK CONTRACTOR shall perform the Work with the full knowledge of the risks and hazards of the Work, including but not limited to the proximity of the
sea, adjacent facilities and equipment, local inhabitants and the environment and how these will all affect the execution of its Work. 
 TANK
CONTRACTOR is to be aware that during tank erection, other subcontractors, who will be installing piperack foundations, piperack steelwork, pipe work and the central sump, will require access. 
 Special reference is made hereof of the PURCHASER’s Safety and Health Plan, as detailed in “Exhibit B, Appendix B-2”. All work and
reporting requirements shall be performed in accordance with this Plan. TANK CONTRACTOR shall pay particular attention to the use of safety harnesses by all personnel. 
 TANK CONTRACTOR shall develop and submit for PURCHASER approval all the necessary detailed construction and erection procedures and Method Statements necessary to perform the Work. In addition, TANK CONTRACTOR shall
develop a Temporary Facilities Plan for approval by PURCHASER 90 Days after award of this Tank Contract. 
 PURCHASER reserves the right to
perform visual and NDE inspections, and witness TANK CONTRACTOR’s inspections and tests, at any stage and at any time during the course of TANK CONTRACTOR’S Work. PURCHASER will notify TANK CONTRACTOR a minimum of 3 Business Days in
advance of performing any independent tests. 
 PURCHASER will coordinate inspections and tests in such a manner so as not to disrupt or delay
the regular progress of TANK CONTRACTOR’s Work. Performance of any such inspections and tests by PURCHASER shall not be construed as relieving TANK CONTRACTOR of the responsibility for performing work and supplying materials in a safe and
workmanlike manner and in accordance with the Tank Contract Schedule and the Tank Contract Documents. 
 Without limiting the above, TANK
CONTRACTOR’s Work shall include but not be limited to the following activities. 
  

 13 

	3.2	Field Verification 

 TANK CONTRACTOR shall
layout the Work and establish all lines and levels from the drawings, and shall assume full responsibility for the correctness of its Work. 
  

	3.3	Site Preparation 

  

	 	•	 	After early clearing and rough grading (see Section 5.0 herein) by PURCHASER, TANK CONTRACTOR shall perform any other site grade activities to suit its own requirements for
construction. The Phase 2 Tank Site will be provided to TANK CONTRACTOR to within 6” of final grade for TANK CONTRACTOR to begin its foundation and piling work. 

  

	 	•	 	PURCHASER will perform rough grading as required within the LNG Tank area work limits to provide TANK CONTRACTOR a suitable initial surface for construction in this area. PURCHASER
is stabilizing to 25 psi the top 14 feet of hydraulic spoil material. TANK CONTRACTOR is responsible for utilizing this information appropriately to execute the Work. PURCHASER will provide and maintain all access roads. PURCHASER will prepare and
provide laydown areas and parking areas for the TANK CONTRACTOR’s use. TANK CONTRACTOR is responsible for maintenance of the parking and laydown areas. 

  

	 	•	 	TANK CONTRACTOR shall incorporate into its design the elevations shown on the Civil Site Development Drawings, provided by PURCHASER. TANK CONTRACTOR shall be responsible for final
grading and final surface improvements under each Phase 2 Tank. 

  

	 	•	 	Deleted 

  

	 	•	 	Excavation, backfill, compaction, and disposal of surplus material shall be handled per Specification No. 3PS-CGOO-F0001. TANK CONTRACTOR shall provide a procedure to handle
Hazardous Substances in accordance with the attached PURCHASER provided Construction Environmental Control Plan. PURCHASER shall be responsible for the removal, transport and/or disposal of pre-existing Hazardous Materials, in accordance with
SC-34.3. 

  

	 	•	 	Deleted 

  

	 	•	 	TANK CONTRACTOR shall, as a minimum, submit the following for PURCHASER review: 

  

	 	1.	Pile material, size, length, and details of anchorage in base material mat. 

  

	 	2.	Allowable compressive and tensile load capacities and allowable lateral load capacities for static loads. Allowable vertical and lateral load capacities shall include any
appropriate reduction due to group action. 

  

 14 

	 	3.	Allowable compressive and tensile load capacities and allowable lateral load capacities for dynamic loads. Allowable vertical and lateral load capacities shall include any
appropriate reduction due to group action. 

  

	 	4.	Vertical and horizontal spring constants and models for static loads. 

  

	 	5.	Vertical and horizontal spring constants and models for dynamic loads should be developed for liquefied and non-liquefied soil (upper bound average and lower bound soil conditions).

  

	 	6.	Pile damping factors (vertical and horizontal motion). 

  

	 	7.	System damping factors for soil/structure interaction analysis. 

  

	 	8.	Foundation settlement analysis (immediate and long term) including estimate of differential settlement along the tank perimeter and settlement profile across the tank for various
loading cases (hydro test, operational). 

 In addition to the above, the following construction procedures should be submitted:

  

	 	1.	Plan for indicator pile program including details of driving equipment and installation methods to be used. The plan should include a minimum of twenty-one (21) indicator piles
inside each tank footprint. 

  

	 	2.	Plan for dynamic tests before production pile driving to validate the pile design. For each tank, a minimum of six (6) out of the twenty-one (21) indicator piles, evenly
distributed within the tank footprint, should be PDA tested to determine the pile capacity. PDA should be conducted from the start to end of driving, so the driving stresses and capacity variation are measured. Driving records should be post
processed using the CAPWAP program. After allowing sufficient time for full setup, re-tap the six (6) PDA tested piles to estimate pile setup. Re-tap data should be analyzed using CAPWAP. 

  

	 	3.	Plan for static tests to clearly define the relationship between static and dynamic test results. After allowing sufficient time for full setup after re-tap, perform static axial
compressive load test on a minimum of three (3) of the six (6) PDA tested piles for each tank. Static load tests should be conducted to clearly define the failure load. Static load test should be conducted per ASTM D 1143.

  

	 	4.	Pile driving criteria (acceptance and refusal) based on the results of the static and dynamic tests. 

  

	 	5.	Lateral load test should be conducted on at least one selected pile per tank per ASTM D 3966. 

  

 15 

 QA/QC procedures during production pile driving including dynamic and/or static load tests. 

Pile driving operations may be on a continual basis. PURCHASER will work to mitigate permit restrictions for noise impacts caused by extended pile
driving days/hours. 
  

	3.4	Tank (for each tank) 

  

	 	•	 	Tank foundation including, but not limited to, excavation, framing, pouring and finishing of concrete. TANK CONTRACTOR is not required to provide any purely aesthetic finishing for
the Phase 2 Tanks. 

  

	 	•	 	Foundation for all superstructure supports, control and junction boxes, pipe and electrical/instrument supports within Battery Limits. 

  

	 	•	 	Concrete test reports shall be provided for all installed concrete, both the tank and the piling. 

  

	 	•	 	Jacking reports, if required, shall be submitted for prior approval by the PURCHASER, and resubmitted when complete. Surveillance Procedure shall be prepared by TANK CONTRACTOR and
submitted for review. 

  

	 	•	 	Erection/installation of inner 9% Ni steel tank, including all insulation. 

  

	 	•	 	Carbon steel domed roof and interior aluminum suspended insulated deck. 

  

	 	•	 	Provide NDE procedures. Perform NDEs in accordance with API 620 and NFPA 59A and Project Specification requirements. 

  

	 	•	 	Provide testing procedure for outer tank in accordance with API 620. Pressure test shall include a calibrated recording instrument capable of accounting for barometric pressure and
ambient temperature changes. 

  

	 	•	 	Prior to any welding being performed on the tank, TANK CONTRACTOR shall submit its welding procedures to PURCHASER for review and approval. Welding procedures shall be based on the
actual metallurgy to be used in the final installations. 

 This review and approval by PURCHASER shall not be construed as
relieving TANK CONTRACTOR of the responsibility of welding in a safe and workmanlike manner, and all welds shall be in accordance with Good Engineering and Construction Practices. 
  

	 	•	 	All welders must pass a welders qualification test procedure, which shall be in accordance with ASME section IX, and which shall be submitted to and approved by PURCHASER prior to
the commencement of any welding. All welders’ test records shall be submitted to PURCHASER. 

  

 16 

	 	•	 	All radiographs shall be made available to PURCHASER for review upon request and turned over to PURCHASER upon completion of the Work. “As-built” drawings shall indicate
the locations of radiographs. The NDE/Radiographic inspections shall be in accordance with Project Specifications and Code (API 620 and NFPA 59A) requirements. The Parties agree that digital radiography is an acceptable form of NDE.

  

	 	•	 	PURCHASER reserves the right to perform visual and NDE inspections on all materials at the delivery point, including fabrication shop(s). 

  

	 	•	 	TANK CONTRACTOR is responsible for hydrotesting of inner tank and monitoring of foundation/tank settlements during hydrotesting. Hydrotest water will be available in a holding pond
4000 feet from the tanks. Water will comply with API 620 Appendix Q. TANK CONTRACTOR shall filter and pump the water from the holding pond and return the water to the pond upon completion 

  

	 	•	 	TANK CONTRACTOR shall also furnish a detailed procedure for hydro pneumatic test for PURCHASER’s approval within 6 months of execution. This procedure should include the
details of instruments that would be deployed to take care of ambient temperature variations during the test. 

  

	 	•	 	Cleaning of tank interior after hydrostatic testing. TANK CONTRACTOR shall broom clean the tank after hydrotest. 

  

	 	•	 	Conduct final tightness test (Section 4.2) and obtain final acceptance from PURCHASER. 

  

	 	•	 	Tank shall be dried out and maintained with nitrogen purge ready for turn over to PURCHASER. (Reference Section 4.2) 

  

	 	•	 	All 9% Ni steel material shall be provided with PMI tags/material test certificates. TANK CONTRACTOR shall provide PMI procedure for PURCHASER’s approval. All other material
shall be provided with Material Certification. 

  

	3.5	Other Equipment 

  

	 	•	 	Installation of jib crane and trolley/hoist systems. 

  

	 	•	 	Installation of pump retracting and lowering system, filter boxes, columns, bellows, brackets, links, guides, and thermal barrier blocks for submerged loading pumps.

  

	 	•	 	Installation of submerged loading pumps and motors, foot valves, pump head plates, junction boxes, and electrical/instrument cables. 

  

 17 

	3.6	Piping 

  

	 	•	 	Supply all internal and external piping materials including but not limited to pipe valves fittings, welding materials, supports, hangers, guides, flanges, gaskets, etc., not
specifically identified as being supplied by PURCHASER. All materials shall be color coded and/or permanently tagged for installation in accordance with TANK CONTRACTOR’s Procedure. 

  

	 	•	 	Installation of control valves and in-line instruments supplied by PURCHASER. 

  

	 	•	 	Prior to any welding being performed on the tank or any pipe, TANK CONTRACTOR shall submit its welding procedures to PURCHASER for review and approval. Welding procedures shall be
based on the actual metallurgy to be used in the final installations. In addition, TANK CONTRACTOR shall submit all weld repair procedures for approval by PURCHASER 3 months prior to start of Work. 

  

	 	•	 	Applications of the welding procedures shall be described adequately to allow verification of qualification range and suitability for use. Application of a procedure to its joint(s)
may be supplemented by means of typical pipe spool drawings. Piping classes, pipe diameters, wall thicknesses, applicable fabrication code and other technical requirements of the pipe welding shall be shown or listed. Suppliers PWHT, filler metal
control and other procedures applicable to pipe fabrication shall be listed. 

 This review and approval by PURCHASER shall not
be construed as relieving TANK CONTRACTOR of the responsibility of welding in a safe and workmanlike manner, and all welds shall be in accordance with Good Engineering and Construction Practices. 
  

	 	•	 	All welders must pass a welder qualification test procedure that has been reviewed and approved by PURCHASER. All welders’ test records shall be submitted to PURCHASER.

  

	 	•	 	All radiographs shall be made available to PURCHASER for review upon request and turned over to PURCHASER upon completion of the Work. As-built” drawings shall indicate the
locations of radiographs. 

  

	 	•	 	TANK CONTRACTOR shall only use inflatable purge dams during pipe welding operations. Foam, cardboard or wooden purge dams will not be permitted. 

  

	 	•	 	TANK CONTRACTOR shall maintain a log to control purge dam installation and removal. 

  

	 	•	 	TANK CONTRACTOR shall provide all applicable NDE procedures. 

  

 18 

	 	•	 	PURCHASER reserves the right to perform visual and NDE inspections on all materials at the delivery point, including fabrication shop(s). 

  

	 	•	 	TANK CONTRACTOR shall provide written procedure for pressure testing (both shop and field) for review by PURCHASER. Testing as a minimum shall be in accordance with ASME B31.3. TANK
CONTRACTOR shall provide all labor, materials and services required to perform such tests. All tests (diagrams, records, etc.) shall be documented and submitted to the PURCHASER upon completion. 

  

	 	•	 	During each pressure test, all welded threaded, flanged and packed joints shall be visually inspected for leaks. 

  

	 	•	 	All restrictions which interfere with filling, venting or draining shall be removed when testing pipe; vents and drains shall be provided as required. 

  

	 	•	 	TANK CONTRACTOR shall prepare a tie-in list and schedule for PURCHASER’s review and approval. Completion of tie-in work shall be coordinated with PURCHASER.

  

	 	•	 	Test procedures and test facility, for cryogenic and relief valves, shall be submitted for PURCHASER’s review of TANK CONTRACTOR-supplied valves. All cryogenic and relief
valves (PRVs and VRVs) shall be tested in accordance with these procedures. TANK CONTRACTOR shall ensure that all valves are then safely transported to the Phase 2 Tank Site and protected before, during and after installation. All valves shall be
retested after installation. Damaged valves will not be accepted and shall be replaced with new ones. Relief valves shall not be installed during hydrotest. 

  

	 	•	 	TANK CONTRACTOR shall employ the services of a facility with proven experience in this type of valve testing. All testing will be subject to witnessing by PURCHASER. TANK CONTRACTOR
shall prepare a testing schedule and shall advise and confirm each test to PURCHASER at least 2 Business Days in advance of performing such tests. 

  

	3.7	Structural Steel and Concrete 

 Supply,
install, fabricate and erect all structural steel and concrete for all items listed in Section 2.0 above. 
  

	3.8	Insulation 

  

	 	•	 	Supply, fabricate and install all insulation for the tank and all internal piping, including fittings, flanges, valves, and cold shoes for the external piping inside TANK
CONTRACTOR’s Battery Limits. A minimum of 10% reserve capacity reservoir of expanded perlite insulation shall be provided at the top of the shell annular space to replenish perlite, which settles due to thermal movements of the inner tank.

  

 19 

	 	•	 	All piping shall be pressure tested before application of insulation. 

  

	 	•	 	External piping insulation inside TANK CONTRACTOR’s B.L. will be by TANK CONTRACTOR. 

  

	3.9	Painting 

  

	 	•	 	Supply and apply all protective coatings (paint) as defined within Specification 25027-001-3PS-NXOO-F0001, “PROJECT SPECIFICATION FOR PROTECTIVE COATINGS (PAINT).”

  

	 	•	 	Ladders, cages, and grating shall be galvanized in accordance with ASTM A123. All other structural steel members shall be conventional hot dipped galvanized. As an alternate, these
items except gratings may be coated as defined for exterior structural steel and carbon steel piping with prior approval. 

  

	3.10	Instrumentation / Control Systems 

  

	 	•	 	Test and install all equipment and materials, including those items supplied by PURCHASER in order to provide a complete and operating control and instrumentation system per this
“Exhibit D.” 

  

	 	•	 	Install cable and complete all cable terminations between instruments and control panels/junction boxes within TANK CONTRACTOR’s battery limit. 

  

	 	•	 	Install instrument air pipe and tubing, valves, and tube fittings, as required. 

  

	 	•	 	All cables shall be supported in cable tray or in channels. 

  

	 	•	 	Inspect, calibrate and test all transmitting instruments and process switches. 

  

	 	•	 	Perform continuity loop checks for each instrument loop in coordination with and witnessed by PURCHASER. 

  

	 	•	 	TANK CONTRACTOR shall maintain all test and calibration documentation and turn over such documentation upon final acceptance of the Work. 

  

	 	•	 	Complete instrumentation, data acquisition, and communication interface units shall be configured and tested by TANK CONTRACTOR and witnessed and accepted by PURCHASER.

  

	3.11	Electrical 

  

	 	•	 	Install all interfacing power and control cabling and wiring between major components and control panels/junction boxes supplied by TANK CONTRACTOR. 

  

 20 

	 	•	 	Install and terminate control cables from TANK CONTRACTOR supplied junction boxes on top of the tank to the Submerged Loading Pump Headplates. Cable from PURCHASER’s MCC to
these junction boxes will be supplied and run by PURCHASER. 

  

	 	•	 	Install all lighting fixtures, branch circuit to lighting fixtures and socket outlets. 

  

	 	•	 	Install all cable trays and conduits inside the Battery Limits. 

  

	 	•	 	Install all miscellaneous supports required. 

  

	 	•	 	Install grounding system for TANK CONTRACTOR-installed items (i.e., tanks, junction boxes, control panels, etc.) Install all miscellaneous supports required.

  

	 	•	 	Install aviation lights and obstruction lighting controllers. 

  

	3.12	Warehousing / Onsite Storage 

  

	 	•	 	TANK CONTRACTOR shall provide their own onsite storage and warehousing facilities. 

  

	 	•	 	Smaller mechanical and electrical items, instrumentation, control and relief valves shall all be stored indoors. 

  

	 	•	 	All items stored outdoors shall be placed on appropriate dunnage/cribbing and covered with weather proofed covers to ensure adequate protection against dirt and the environment.

  

	 	•	 	TANK CONTRACTOR shall prepare and institute a maintenance and preservation program for all applicable equipment and materials, including PURCHASER supplied loading pumps, up to
final turnover to PURCHASER. PURCHASER will coordinate delivery of pumps with TANK CONTRACTOR to avoid extended onsite storage. 

  

	3.13	Machinery Installation 

 The installation of
equipment shall be done in accordance with all provisions of API Recommended Practice 686, Machinery Installation and Installation Design. 
  

	3.14	As-Built Drawings 

  

	 	•	 	Red line PURCHASER’s P&IDs with as-built information and submit to PURCHASER for incorporation into its electronic files. 

  

	 	•	 	Red line PURCHASER’s final grading drawings with as-built information and submit to PURCHASER for incorporation into its electronic files. 

  

 21 

	 	•	 	Submit as-built (both hard copy reproducible and electronic file) certified drawings of the following: 

  

	 	•	 	Foundation Details 

  

	 	•	 	Concrete Base 

  

	 	•	 	Piping and Spool Drawings 

  

	 	•	 	Tank Fabrication & Erection Drawings 

  

	 	•	 	Electrical Drawings 

  

	 	•	 	Single Line Diagrams 

  

	 	•	 	Instrument Location Drawings 

  

	 	•	 	Loop Diagrams 

  

	 	•	 	Wiring Termination Drawings 

  

	 	•	 	Instrument Data Sheets 

  

	4.0	PRE-COMMISSIONING I PURGING 

  

	4.1	Pre-commissioning 

 TANK CONTRACTOR shall
provide all labor, supervision, materials, including required spare parts, equipment and consumables and each and every item required to safely and effectively pre-commission the Phase 2 Tanks. TANK CONTRACTOR is to use this paragraph as a guide to
be incorporated into his procedure to be approved by PURCHASER. 
 No later than twelve (12) months before TANK CONTRACTOR is ready for
pre-commissioning activities, it shall submit for PURCHASER’s approval, a Pre-commissioning Schedule and Execution Plan, outlining as a minimum the following: 
  

	 	•	 	Detailed logic network diagram and bar charts to show the sequence of Work and manpower requirements, including without limitation the following activities, materials and equipment
required, and the requirements for interaction with others. 

  

	 	•	 	Material, including spare parts, and consumable checklists indicating purchase dates and deliveries. 

  

	 	•	 	Equipment checklists including requisitions and expected deliveries. 

  

	 	•	 	Recommended De-Commissioning Procedure. 

  

 22 

 Pre-commissioning activities shall include but not be limited to: 
  

	4.1.1	Removal of rust preventatives 

 Rust preventatives
shall not be removed until equipment is ready for pre-commissioning. TANK CONTRACTOR shall assure that stainless piping and critical areas are maintained rust free. 
  

	4.1.2	Deleted 

  

	4.1.3	Flushing / Blowing / Chemical Cleaning 

  

	 	•	 	Break flanges, remove control valves, orifice plates, and spool pieces, install temporary blinds and remake piping connections as required by PURCHASER for the
flushing/blowing/chemical cleaning of piping and equipment run-in. 

  

	 	•	 	Turn system over to the PURCHASER free of trash and construction debris. 

  

	 	•	 	Check and install correct packing and lubricants in all valves and plug locks. 

  

	 	•	 	Remove temporary blinds and re-install valves and other items of hardware removed for flushing/blowing/chemical cleaning. 

  

	4.1.4	See 4.2 

  

	4.1.5	Submerged Loading Pumps, Pre-Start Inspection, Test and Run-In 

  

	 	•	 	TANK CONTRACTOR shall provide to PURCHASER access to this equipment. All work by PURCHASER shall be a joint work effort by TANK CONTRACTOR, PURCHASER and the LNG pump vendor.

  

	4.1.6	Piping 

  

	 	•	 	Check pipe hangers, supports, guides, and pipe specialties for hot/cold settings and make necessary adjustment within Battery Limits. 

  

	 	•	 	Check and record position of all locked valves. 

  

	4.1.7	Instruments and Calibration 

  

	 	•	 	Loop check of instruments supplied by PURCHASER (Ref: P&ID’s) and installed by TANK CONTRACTOR. 

  

	 	•	 	Loop check of instruments supplied and installed by TANK CONTRACTOR. 

  

	 	•	 	Continuity test and megger test of cables between field instrument connections and junction boxes within battery limit. 

  

 23 

	4.1.8	Electrical Equipment 

  

	 	•	 	Perform tests on electrical equipment in accordance with Project Specification for Electrical Installation and Testing during Pre-Commissioning stage 25027-001 -3PS-EOOZ-F0001.

  

	4.2	Drying/Purging/Cooldown of LNG Tanks and Accessories (piping etc) 

  

	 	•	 	Install/dismantle purge connections and systems. 

  

	 	•	 	Drying and purging operation. 

  

	 	•	 	Provide purge media such as nitrogen. 

  

	 	•	 	Carry out drying and purging. 

  

	 	•	 	After dismantling of temporary purge piping, close all purge nozzle valves, install all purge nozzle blinds. Recheck all connections that were disturbed after completion of the
pneumatic test. 

  

	 	•	 	All tanks and accessories shall be left with a Nitrogen Purge. 

  

	 	•	 	At provisional acceptance, PURCHASER assumes responsibility for each tank including maintenance of the purge. 

  

	 	•	 	Provide cool down procedure for PURCHASER’s review. Provide experienced supervision during cool down by PURCHASER. 

  

	 	•	 	After cool down, TANK CONTRACTOR shall perform thermographic inspections on the tank(s). 

  

	5.0	WORK NOT INCLUDED 

 The following works are NOT
included in TANK CONTRACTOR’s Scope of Work: 
  

	 	•	 	Early site clearing and rough grading 

  

	 	•	 	Access road to the site 

  

	 	•	 	Design and supply of cables to connect tank gauging system with DCS and marine Terminal location 

  

	6.0	ITEMS SUPPLIED BY THE PURCHASER AND LIMITATIONS THERETO 

 PURCHASER will furnish or cause to be furnished to TANK CONTRACTOR, without cost, the following items for or in connection with the performance of TANK CONTRACTOR’s Work. 
  

 24 

	6.1	Up to a total of six (6) submerged loading pumps, motors, cables, foot valves, junction boxes and head plates; three (3) assemblies per LNG tank, i.e. six
assemblies for each terminal (assuming two tanks for Phase 2 terminal). Pre-start inspection, test and run-in. TANK CONTRACTOR shall provide PURCHASER access to this equipment. 

  

	6.2	Control valves. 

  

	6.3	PURCHASER will be responsible for the final earth dike installation, permanent roads, permanent drainage, and spill containment basins and pumping. 

  

	6.4	Stone paving for final grading around tanks detailed in Section 3.3. 

  

	6.5	Fuel, at the day tank, for each main construction generator (1 ea per tank). 

  

	7.0	ITEMS SUPPLIED BY TANK CONTRACTOR 

 TANK CONTRACTOR
shall supply each and every item required to perform the Work, except as described in Sections 5.0 & 6.0 above and in Section SC-4 of “Exhibit B” Special Conditions. 
 TANK CONTRACTOR shall provide, or cause to be provided, a labor force,
including supervision, that is knowledgeable, qualified and skilled to perform and execute all aspects of the Work. 
 Without limiting the
foregoing, TANK CONTRACTOR’s Work shall also include but not be limited to: 
  

	7.1	In the Home Office 

  

	 	•	 	Engineering and detailed design. 

  

	 	•	 	Procurement of all materials (except as noted in 6.0). 

  

	 	•	 	Quality Assurance/Quality Control Program in accordance with Appendix B-1 of this Tank Contract. 

  

	 	•	 	Up to three offices for PURCHASER’s personnel including phone, use of secretarial services, fax and photocopying services, data port for connection and use of email/modem/and
printing facilities. PURCHASER will provide laptop computers for use by PURCHASER personnel. 

  

	 	•	 	Preparation and implementation of an engineering, procurement and construction Quality Assurance/Quality Control Program. 

  

	 	•	 	Preparation of Site safety and health plan for implementation on Site. 

  

 25 

	 	•	 	Preparation of a detailed EPC schedule with reporting of weekly progress including status, concerns, plan to mitigate all concerns, and forecast of all late activities or
anticipated slippage. 

  

	 	•	 	Preparation of all necessary design, procurement, fabrication, construction and commissioning/start-up procedures. 

  

	7.2	[Not Used] 

  

	7.3	Transportation & Delivery 

  

	 	•	 	Export packing. 

  

	 	•	 	Inland transportation inside exporting country. 

  

	 	•	 	Forwarding charges such as acquisition of export license, customs clearance, preparation of shipping documents, warehousing/handling, and similar charges. 

 

	 	•	 	Ocean/air freight including surcharges. 

  

	 	•	 	Unloading, landing, import expense, customs clearance (as required), storage or warehousing charges, and similar charges. 

  

	 	•	 	Inland transportation. inside importing country including cartage charges. 

  

	 	•	 	Other charges, as incurred. 

  

	7.4	Return Cargo 

  

	 	•	 	Export packing, if any. 

  

	 	•	 	Inland transportation inside exporting country. 

  

	 	•	 	Forwarding charges such as acquisition of export license, customs clearance, preparation of shipping documents, warehousing/handling, and similar charges. 

 

	 	•	 	Ocean/air freight including surcharges. 

  

	 	•	 	Unloading, landing, import expense storage or warehousing charges, and similar charges. 

  

	 	•	 	Inland transportation inside importing country including cartage charges. 

  

	 	•	 	Other charges, if any. 

  

	7.5	TANK CONTRACTOR’s Site Office 

  

	 	•	 	Site preparation (clearing and rough grading by PURCHASER). 

  

 26 

	 	•	 	Phase 2 Site office (supply, erect, dismantle). 

  

	 	•	 	Maintenance. 

  

	 	•	 	Furniture, lighting, plumbing, HVAC, etc., as required. 

  

	 	•	 	Telephone line(s) and distribution to LNG Tank area. 

  

	 	•	 	One office for PURCHASER’s personnel, fully equipped. 

  

	 	•	 	TANK CONTRACTOR is not required to provide any office space for Management Contractor. 

  

	7.6	TANK CONTRACTOR’s Other Temporary Building/Facilities. including, as required: 

  

	 	•	 	Warehouse & storage area (for TANK CONTRACTOR’s supplied materials & equipment). 

  

	 	•	 	TANK CONTRACTOR’s workshop & fabrication shop. 

  

	 	•	 	Work and fabrication shops. 

  

	 	•	 	Rest house/guard hut/toilet at Phase 2 Tank Site. 

  

	 	•	 	Fabricated pipe and structural steel storage area. 

  

	 	•	 	Site preparation (clearing and rough grading by PURCHASER) 

  

	 	•	 	Supply, erect, dismantle, etc., all buildings and facilities. 

  

	 	•	 	Maintenance. 

  

	 	•	 	Furniture, lighting, plumbing, HVAC, etc., as required. 

  

	 	•	 	Telephone line(s). 

  

	 	•	 	Necessary equipment/tools. 

  

	 	•	 	Dunnage materials. 

  

	7.7	Other Temporary Facilities / Services 

  

	 	•	 	All required building permits, approvals, governmental fees, licenses required for safe and proper completion of the Work. (Subject to the limits described in Exhibit B).

  

 27 

	 	•	 	Temporary access to and around TANK CONTRACTOR’s Tank construction site shall be by the TANK CONTRACTOR. Refer to the Site Preparation requirements in Section 3.3.

  

	 	•	 	Construction equipment, including craneage; move in/move out of all equipment. 

  

	 	•	 	Lighting, power to and distribution. 

  

	 	•	 	House keeping. 

  

	 	•	 	Safety/security service. 

  

	 	•	 	Medical services, including first aid dispensary at Site and transportation between Site and hospital. 

  

	 	•	 	Daily Transportation to/from Site, provided that PURCHASER shall ensure that an adequately sized parking area is available for TANK CONTRACTOR personnel within walking distance of
the Phase 2 Tank Site. 

  

	 	•	 	Security and guard(s) for the Phase 2 Tank Site and any lay down areas designated for use by TANK CONTRACTOR. 

  

	 	•	 	Garbage disposal. 

  

	 	•	 	Communications. 

  

	 	•	 	Helmet/working clothes/safety shoes/gloves/eye protection equipment. 

  

	 	•	 	Exhaust fans to remove smoke during welding inside of tank. Visible smoke must always be moving toward tank egress. 

  

	 	•	 	Implementation of environmental control plan, as necessary 

  

	7.8	Vehicles 

  

	 	•	 	Vehicles/buses/jeeps/transporters and similar vehicles. 

  

	 	•	 	Maintenance, repair work, spare parts for all vehicles. 

  

	7.9	Consumables 

  

	 	•	 	Fuel and lube oil for all construction equipment, vehicles, generators and similar items or equipment. 

  

	 	•	 	Consumable materials. 

  

	 	•	 	Gases (oxygen, acetylene, inert, and similar). 

  

 28 

	 	•	 	Welding rods. 

  

	 	•	 	Machinery/hand tools and similar tools or equipment. 

  

	 	•	 	Testing equipment/instruments, tools for inspection. 

  

	 	•	 	Scaffolding. 

  

	 	•	 	Safety equipment such as: 

  

	 	•	 	fire extinguishers, gas detector, other safety instruments. 

  

	 	•	 	Fireproof/weatherproof sheets 

  

	7.10	Steam/Air/Nitrogen 

 TANK CONTRACTOR shall
supply and provide distribution as required for construction, testing, cleaning and pre-commissioning. 
  

 29 

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT III - INSPECTION AND TESTING REQUIREMENTS 
  

 30 

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT I - PROJECT SPECIFICATIONS 
 Revision number of Bechtel specifications shall be updated as attached Exhibit F 
  

					
	 SPECIFICATION No.
	  	 	  	 DESCRIPTION

	 25027-001-3PS-MTDO-F0001
	  	001	  	PROJECT SPECIFICATION FOR LNG STORAGE TANKS
			
	 25027-001-3BD-M04-00001
	  	00A	  	PROJECT ENGINEERING, BASIS ENGINEERING DESIGN DATA
			
	 25027-001-3DR-S04F-00001
	  	000	  	PROJECT SPECIFICATION FOR GENERAL DESIGN CRITERIA
			
	 25027-001-3DR-S04F-00002
	  	000	  	PROJECT SPECIFICATION FOR STRUCTURES AND FOUNDATIONS DESIGN CRITERIA
			
	 25027-001-3PS-DB01-F0001
	  	002	  	PROJECT SPECIFICATION FOR FURNISHING AND DELIVERING READY-MIX CONCRETE
			
	 25027-001-3PS-DB02-F0001
	  	000	  	PROJECT SPECIFICATION FOR CONCRETE WORK.
			
	 25027-001-3PS-DG01-F0001
	  	000	  	PROJECT SPECIFICATION FOR FURNISHING AND FABRICATING REINFORCING STEEL
			
	 25027-001 -3PS- SS01 - F0001
	  	000	  	PROJECT SPECIFICATION FOR FURNISHING STRUCTURAL STEEL, MISCELLANEOUS STEEL, AND JOISTS
			
	 25027-001-3PS-SS02-F0001
	  	000	  	PROJECT SPECIFICATION FOR ERECTION OF STRUCTURAL STEEL, MISCELLANEOUS STEEL
			
	 25027-001-SS-000-00001
	  	000	  	STRUCTURAL STEEL STANDARDS - GENERAL NOTES & ABBREVIATIONS
			
	 25027-001 -SS-000-00008
	  	000	  	STRUCTURAL STEEL STANDARDS - ANGLE RAILING (SHEET 1 OF 2)
			
	 25027-001-SS-000-00009
	  	000	  	STRUCTURAL STEEL STANDARDS - ANGLE RAILING (SHEET 2 OF 2)

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK

 ATTACHMENT I - PROJECT SPECIFICATIONS 
 Revision number of Bechtel specifications shall be updated as attached Exhibit F 
  

					
	 SPECIFICATION No.
	  	 	  	 DESCRIPTION

	 25027-001-SS-000-00010
	  	000	  	STRUCTURAL STEEL STANDARDS - LADDER DETAILS
			
	 25027-001-SS-000-00011
	  	000	  	STRUCTURAL STEEL STANDARDS - LADDER SAFETY CAGE DETAILS
			
	 25027-001-SS-000-00012
	  	000	  	STRUCTURAL STEEL STANDARDS - STAIR DETAILS (SHEET 1 OF 2)
			
	 25027-001-SS-000-00013
	  	000	  	STRUCTURAL STEEL STANDARDS - STAIR DETAILS (SHEET 2 OF 2)
			
	 25027-001-SS-000-00014
	  	000	  	STRUCTURAL STEEL STANDARDS- GRATING DETAILS
			
	 25027-001-DB-000-00001
	  	000	  	STRUCTURAL STANDARDS- CONCRETE GENERAL NOTES
			
	 25027-001-DB-000-00002
	  	000	  	STRUCTURAL STANDARDS- CONCRETE DETAILS SHEET 1
			
	 25027-001-DB-000-00003
	  	000	  	STRUCTURAL STANDARDS- CONCRETE DETAILS SHEET 2
			
	 25027-001-DB-000-00004
	  	000	  	STRUCTURAL STANDARDS- CONCRETE DETAILS SHEET 3
			
	 25027-001-DB-000-00005
	  	000	  	STRUCTURAL STANDARDS- TYPICAL SECTIONAL DETAILS SHT 1
			
	 25027-001-DB-000-00007
	  	000	  	STRUCTURAL STANDARDS- ANCHOR BOLTS SHT 6
			
	 25027-001-3PS-PB00-F0004
	  	00A	  	PROJECT SPECIFICATION FOR PIPE INSTALLATION AND TESTING
			
	 25027-001-3PS-PB00-F0001
	  	002	  	PROJECT SPECIFICATION, PIPING MATERIALS
			
	 25027-001-3PS-PB00-F0002
	  	002	  	PIPING PURCHASE DESCRIPTIONS
			
	 25027-001-3PS-PB00-F0008
	  	00A	  	PROJECT SPECIFICATION BOLT TENSIONING & BOLT-UP REQUIREMENTS

  

 2 

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT I - PROJECT SPECIFICATIONS 
 Revision number of Bechtel specifications shall be updated as attached Exhibit F 
  

					
	 SPECIFICATION No.
	  	 	  	 DESCRIPTION

	 25027-001-3DR-P40F-00001
	  	00B	  	PROJECT SPECIFICATION FOR PIPE STRESS AND SUPPORTS DESIGN CRITERIA
			
	 25027-001-3DR-P04F-00001
	  	00A	  	PROJECT SPECIFICATION FOR PLANT DESIGN AND PIPING LAYOUT CRITERIA
			
	 25027-001-3PS-JQ00-F0003
	  	000	  	PROJECT SPECIFICATION FOR WIRING FOR INSTRUMENTS AND COMPUTERS.
			
	 25027-001-3PS-JQ06-F0001
	  	000	  	PROJECT SPECIFICATION FOR GENERAL DESIGN FOR INSTRUMENTATION PACKAGED SYSTEMS
			
	 25027-001-3PS-JQ07-F0001
	  	000	  	PROJECT SPECIFICATION FOR INSTRUMENTATION
			
	 25027-001-3DR-E12F-00001
	  	000	  	DESIGN CRITERIA FOR ELECTRICAL SYSTEMS DESIGN AND INSTALLATION
			
	 25027-001-3PS-E00X-F0001
	  	000	  	PROJECT SPECIFICATION FOR ELECTRICAL EQUIPMENT TESTING AND COMMISSIONING
			
	 25027-001-3PS-EKP0-F0001
	  	000	  	PROJECT SPECIFICATION FOR ELECTRICAL REQUIREMENTS FOR PACKAGED EQUIPMENT
			
	 25027-001-3PS-EWE1-F0001
	  	000	  	PROJECT SPECIFICATION FOR CABLE - LOW VOLTAGE
			
	 25027-001-3PS-MUMI-F0001
	  	000	  	PROJECT SPECIFICATION FOR INDUCTION MOTORS - NEMA FRAME
			
	 25027-001-3PS-NX00-F0001
	  	000	  	PROJECT SPECIFICATION FOR PROTECTIVE COATINGS (PAINT)
			
	 25027-001-3PS-NN00-F0002
	  	000	  	PROJECT SPECIFICATION FOR COLD INSULATION
			
	 25027-001-3PS-NX00-F0003
	  	000	  	GALVANIZED STEEL

  

 3 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	 	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	 	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	 	LNG STORAGE TANKS	  	
			
	TAG NO.:	 	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION

PARAGRAPH
REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	 PRELIM
	  	 INITIAL
	  	 FINAL
	  	  
		  	 1.     CONTRACTUAL (GENERAL)
	  		  		  		  		  		  		  	
									
	EXHIBIT A, GC-2	  	DESIGNATION OF AUTHORIZED REPRESENTATIVE	  		  	N	  		  	30BM	  	BM	  	N	  	*30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT A, GC-13	  	SAFETY AND HEALTH PLAN	  		  	Y	  		  	20BS	  	BM	  	N	  	*20 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT A, GC-14	  	ENVIRONMENTAL PLAN	  		  	Y	  		  	30BM	  	BM	  	N	  	*30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-2	  	INSURANCES	  		  	Y	  		  	10BM	  	BM	  	N	  	*- 10 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-6	  	PERMITS AND LICENSES	  		  	Y	  		  	15BS*	  	BS	  	N	  	*- 15 DAYS BEFORE STARTING WORK
									
	EXHIBIT B, SC-9	  	SUBCONTRACT SCHEDULE	  		  	N	  		  	30BM	  	BM	  	N	  	*- 30 DAYS AFTER CONTRACT EXECUTION
							
	EXHIBIT B, SC-9	  	MONTHLY UPDATES (INCLUDING SCHEDULE AND JOBHOUR EXPENDITURE)	  		  	N	  	MONTHLY*	  	N	  	*- SUBMITTED EVERY MONTH
							
	EXHIBIT B, SC-9	  	WEEKLY UPDATES (INCLUDING 3-WEEK MANPOWER LOOKAHEAD, 4-WEEK ROLLING SCHEDULE, QUANTITIES INSTALLED, LABOR PRODUCTIVITY	  		  	N	  	WEEKLY*	  	N	  	*- SUBMITTED EVERY WEEK
							
	EXHIBIT B, SC-9	  	DAILY UPDATES (INCLUDING FORCE REPORT AND PLANT & EQUIPMENT REPORT)	  		  	N	  	DAILY*	  	N	  	*- SUBMITTED EVERY DAY
									
	EXHIBIT B, SC-11.A	  	SAFETY AND HEALTH PROGRAM (FOR JOB SITE AS WELL AS FOR HOME OFFICE)	  		  	N	  		  	20BS	  	BM	  	N	  	*- 20 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-11.B	  	FIRE PROVENTION PROGRAM	  		  	N	  		  	30BM	  	BM	  	N	  	*- 30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-11.C	  	SECURITY PROGRAM	  		  	N	  		  	30BM	  	BM	  	N	  	*- 30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-11.D	  	HAZARD COMMUNICATION PROGRAM	  		  	N	  		  	30BM	  	BM	  	N	  	*- 30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-11.E	  	PROCESS SAFETY MANAGEMENT PLAN	  		  	N	  		  	30BM	  	BM	  	N	  	*- 30 DAYS AFTER CONTRACT EXECUTION
									
	EXHIBIT B, SC-13	  	PERFORMANCE BANK GUARANTEE	  		  	N	  		  	10BM	  	BM	  	N	  	*- 10 DAYS AFTER CONTRACT EXECUTION
							
	EXHIBIT B, SC-15	  	MONTHLY ESTIMATE OF WORK PERFORMED	  		  	N	  	MONTHLY - 20TH	  	N	  	*- SUBMITTED ON 20TH OF EACH MONTH
							
	EXHIBIT B, SC-15	  	INVOICE	  		  	N	  	MONTHLY - 1ST	  	N	  	 *- SUBMITTED ON 1ST OF EACH MONTH
 *-NEED TO
REVIEW SC-15

  

 4 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	 	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	 	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	 	LNG STORAGE TANKS	  	
			
	TAG NO.:	 	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION
PARAGRAPH
REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	 PRELIM
	  	 INITIAL
	  	 FINAL
	  	  
		  	 2.     ENGINEERING - GENERAL
	  		  		  		  		  		  		  	
									
	Exhibit D 2.10	  	Index of all Design Calculations, Drawings and other documents.	  		  		  		  	D
(21)	  		  		  	
									
	Exhibit B and C	  	Schedules, Organization Charts, Manpower Loading,	  		  		  	X	  		  		  		  	
									
	Exhibit B, SC9	  	Progress Reports	  		  		  		  	A	  		  		  	Periodic Progress Reports as agreed
									
	Exhibit D, 2.10	  	Engineering Specifications.	  		  		  		  	I	  		  		  	
									
	Exhibit D, 3.14	  	As-Builts	  		  		  		  	O	  		  		  	
									
		  	 3.     PROCUREMENT
	  		  		  		  		  		  		  	
									
	Exhibit D, 2.10.4	  	Recommended Spare Parts List for 2 years Operation	  		  		  		  	D	  		  		  	Within 6 months of Notice of Award
									
	Exhibit B, SC9	  	Material Procurement & Shop Fabrication Schedules	  		  		  		  	BS	  		  		  	
									
	Exhibit C, Form C	  	Subcontractor/Sub vendor list	  		  		  		  	BS	  		  		  	
									
	Exhibit D, 2.10.4	  	Unpriced Purchase Orders	  		  		  		  	BS	  		  		  	
									
		  	 4.     CONSTRUCTION
	  		  		  		  		  		  		  	
									
	Exhibit B and C	  	Construction Plan & Schedule, Tools/Construction Equipment list, Temporary	  		  		  		  	BS	  		  		  	
									
	Exhibit D, 3.1, 3.3, 3.4	  	Construction/Erection Procedure	  		  		  		  	BS	  		  		  	
									
	Exhibit B	  	Special Tools/Construction Equipment list	  		  		  		  	BS	  		  		  	
									
	Exhibit D, 3.1	  	Temporary Facilities Plan	  		  		  		  	BS	  		  		  	
									
	Exhibit D, 3.1	  	 5.     QUALITY ASSURANCE/CONTROL DOCUMENTS, INCLUDING:
	  		  		  		  	BS	  		  		  	
									
	Exhibit B appendix B-1, Exhibit D, 3.1	  	Table of Contents for Project Procedures that will be used to control work activities (Management, Project Controls, Engineering, Procurement, Construction, Inspection and Testing, Certification
Records).	  		  		  		  	 D
 (90)
	  		  		  	
									
	Exhibit B, C	  	Quality Plan including QA/QC Manual, Inspection & Testing Plan	  		  		  		  	BS	  		  		  	
									
	Exhibit D, 3.4 and 3.6	  	Inspection & Testing Procedures, including NDE & PMI Procedures	  		  		  		  	BS	  		  		  	

  

 5 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	  	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	  	LNG STORAGE TANKS	  	
			
	TAG NO.:	  	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION
 PARAGRAPH
 REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	PRELIM	  	INITIAL	 	FINAL	  	  
	 Exhibit D,
 3.4 and 3.6
	  	Material Certificates &/or Mill Test Reports - Before release for Shipment	  		  		  		  	S	 		  		  	
									
	 Exhibit D,
 3.4 and 3.6
	  	Welding Procedures Specifications(WPS) - 3 months prior to start of welding	  		  		  		  	D
(90)	 		  		  	
									
	 Exhibit D,
 3.4 and 3.6
	  	Welding Procedure Qualification Records (PQR) - 3 months prior to start of welding	  		  		  		  	D
(90)	 		  		  	
									
	 Exhibit D,
 3.4 and 3.6
	  	Welder/Welding Operator Qualification Records (WQT) - prior to start of welding	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.10.3
	  	Inspection & Test Records - after event	  		  		  		  	A	 	X	  		  	
									
	 Exhibit D,
 3.4 and 3.6
	  	Weld Repair Procedures - 3 months prior to start of welding	  		  		  		  	D
(90)	 		  		  	
									
	 Exhibit B,
 Appen B1-A
	  	Certification Dossiers including preparation procedure	  		  		  		  	O	 		  		  	
									
	 Exhibit D,
 2.10.3
	  	PMI Test Reports	  		  		  		  	I/W	 		  		  	
									
		  	 5.     CIVIL/STRUCTURAL
	  		  		  		  		 		  		  	
									
	 Exhibit D,
 2.5
	  	Submit “Seismic Design Basis / Methodology” for PURCHASER review and approval prior to beginning the seismic analysis / design of the tank / pile foundation.	  		  	Y	  		  	D	 		  		  	
									
	 Exhibit D,
 2.5
	  	Foundation Engineering Plan, including Design Concept	  		  		  	X	  		 		  		  	
									
	 Exhibit D,
 2.1, 2.5
	  	Pile Design Calculations & Load Test Program (if piles are required)	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.1, 2.5
	  	Design Calculations for Foundations and Foundation Drawings	  		  		  		  	BS	 	X	  		  	
									
	 Exhibit D,
 3.3
	  	Piling test reports	  		  		  		  	A	 		  		  	
									
	 Exhibit D,
 3.3
	  	Piling Plan	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.5
	  	Concrete Specification	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.5, 3.3
	  	Pile Testing procedure	  		  		  		  	D
(90)	 		  		  	
									
		  		  		  		  		  		 		  		  	
									
	 Exhibit D,
 3.4
	  	Concrete test Reports	  		  		  		  	A	 		  		  	

  

 6 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	  	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	  	LNG STORAGE TANKS	  	
			
	TAG NO.:	  	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION
 PARAGRAPH
 REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	PRELIM	  	INITIAL	 	FINAL	  	  
									
		  	 6.     TANK/PIPING
	  		  		  		  		 		  		  	
	 Exhibit D,
 2.3
	  	Tank Outline Drawings showing diameter, height, net working capacity, material, plate thickness, roof style, & insulation system	  		  		  	X	  	D
(30)	 	X	  		  	
									
	 Exhibit D,
 2.6
	  	Allowable Nozzle Loads	  		  		  		  	I	 		  		  	
									
	 Exhibit D,
 2.6
	  	Piping Plans/Sections	  		  		  		  	I	 	X	  		  	
									
	 Exhibit D,
 2.6, 3.6
	  	Tie-in List & Location Plan	  		  		  		  	BS	 	X	  		  	
									
	 Exhibit D,
 2.6
	  	Platform Drawings	  		  		  		  	I	 	X	  		  	
									
	 Exhibit D,
 2.6
	  	Piping Isometrics	  		  		  		  	I	 	X	  		  	
									
	 Exhibit D,
 3.4, 3.6
	  	Field Assembly Procedure, Inspection & Testing Plan	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 3.4, 3.6
	  	Inspection & Testing Procedures including Welding, & NDE	  		  		  		  	I	 		  		  	
									
	 Exhibit D,
 2.4
	  	Detail of Trolley & Hoist Design	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.7
	  	Temp. Monitoring System - Design Details	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.1
	  	Purge & Vent System - Design Details	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.1
	  	Tank Design Calculations	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.1
	  	Design Calculation for all Appurtenances and Accessories including Piping & Relief Valves	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.10.1
	  	Material Specifications	  		  		  		  	BS	 		  		  	
									
	 Exhibit D,
 2.1
	  	Fabrication & Construction Drawings: Tanks, Piping & Accessories	  		  		  		  	BS	 	X	  		  	
									
	 Exhibit D,
 7.1
	  	Procedures for Shop Fabrication, Field Construction, Insulation, Painting, Tank Calibration.	  		  		  		  	BS	 		  		  	
									
		  	 7.     INSTRUMENTATION
	  		  		  		  		 		  		  	
									
	 Exhibit D,
 2.10.3
	  	Instrument Data Sheets (ISA Standard)	  		  		  		  	BS	 	X	  		  	
									
	 Exhibit D,
 2.10.1
	  	Layout & Installation Drawings of Instruments, Cables, & Junction Boxes	  		  		  		  	BS	 	X	  		  	

  

 7 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	  	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	  	LNG STORAGE TANKS	  	
			
	TAG NO.:	  	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION
 PARAGRAPH
 REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	PRELIM	  	INITIAL	  	FINAL	  	  
	 Exhibit D,
 2.10.1
	  	Instrument Wiring Termination Dwgs, Loop Diagrams and Single Line Diagrams	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.7
	  	 System Testing Procedures
 Data Acquisition System Data
and Dwgs
	  		  		  		  	BS	  		  		  	
									
	 Exhibit D,
 2.10.2
	  	Instrument Operation Maintenance and Configuration Manuals	  		  		  		  	S	  		  		  	
									
	 Exhibit D,
 3.10
	  	Calibration Testing Reports	  		  		  		  	A	  	X	  		  	
									
		  	 8.     ELECTRICAL
	  		  		  		  		  		  		  	
									
	 Exhibit D,
 2.8.9
	  	Area Classification Drawings (Plan and Elevations)	  		  		  	X	  		  		  		  	
									
	 Exhibit D,
 2.8.7
	  	Electrical Load List - Name Plate, Operating, Spare (kW, Volts, PF, ph, Hz)	  		  		  	X	  		  		  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical Schematic Diagrams	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical Wiring Diagrams including connection diagrams for junction boxes	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical cable tray layouts	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Dimensional Outline drawings showing location of all major electrical equipment including junction boxes and panel boards.	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Location and size of PURCHASER’S connections to TANK CONTRACTOR’S junction boxes	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical Interface Details: LNG Tank and LNG Pump Motors, e.g. cables, terminations, junction boxes	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical lighting and socket outlet layout and wiring diagrams	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Earthing Diagram	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Lightning Protection Diagram	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Detailed Bill of Material including name of manufacturer, catalog number of all components and catalog cut sheets	  		  		  		  	BS	  	X	  		  	
									
	 Exhibit D,
 2.8.9
	  	Electrical testing Procedures	  		  		  		  	BS	  		  		  	
									
	 Exhibit D,
 2.8.9
	  	Certified Test Reports	  		  		  		  	S	  	X	  		  	

  

 8 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

					
	PROJECT:	  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  	
			
	LOCATION:	  	SABINE PASS, LOUISIANA	  	JOB NO: 25027-001        
			
	EQUIPMENT:	  	LNG STORAGE TANKS	  	
			
	TAG NO.:	  	S-104, S-105	  	

  

																	
	 1
 SPECIFICATION
 PARAGRAPH
 REFERENCE
	  	 2
 DOCUMENT DESCRIPTION
	  	 3
 DOC.
TYPE
	  	 4
 PERMISSION
TO PROCEED
 (Y/N)
	  	 5
 SUBMITTAL SCHEDULE
	  	 6
 LIQ.
DAMAGES
Y/N
	  	 7
 REMARKS

	  	  	  	  	PRELIM	 	INITIAL	  	FINAL	  	  
		  	 9.     PRE-COMMISSIONING/PURGING
	  		  		  		 		  		  		  	
									
	 Exhibit D,
 4.1
	  	System Testing & Commissioning Schedule	  		  		  	BS	 		  		  		  	
									
	 Exhibit D,
 3.4
	  	Hydrotest / pneumatic test Procedures	  		  		  	D	 		  		  		  	6 months after contract
award
									
	 Exhibit D,
 4.1.4
	  	Drying & Purging Procedures	  		  		  	BS	 		  		  		  	
									
	 Exhibit D,
 4.1.9
	  	Recommended Cooldown Procedure	  		  		  	BS	 		  		  		  	
									
	 Exhibit D,
 2.3
	  	Heat Leak and Boil-Off Calculations	  		  		  	D
(30)	 		  		  		  	
									
	 Exhibit D,
 4.1
	  	Recommended Decommissioning Procedure	  		  		  		 		  		  	X	  	
									
	 Exhibit D,
 2.10, 2.10.3
	  	Installation, Operation & Maintenance Manuals	  		  		  		 		  		  	X	  	
									
	 Exhibit D,
 4.1
	  	Spare Parts List for Construction & Precommissioning	  		  		  		 		  		  		  	Within 6 months of Notice
of Award

  

							
	SUPPLIER SHALL PROVIDE A MASTER COPY, WHICH CAN BE LEGIBLY DUPLICATED BY MICROPRODUCTION, DIAZO OR ELECTROSTAGTIC PROCESS, AND 6 COPIES (EXCLUDING INSTRUCTION
MANUALS AS SPECIFIED IN REMARKS COLUMN).
		
	Column 3	  	 Document Type - Bechtel Specific

		
	Column 4	  	Prior Permission to Proceed Required - Bechtel permission to proceed required prior to use of documents in the design, fabrication, installation or other work process.
Permission to proceed does not constitute acceptance or approval of design details, calculations, analyses, test methods or material developed or selected by the Supplier and does not relieve Supplier from full compliance with contractual
obligations.
		
	Column 5	  	 Ac - After Completion         I - Before
installation         A - After Installation         
 W - With
Shipment         S - Before Shipment         P - Before final payment
 D - Before Design OR Expressed in calendar days after notice of award         O - With O&M Manual
 BM - Before Mobilization         BS - Before starting relevant work
  
 Preliminary - Early submittal of information as specifically identified, (foundation load data, preliminary general arrangements, etc.)
 Initial - Initial submittal of a document in accordance with the schedule mutually agreed to by the Buyer and the Supplier. Initial drawings requiring
review must show all information
 necessary for Buyer’s design of foundations and any other connection for equipment. Drawings will be
reviewed only as to arrangement and conformance with the specifications and
 related drawings. [Drawings must show Buyer’s job title, job
number, purchase order number, line, equipment, tag or code number and the manufacturer’s serial number(s)].
 Final - The complete
submittal required. (This submittal shall include all “as-built” data.)

		
	Column 6	  	Liq. Damages - Y/N to be assigned in Column 6. Assessed values per item as defined in the purchase order.
			
		  	 8. TITLE
  
 LNG TANKS
	  	 9. JOB NO.
  

		  	  	 10. REQUISITION NO.
	  	 Rev.
 000

		
		  	SUPPLIER DOCUMENT SUBMITTAL REQUIREMENTS

  

 9 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

	1.0	GENERAL REQUIREMENTS 

 TANK CONTRACTOR shall submit
all required drawings and data to PURCHASER in the manner and within the time limits specified below. 
 All drawings and data shall be
transmitted to PURCHASER via electronic exchange (eRoom) and/or by hard copy when there are a specified number of hard copies required. 
  

	2.0	EQUIPMENT/COMPONENT DRAWINGS AND DATA 

 These
drawings and data shall include, but not be limited to all basic design criteria, general arrangement and outline dimensions, utility requirements, electrical single line, schematic, P&IDs, control diagrams, maintenance and operating space
requirements, cross sections and material lists, performance characteristic curves, caIculations and completed Data Sheets. In addition to these items, the specific data requirements are as defined in the attached forms. 
  

	3.0	RECOMMENDED SPARE PARTS 

 TANK CONTRACTOR shall
submit complete recommended spare parts lists. The lists shall include: 
  

	 	•	 	Part description and number (in sufficient detail to order, to include size, material, etc.); 

  

	 	•	 	Recommended quantity of each spare part for FAT, SIT, installation/commissioning and for two years operation; 

  

	 	•	 	Recommended quantities of special tools or instruments required for maintenance; 

  

	 	•	 	Recommended quantities of consumable items; 

  

	 	•	 	Unit cost of each part (note - sets, part, etc.); 

  

	 	•	 	Supplier’s name and other company information (address, etc.); 

  

	 	•	 	Supplier’s identification (shop order numbers, etc.) if applicable; and 

  

	 	•	 	Validity and basis of price quotation. 

 TANK CONTRACTOR
shall state any necessary additional information required to fabricate or locate a part (serial numbers, tag numbers, etc.) to facilitate ordering. 
  

 10 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

	4.0	DOCUMENT TRANSMITTAL ADDRESS 

 TANK CONTRACTOR shall
submit all documents to the following address: 
 Electronic submittal 
 [                                      
                      ] 
 Hard copy submittal 
  

					
	 Sabine Pass LNG, L.P.
 717 Texas Avenue, Suite
3100
 Houston, Texas 77002
 Facsimile Number:
713-659-5459
 Attn: Ed Lehotsky
	 	and	  	 Bechtel Corporation
 3000 Post Oak Boulevard

Houston, TX 77056-6503

  

	5.0	DRAWING AND DATA REQUIREMENTS 

 TANK CONTRACTOR will
be required to comply with the following drawing and data requirements: 
  

	 	A.	Drawings and data submitted by TANK CONTRACTOR shall be in electronic format (see Paragraph 5.0J). Where this is not possible, the drawings submitted by the TANK CONTRACTOR will be
electronically scanned and/or microfilmed, therefore, TANK CONTRACTOR and any of his subsuppliers must submit the type of reproduction specified in the following paragraphs. 

  

	 	B.	All drawings submitted must have light, clear backgrounds with sharp, opaque object, definition lines, and noncrowded dimensioning and lettering. Each drawing shall be suitable for
microfilming at a 30 to 1 reduction and then enlarged to full size. Reproducibles shall be black-on-white, such as Xerox 1860 vellum. All reproducibles for originals, which are 11 inch by 17 inch and smaller may be photo copies on plain bond paper.
Sepias are not acceptable. 

 Drawings must be flat or rolled, not folded. 
  

	 	C.	Catalog cuts, typed material and other nonpictorial data shall be black-on-white. Images shall be sharp and clear to allow further legible reproduction by PURCHASER. Second, third,
etc., generation copies are not acceptable. 

  

 11 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

	 	D.	Documents not meeting the above requirements will be rejected for resubmittal and any added costs incurred by PURCHASER as a result of poor drawings will be backcharged to TANK
CONTRACTOR. 

  

	 	E.	All documents must show, in the lower right hand corner, job number, equipment tag number, PURCHASER’S subcontract number, drawing number, revision number, TANK
CONTRACTOR’S title, equipment service, PURCHASER’S name, project title, long file save name with extension and project location. 

  

	 	F.	Documents with multiple sheets, such as calculations, must be resubmitted as a complete document. Revised single sheets will not be accepted. 

  

	 	G.	Resubmittal of documents requires the same number of prints and reproducibles as the first submittal. 

  

	 	H.	TANK CONTRACTOR shall not submit unchecked drawings, calculations, and data for review. All unchecked materials will be returned to the TANK CONTRACTOR without review or acceptance
with a request to resubmit on a completely checked basis. Any resulting price or schedule impact shall be the TANK CONTRACTOR’S responsibility. 

  

	 	I.	When applicable, TANK CONTRACTOR shall provide professional engineering stamps on appropriate documents. 

  

	 	J.	If the drawings and data submitted by TANK CONTRACTOR have been prepared using one of the following formats: 

  

					
	 Application Type
	  	 Standard Application
	  	File Extension
	 Word Processor
	  	 MS Word 97
	  	.doc
	 Spreadsheet
	  	 MS Excel 97
	  	.xls
	 Presentation Software
	  	 MS PowerPoint 97
	  	.ppt
	 Data Base
	  	 MS Access 97
	  	.mdb
	 CADD
	  	 Bentley Microstation 3E Rel
	  	.dgn
		  	 AutoCAD 2002
	  	.dwg
		  	 Common data exchange format
	  	.dxf
	 Graphic Format
	  	 TIFF Group IV
	  	.tif
		  	 TIFF LZW or JPEG Compressed
	  	.jpg
		  	 HPGL/2
	  	.plt
	 Portable Document Format
	  	 Adobe Acrobat 4.0
	  	.pdf

  

 12 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
 TANK CONTRACTOR shall also submit an electronic copy (in one of the media given below) of the drawings/data in the original electronic format. Acceptable media for the electronic copies is as follows: 
  

	 	•	 	electronic file in original application format via the Bechtel eRoom System 

  

	 	•	 	on CDROM using ISO 9660 or Joliet format and readable from Windows 95/98 or NT 4.0 based PC. 

 If TANK CONTRACTOR does not use the above applications and cannot save the file in one of the above formats then TANK CONTRACTOR shall save it or scan it
into a portable document format. This portable document format is a .pdf file with UNCOMPRESSED ASCII text, (i.e. text searchable) created using Adobe Acrobat. Files from DOS or other platforms for which Adobe Acrobat writers are not available will
need to be submitted in an ASCII text version along with a physical copy of the document, which will be scanned. 
 TANK CONTRACTOR shall
obtain Adobe Acrobat 3.0 or later for Windows (also available for Mac) to create the files from TANK CONTRACTOR’S existing applications where TANK CONTRACTOR does not use one of the above mentioned formats. 
 If TANK CONTRACTOR does not use one of the above applications and obtaining Adobe Acrobat is not a viable option, TANK CONTRACTOR shall submit a list of
the formats TANK CONTRACTOR uses. 
  

	6.0	DRAWING REVIEW 

  

	 	A.	Drawings and documents submitted for PURCHASER’S review will be returned to TANK CONTRACTOR with two (2) stickers on each document. One (1) sticker will indicate the
equipment tag number and PURCHASER’S TANK CONTRACTOR print log number. The second sticker will indicate, by mark, one (1) of the following review codes: 

  

			
	Code 1	 	Work may proceed.
		
	Code 2	 	Revise and resubmit. Work may proceed subject to incorporation of changes indicated

  

 13 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
  

			
	Code 3	 	Revise and resubmit. Work may not proceed.
		
	Code 4	 	Review not required. Work may proceed.

 Although work may proceed on receipt of a drawing with a Code 2 notation, TANK CONTRACTOR must
resolve the comments indicated, resubmit and obtain a Code 1 notation. Any drawing or document receiving a review Code 2 or 3 must be resubmitted until it achieves either a Code 1 or 4 review status. Final invoice will not be processed
until all drawings and documentation requirements are fulfilled. 
  

	 	B.	All TANK CONTRACTOR data will be logged in and assigned a unique log number by PURCHASER. Subsequent submittals of the same documents will receive the same log number, which was
assigned to the initial submittal, except that the submittal number will be changed. 

 For example, the initial drawing
received would be assigned: 
 

 
 On subsequent submittals, only the submittal will change. If the TANK CONTRACTOR incorporates this data into a
manual, the data becomes part of the manual and the manual is logged in and assigned its own log number. Code 1 or 4 approval of a manual does not eliminate the requirements for all individually submitted documents to receive a Code 1 or 4 review
code. 
  

 14 

 LNG STORAGE TANKS 
 SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT II - DRAWING AND DATA REQUIREMENTS 
 Status and Log Sticker Sample 
  

							
	 ̈ (1)	 	Work May Proceed.	 	 DATE RECEIVED:
  
 IMPORTANT: Permission to proceed does not constitute acceptance or approval of design details, calculations, analyses. test methods or materials developed or selected by
the supplier and does not relieve supplier from full compliance with contractual obligations.
	  	DWG. STATUS  
 SIGNED                 
  
 DATE                         
                BECHTEL

	 ̈ (2)	 	Revise & Resubmit. Work May Proceed. Subject to Incorporation of Changes indicated.	 	  
	 ̈ (2b)	 	Revise. Incorporate Changes as indicated. Resubmittal not Required. Work May Proceed.	 	  
	 ̈ (3)	 	Revise & Resubmit. Work May Not Proceed.	 	  
	 ̈ (4)	 	Review Not Required. Work May Proceed.	 	  

 It has not been determended if a second sticker like this will be used. This sticker is to track resubmittal
reasons. 
 JOB & V.P. NO 
 EQUIP. NO. 
 1.    Reason for Resubmittal Design         ̈Supplier Design         ̈Supplier
Correction         ̈Client Required         ̈Not Necessary 
  

	 	C.	Drawings or data returned to TANK CONTRACTOR for revision must be resubmitted within fifteen (15) calendar days after receipt. Resubmittals shall retain original number and
be clearly marked with revision triangles enclosing the revision number. The revision triangles shall remain as a permanent part of the document. Correspondence accompanying revised drawings and data must show TANK CONTRACTOR print log number.

  

	 	D.	TANK CONTRACTOR shall evaluate PURCHASER comments and incorporate them in a technically sound manner without affecting the progress of the Work. TANK CONTRACTOR shall request
clarification or suggest alternatives where questions of technical feasibility arise. 

  

	 	E.	TANK CONTRACTOR shall save incoming documents to a shared server within their entity upon receipt of notification. 

  

 15 

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “D” - SCOPE OF WORK 
 ATTACHMENT III - INSPECTION AND TESTING REQUIREMENTS 
  

											
	 No.
	  	 TITLE
	  	BY TANK
CONTRACTOR	  	PURCHASER
WITNESSED	  	DOC’D
RESULTS TO
PURCHASER	  	PURCHASER
COMMENTS
		  	 Fabrication & Erection
	  		  		  		  	
		  	 Material Certificates
	  	Yes	  		  	Yes	  	
		  	 Joint Preparation/Fit-Up
	  	Yes	  	Yes	  		  	
		  	 Dimensional Check
	  	Yes	  	Yes	  	Yes	  	
		  	 Nozzle Flange Finish
	  	Yes	  	Yes	  		  	
		  	 Visual Examination
	  	Yes	  	Yes	  	Yes	  	
		  	 Vacuum Box Testing
	  	Yes	  	Yes	  	Yes	  	
		  	 Radiograph
	  	Yes	  	Yes	  	Yes	  	
		  	 Liquid Penetrant Examination
	  	Yes	  	Yes	  	Yes	  	
		  	 Magnetic Particle Examination
	  	Yes	  	Yes	  	Yes	  	
		  	 Alloy Verification
	  	Yes	  	Yes	  	Yes	  	
		  	 Leak Testing
	  	Yes	  	Yes	  	Yes	  	
		  	 Hydrotest - Pump Column
	  	Yes	  	Yes	  	Yes	  	
		  	 Pneumatic Test - Piping
	  	Yes	  	Yes	  	Yes	  	
		  	 Coating/Painting/Cleaning
	  	Yes	  	Yes	  	Yes	  	
		  	 Level Survey
	  	Yes	  	Yes	  	Yes	  	
						
		  	 After Completion of Erection
	  		  		  		  	
		  	 Inspection Prior to Hydrotest/Pneumatic Test
	  	Yes	  	Yes	  	Yes	  	
		  	 Hydrotest - Inner Tank
	  	Yes	  	Yes	  	Yes	  	
		  	 Pneumatic Test - Outer Tank
	  	Yes	  	Yes	  	Yes	  	
		  	 Inspection for Insulation
	  	Yes	  	Yes	  	Yes	  	
		  	 Clean Up and Final Grading
	  	Yes	  	Yes	  	Yes	  	
		  	 Purging of Tank with Nitrogen
	  	Yes	  	Yes	  	Yes	  	
		  	 Inspection and Testing of Lighting and Socket Outlets
	  	Yes	  	Yes	  	Yes	  	
		  	 Inspection and Testing of Aircraft Obstruction Lighting System
	  	Yes	  	Yes	  	Yes	  	
		  	 Inspection and Testing of Grounding System
	  	Yes	  	Yes	  	Yes	  	

  

 16 

 EXHIBIT ‘E’ 
 FOR 
 LNG TANKS 
  

													
	 003
	  	7/19/05	  		  		  		  		  	
	 002
	  		  	REVISED AS NOTED	  	TW	  	GGG	  		  	
	 001
	  	5/12/05	  	REVISED WHERE NOTED, ISSUED FOR CONTRACT	  	GGG	  	KA	  	TW	  	SO
	 000
	  		  	ISSUED FOR SUBCONTRACT	  	GGG	  	KA	  	TW	  	SO
	 NO
	  	DATE	  	REASON FOR REVISION	  	BY	  	CK’D	  	APPR	  	APPR
				
		  	 EXHIBIT “E”
 FOR
 LNG TANKS
	  	 JOB NO.
 SUB CONTRACT NO.
	  	REV.
						
		  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  		  		  		  	003

  

					
	EXHIBIT – E July 19	 	Rev 003	 	Page 1 Of 3

 LNG STORAGE TANKS 
 SP LNG PROJECT, SABINE PASS TERMINAL 
 EXHIBIT “E” - DATA SHEETS AND DRAWINGS

  

					
	 TANK DATA SHEET
	  	 REV
	  	 DESCRIPTION

	 25027-001-MTD-24-0S101
	  	 001
 

	  	Data Sheet for LNG Storage Tanks
			
	 DRAWINGS & DOCUMENTS
	  	 REV
	  	 DESCRIPTION

	 M6-24-00210
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-101 Feed Lines
			
	 M6-24-00211
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-101 In-Tank Pumps & Discharge Lines
			
	 M6-24-00212
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-101 Instruments
			
	 M6-24-00220
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-102 Feed Lines
			
	 M6-24-00221
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-102 In-Tank Pumps & Discharge Lines
			
	 M6-24-00222
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-102 Instruments
			
	 M6-24-00230
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-103 Feed Lines
			
	 M6-24-00231
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-103 In-Tank Pumps & Discharge Lines
			
	 M6-24-00232
	  	 000
 

	  	Piping and Instrumentation Diagram – LNG Storage Tank S-103 Instruments
			
	 P1-00-00001
	  	 00D
 

	  	Site Plan – Sabine Pass, Louisina
			
	 100-SK-100
	  	P	  	Tank Top Layout – Sabine Pass, Louisiana

  

					
	EXHIBIT – E July 19	 	Rev 003	 	Page 2 Of 3

					
	 DRAWINGS & DOCUMENTS
	  	 REV
	  	 DESCRIPTION

		  		  	Toulnay-Wong Geotechnical Investigation Report For Sabine Pass and Corpus Christi (Previously Provided by B&V)
			
		  		  	 Site Specific Response Spectra
 Cheniere LNG Project,
Sabine Pass and Corpus Christi (Previously Provided by B&V)

			
	 P1K-SC-0002
	  	0	  	Phase 2 Expansion Site Plan dated on 11 July 2006

  

					
	EXHIBIT – E July 19	 	Rev 003	 	Page 3 Of 3

 EXHIBIT ‘F’ 
 FOR 
 LNG TANKS 
 [Updated Bechtel Technical specification List as of June 23 2006] 
 July19 2006

  

													
	 003
	  	19 July 06	  		  		  		  		  	
	 002
	  	23 Jun.06	  	Updated	  		  		  		  	
	 001
	  	28 Oct.05	  	Updated	  		  		  		  	
	 000
	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	DATE	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	Updated Bechtel Technical specification List as of 23 June. 2006	  		  		  		  	REV.
							
		  		  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  		  		  		  	003

 EXHIBIT ‘G’ 
 FOR 
 LNG TANKS 
 [RFI (Request for Information) List] 
 July 19 
  

													
	 003
	  	19 July 06	  		  		  		  		  	
	 002
	  	23 June. 06	  	Added the latest RFI	  		  		  		  	
	 001
	  	18 Nov. 05	  	Added 64, 65 and Listed	  		  		  		  	
	 000
	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	 DATE
	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	RFI (Request for Information) List	  		  		  		  	REV.
							
		  		  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  		  		  		  	003

																			
	RFI No.	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON REQUESTED
	 	 IMPACT
	 
	 25
	 	7/11/2005	 	Approval of the Pile Cap Top of Foundation	 	120’ was changed to
118’-6”
(Oct2005)	 		 	7/12/2005	 	1. Approval of the top of the pile cap foundation level by MHI	 	 Top of the pile cap foundation level is established at EL 120’. This is based on the information from Bechtel indicating that the highest
grade at the tank locations is at EL 114’. Establishing the grade at this elevation would meet two requirements :
 1. Minimum air gap below the
foundation at 3’-0”
 2. Mimi height of 5’ per Bechtel document 25027-001-3BD-M04-00001REV 00A, February 2005, Page 4 of 9
	 	 1. Estimation of the production pile cut off locations.
 2. Pile Cap Design
	 	MHI request to establish the top of pile cap at elevation 120’ I approved Ë 118ft6”inches, Bechtel “tie-in at BL” drawing comment (October 2005)
										
	 26
	 	7/5/2005	 	P&ID Clarification	 		 	Bechtel approved PDS 90% Model at Mar 28, 2006	 	7/12/2005	 	 MHI would like clarification on the following items on the P&ID.
 1> MHI would like to change the location of pressure gauge as attached file. {Attachment-1,2} MHI is planning 3-D Model for piping. Based on our piping layout, the changed layout is simpler and better. Please check
the P&ID
 2> Please provide us the insulation area of PRV According to Bechtel Spec, PRV do not have insulation, but Piping of PRV have it.

3> We would like to confirm “HV Valve to be mounted on top of tank” (Attachment-3)
 Which does this mean ? :
	 		 	Cost	 	 1. Bechtel reviewed the proposed alternative. As a result it is acceptable.
 2. PSV Piping Insulation. On other Bechtel projects the insulation extended 1.5M in length.
 3. The highest point LNG filling
piping.

										
		 		 		 		 		 		 	The highest point in LNG filling piping or in all process piping on support tower ?	 		 		 	
										
	 27
	 	7/5/2005	 	Piping & Valve Material Specification	 		 		 	7/12/2005	 	Please provide us data about using the “Bechtel Code”. Details of the “Bechtel Code” are not mentioned else where in this project (Attachment-1).	 		 	Cost	 	 Piping and Valve Material Specifications :
 Bechtel
specification 25027-001-3PS-PB00-F0002 provides the detailed material descriptions. This specification was placed into the eRoom today.

										
	 28
	 	7/5/2005	 	Piping & Valve Material Specification	 		 		 	7/12/2005	 	Please provide us the valve specification for Bechtel standard	 		 	Cost	 	 Piping and Valve Material Specifications :
 Bechtel
specification 25027-001-3PS-PB00-F0002 provides the detailed material descriptions. This specification was placed into the eRoom today.

										
	 29
	 	7/5/2005	 	Tank Temperature Elements	 		 		 	7/18/2005	 	 Due to Bechtel’s comment, some temperature sensors will be revised as follow;
 1)Cool-down sensors will be changed from T/C to RTD.
 2)Temperature sensors for PRV will be changed from RTD to T/C.
(Attachment-1,2)
	 		 	Cost	 	Bechtel confirmed that all temperature sensors for LNG tank applications are RTD except for the temperature sensors for PRV discharge are thermocouple type. Duplex thermocouple is also
required for PRV discharge as this may be potentially a flare application.
										
	 30
	 	7/5/2005	 	Duplex Temperature Elements	 	 The temperature sensors are duplex type.
 (July
2004)
	 		 	7/18/2005	 	MHI would like to clarify Bechtel’s request that all temperature measurement shall be provided with dual elements (duplex type. (Page 14 of 42) (Attachment-1,2) MHI propose an idea as
per Attachment-3.	 		 	Cost	 	All of these sensors can be redistributed evently and routed from the existing tank nozzles (FT1(12”), FT2(12”), FT3A(8”) & FT3B(8”) to avoid additional tank nozzles
that may be required. TE-24040 (Vapor space), TE-24024 (Feed line) and TE-24005A/B/C (Pump disch. lines) shown in MHIattachment 2 are located outside of tank and do not need to route via the four tank nozzles. MHI is to further advise. The
temperature sensors at the PRV discharge also need to be duplex type thermocouple for possible flare application.
										
	 30R1
	 	8/11/2005	 	Duplex Temperature Elements	 	R1	 		 	8/12/2005	 	MHI would like to clarify Bechtel’s request that all temperature measurement shall be provided with dual elements (duplex type. (Page 14 of 42) (Attachment-1,2) MHI propose an idea as
per Attachment-3. MHI would like to clarify the specification of temperature sensors for cool down as shown Attachment 3(rev1). The cool down sensors will use only once or a few times so that they can be single element. Please review Bechtel’s
requirement and our proposal of temperature sensor including cool down sensors (Attachment-4).	 		 	Cost	 	The temperature sensors located inside of tank are welding pad type and will be enclosed in the tank structure or insulation. They cannot be accessed for maintenance during the operation.
Therefore, duplex type is required. All of these sensors can be redistributed evently and routed from the existing tank nozzles (FT1(12”), FT2(12”), FT3A(8”) & FT3B(8”) to avoid additional tank nozzles that may be required.
TE-24040 (Vapor space), TE-24024 (Feed line) and TE-24005A/B/C (Pump disch. lines) shown in MHIattachment 2 are located outside of tank and do not need to route via the four tank nozzles. MHI is to further advise. The temperature sensors at the PRV
discharge also need to be duplex type themocouple for possible flare application. REV01. The MHI proposal - Attachment 4 is not acceptable. Dual element RTDs have always been required by the Bechtel specification and will have a very little impact
on MHI. The sheath for the RTDs goes all the way from the point of measurement to the flanged connections. Therefore if we have two RTDs in a single sheath there is no additional work inside the tank containment area.
										
		 		 		 		 		 		 		 		 		 	There will be a small purchase price increase for dual elements and the termination heads will be larger. Note that we are not requiring MHI/Matrix to wire these spares from the the RTD heads
to the Junction boxes so there will be no additional wiring or increase in JB size. If and RTD were to fail and the spare was required, the termination change would take place in the RTD head not the junction box. The spares will be physically
tagged (inside the RTD head) with the same numbers as the parent tag with the suffix “(Spare)”. We have relayed this in our comments on the MHI documents. These spare tags will not appear in the Intools Database. However the parent tag
will have a comment in the remarks section of intools indicating that a spare is available if required. The temperature sensors at the PRV discharge also need to be duplex type themocouple for possible flare application. We received a package from
MHI to review and one of the documents was the “Purchase Specification of Tank Temperature Instruments.” Be aware that MHI specified single element for the cooldown RTDs.
										
		 		 		 		 		 		 		 		 		 	We commented that they should be dual elements. Ref. VTPL-00082, 25027-001-V11-MTD0-00073.

																			
	RFI No.	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON REQUESTED
	 	 IMPACT
	 
	 30R2
	 	8/22/2005	 	Duplex Temperature Elements	 	R2	 		 	-	 	MHi would like to clarify Bechtel’s request that all temperature measurement shall be provided with dual elements (duplex type. (Page 14 of 42) (Attachment-1,2) MHI propose an idea as
per Attachment-3. {rev.1} MHI would like to clarify the specification of temperature sensors for cooldown as shown Attachment 3(rev1). The cooldown sensors will use only once or a few times so that they can be single element. Please review
Bechtel’s requirement and our proposal of temperature sensor including cooldown sensors (Attachment-4). {rev.2} We would like to know how many temperature sensors are required for cool down monitoring, which is executed only one time at
commissioning for tank life. We think 13 sensors for side wall, 11 sensors for bottom plate and 5 sensors for suspended deck is good enough even if these sensors are required to be duplicated. We will provide “Recommended Cool down
Procedure” as specified in Exhibit D Base on our experience, we do not need too much numbers of cool down sensors. In general tank has around 5 sensors for side-wall, around 5 sensors for bottom, and 3	 		 	Cost	 	The temperature sensors located inside of tank are welding pad type and will be enclosed in the tank structure or insulation. They cannot be accessed for maintenance during the operation.
Therefore, duplex type is required. All of these sensors can be redistributed evently and routed from the existing tank nozzles (FT1(12”), FT2(12”), FT3A(8”) & FT3B(8”) to avoid additional tank nozzles that may be required.
TE-24040 (Vapor space), TE-24024 (Feed line) and TE-24005A/B/C (Pump disch. lines) shown in MHI attachment 2 are located outside of tank and do not need to route via the four tank nozzles. MHI is to further advise. The temperature sensors at the PRV
discharge also need to be duplex type thermocouple for possible flare application.
										
		 		 		 		 		 		 	sensors for deck plate. We could not find duplex requirement of cool-down sensor in Tank Instrument Specification (Attachment 5), Overall Instrument specification requires duplex temperature
sensor but we do not think temporary use sensor like cool-down sensor need to be duplex	 		 		 	
										
	 31
	 	7/5/2005	 	Duplex Temperature Elements	 		 		 	7/18/2005	 	MHI would like to clarify how to use 2 elements of temperatures sensor except for leak detection sensor (TE-24034A-G). One of for ordinary monitoring, the other is for spare as same as leak
detection sensor (TE-24034A-G) ?(Page 14 of 42) (Attachment-1).	 		 	Cost	 	 Temperature
  
  
 

  
  
  
 It is correct. The above sketch is correct if the 1st junction for both Tes is outside of the
tank. Duplex (pme primary and one spare) temperature sensors shall be all brought out of tank and terminated in a temperature sensor head or a junction box for access and spare change over if the primary one is not working. Form that temperature
head or junction box (the first junction) only one pair of RTD/TC cable is required to be wired back to another field JB or the control room. The duplex sensor tag no. shall be e.g.24031AA and 24031AB and the loop No. is 24031A.

										
	 32
	 	7/5/2005	 	Radar Level Instrument	 		 		 	7/12/2005	 	MHI would like to clarify if the type of level gauge LT-24041 is Radar Type (Attachment-1.	 		 	Cost	 	YES. It is Radar type.
										
	 33
	 	7/5/2005	 	Missing Specification Page	 		 		 	7/12/2005	 	MHI would like to provide missing page between page 26 and 27.	 		 		 	The document was re-scanned and re-entered into eRoom with the missing pages.
										
	 34
	 	7/5/2005	 	Line Number Information	 		 		 	7/12/2005	 	MHI would like to know Line No, for tank S-102 and S-103 to complete the Instrument List, TAG No. for those tanks were provided in this document (Attachment-1).	 		 		 	Bechtel will provide Tag no. line no. with IFD P&ID by 29th July.
										
	 35
	 	7/12/2005	 	Discretionary Vent	 		 	Bechtel approved discretionary vent based on PDS 90% Model at Mar 28, 2006	 	7/18/2005	 	MHI were requested to prepare an updated cost estimate for Discretionary Vent by E-mail from Bechtel on 11th July 2005. MHI would like to clarify some items for above. (Please refer
Attachment-1).	 		 	Cost	 	 1. The 30”BOG control valve is not installed on the tanks. The valve is down in the pipe rack within Bechtel’s scope.
 2. A) Not in MHI scope. B) Supplied by Bechtel / installed by MHI. C) Supplied and installed by MHI. D) Supplied and installed by MHI.
 3. MHI requested that nozzles K2A-D be 12”. Bechtel approved and is changing the P&ID to12”.

										
	 36
	 	7/13/2005	 	coating Spec. for Test Piles	 		 	MHI/Zachry does not perform the coating for pile	 	7/18/2005	 	Coating specification for test piles.	 	 MHI would like to use test piles for production piles also. Test pile mix design is not acceptable to Bechtel due to presence of sulfates and
chlorides in the soll. In order to use the test piles, Bechtel indicated an option to completely coat the piles.
 Bechtel sent a draft to MHI’s use on
July 7, 2005 with the final to be sent by the week of July 11, 2005. This is a follow up request for the complete specification.
	 	Test piles are cast at the present time. The availability of the specification will enable MHI’s subcontractor to prepare for the coating the test piles.	 	Bechtel issued specification 25027-001-3PS-NXS0-F0011 Rev 0 on July 13th to MHI.
										
	 37
	 	7/13/2005	 	Approval of Test Pile Locations	 		 	MHI/Zachry issued the test pile location at SABINE Phase_2 Project	 	7/19/2005	 		 	The attached drawings indicate the coordinates for location of the test piles. The test piles were indicated in Bechtel document VPTL-00018. The drawings did not indicate the test pile
coordinates.	 	Test piles are cast at the present time.	 	The test pile locations submitted with this RFI are NOT acceptable. The Scope of Work requires 21 indicator piles. The MHI plan is attempting to utilize 12 closely grouped reaction piles as
indicator piles. This is not acceptable because the indicator piles must be distributed within the tank foot print. Bechtel will accept a minimum of 13 indicator piles distributed as marked on the attached sketch. The requirements for PDA testing
and static testing are not changed by any reduction in the number of indicator piles. MHI must revise the Pile Test Plan Drawings to correct the pile locations. Please include the plant coordinates for the tank centerline on the
drawings.
										
	 38
	 	7/13/2005	 	Approval of Test Pile Mix Designs	 		 		 	7/18/2005	 	Approval of Test Pile Mix Design (Attachment indicates the ultimate test pile mix design discussed with Bechtel on Friday, July 8, 2005).	 	MHI would like to use test piles for production piles also. Test pile mix design is not acceptable to Bechtel due to presence of sulfates and chlorides in the soll. In order to use the test
piles, Bechtel indicated an option to completely coat the piles. This is a follow up request for approval of the mix with the understanding that if the test piles are to be used for production piles, they will have to be completely
coated.	 	Test piles are cast at the present time.	 	 The mix design is NOT approved because of the use of Type III cement as discussed previously with Rama Challa. Any piles utilizing this mix design
will have to be coated in accordance with the Bechtel specification to be utilized as production piles. Piles cast with this mix design and not coated may be utilized as test piles, however, they must be cut off and not utilized as production
piles.
 Note: Not final, we confirm Phase 1.

																			
	RFI No.	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON REQUESTED
	 	 IMPACT
	 
	 39
	 	7/13/2005	 	Approval of Test Piles	 		 	MHI/Zachry issued the test pile location at SABINE Phase_2 Project	 	7/19/2005	 	Formal Approval of the testing for the test piles.	 	We have discussed the usage of the test piles as production piles as indicated in SPLNG-RFI-0036 thru 0038. However, we need formal approval from Bechtel.	 	Test piles are cast at the present time.	 	 Any piles utilizing the deficient mix design will have to be coated in accordance with the Bechtel specification to be utilized as production
piles. Piles cast with this mix design and not coated may be utilized as test piles, however, they musy be cut off and not utilized as production piles.
 Note: Not final, we confirm Phase 1.

										
	 40
	 	7/13/2005	 	Piping Stainless Steel Material Grade	 	Reply R1:A304 or 304 w/0.03% max C.	 		 	2005/7/19 Rev.1	 	 Class No Piping material has been specified as dual grade A304/A304L in Bechtel Project Specification for piping materials
3PS-PB00-F0001.
 Bechtel specification 25027-001-3PS-MTD0-F---1 in Section 5.4.1 indicated A304L material for all piping near product or product
material.
 We would like clarification on usage of A304.
	 		 	Will affect the piping design and purchase specification.	 	Piping material must be A304L or 304 with 0.03% max C.
										
	 41
	 	7/13/2005	 	Document Review Period	 		 		 	7/18/2005	 	 Exhibit B Section 7.4.1 (b) defines that review od critical items will be performed by CONTRACTOR and returned to the subcontractor in 14 days for
critical items and 30 days for non-critical items.
 For subsequent submittals, Exhibit B Section 7.4.1 (d) defines that review od critical items will be
performed by CONTRACTOR and returned to the subcontractor in 14 days for critical items and 30 days for non-critical items.
 We would like to request if
subsequent submittals review period could be expedited to 7 days for critical items and 15 days for non-critical items.
	 	This will help in accelerating the schedule.	 		 	 The Contract review periods will not be changed. MHI should request expedited review for critical items.
 Note that Bechtel Code 2 review allows “work to proceed” subject to incorporation and resubmitted. MHI should proceed without waiting for subsequent submittal
and review.

										
	 42
	 	7/13/2005	 	Loading combinations	 		 		 	7/20/2005	 	 Bechtel Spec. 25027-001-3DR-S04F-0001 Rev.000 on page 4 of 8 requires other load combinations per ASCE 7-02.
 Bechtel Spec. 25027-001-3DR-S04F-0002 Rev.000 on page 14 of 32 requires the load combinations and allowable stresses per AISC manual of steel construction.
 We understand that AISC is to be used in load combinations for the structural element design and that ASCE 7 to be used for cases other than those specified in ASIC
manual. Please clarify.
	 	Using AISC load combinations and stresses with allowable increase of 1/3 is most appropriate for the design of structural elements used in this project.	 	Will affect the design of the structural elements.	 	 Specification 25027-001-3DR-S04-0001, Sect.3.3 specifying ASCE 7 governs for load combinations and allowable stresses. ASCE 7 is the standard
called out in 49CFR.
 Specification 25027-001-3DR-S04-0002, Sect.3.16 will be revised to be consistent with Specification 25027-001-3DR-S04F-0001 for load
combinations and allowable stresses while allowing the use of Allowable Stress method as an alternative to LRFD. Advance copy of change in the specification attached.

										
	 43
	 	7/13/2005	 	Tank Internal Ladders	 		 	MHI/Zachry design a internal ladder for inner tank.	 	7/18/2005	 	Bechtel MTD-24-0S01-0 on page 3 of 3 requires two sets of stainless steel internal ladders from outer roof to suspended deck. Since inner tank has one stairway, we suggest providing one set
of internal ladder.	 	Ease of construction. Cist saving to Client.	 		 	Rev 1 of the tank data sheet calls for (1) galvanized carbon steel ladder from the roof to the suspended deck and (1) stainless steel ladder from the suspended deck to the inner tank bottom.
Please use the current data sheet.
										
	 44
	 	7/13/2005	 	Conditions 28	 		 		 	7/18/2005	 	Bechtel’s review of MHI document DA-G 1006, preliminary support loading data indicated that the tower to be braced to the compression ring of the outer tank per FERC Conditions 28.
Please provide FERC Condition 28.	 	To enable tower design.	 		 	See attached FERC Condition 28.
										
	 45
	 	7/13/2005	 	Piping Material Color Code	 		 		 	7/18/2005	 	Please provide Bechtel Specification 3PS-PB-F0003, piping material color code.	 	To enable tower design.	 		 	The specification was placed into the eRoom on July 18th.
										
	 46
	 	7/27/2005	 	VRV Piping Specification	 		 		 	7/27/2005	 	MHI would like to confirm if ASTM A216 WCB is acceptable for the Vacuum Breaker line material. Please refer to “25037-0D1-V11-MTD0-00037”.	 	Piping material spec “3PS-PB-F0001” indicates that VB line to be N0, But the previous B&V Spec indicated carbon line.	 	Cost	 	Bechtel agrees that the line can be carbon steel. The vacuum relief inlets attach directly to the CS tank roof and do not extend into the inner tank space and therefore will not be exposed it
the low temperatures below the insulation deck. Bechtel will change the pipe spec fir these lines/valves to carbon steel (A1). Also, based on the same reasoning the tank top vent (GPL-24285), and the pilot inlets on the PSV’s (GPL-24264, 24266,
24268, 24270) will be changed to carbon steel (A1) as well.
										
	 47
	 	8/2/2005	 	Remote Tank Indicators at Tank Jetty	 	The scope is deleted (Nev, 2005)	 		 	8/2/2005	 	MHI would like to clarify the number of remote indicators od tank level at Jetty. Per the attachment, Bechtel requires 6 remote indicators. Per Exhibit “D” sec 2.7, MHI planned 3
remote indicators, e.g. 1 remoter indicator for each tank. Enclosure: Attachment 1 indicating 25027-001-V11-MTD0-00047 and Exhibit D, Section 2.7.	 	Clarification between contract and the subsequent correction.	 	Cost	 	We have east and west jetties. Both jetties are to be provided with a remote indicator of each tank level. That’s why we need to have a total of 6 tank level indicators as marked on the
review print.
										
	 48
	 	8/2/2005	 	Cryogenic Buttery Valves	 		 	MHI/Zachry design the piping design based on proposal P&ID.	 	8/5/2005	 	MHI would like to clarify the number of Cryogenic butterfly valves per P&ID Revision 00D. A separate and complete valve list based in the P&ID Revision 00D will follow in the middle
of August for formal approval.	 	Due to the long lead time for cryogenic butterfly valves, we appreciate a review of the number of butterfly valves required.	 	Cost	 	Item #18” valves for vacuum relief isolation, These valves are not cryogenic valves. The remaining valves are listed correctly.
										
	 49
	 	8/2/2005	 	P&ID Rev 00D Changes	 		 	Bechtel provided the P&ID (Rev000) for issued construction.	 	8/16/2005	 	MHI has reviewed the Revision 00D of the P&ID. The following indicates the difference between P&ID. Revisions C and D. Please review the items indicated in the notes. See
attachment.	 	To finalize P&ID.	 	Cost	 	See attached. Bechtel responses has been added in the right hand column.
										
	 50
	 	8/15/2005	 	Cryogenic Valve Extensions	 		 		 	8/16/2005	 	 MHI was informed as follows regarding butterfly valve’s additional requirements. On cryogenic valves, Bechtel standard practice is to use
manufacturer’s standard stem extensions that meet or exceed BS6364, ie, 10 in minimum. However, on this project the Owner has specified minimum length of 18” from top of flange. MHI would like to confirm the followings,
 1. The above increased stem length should be additional requirement.
 1. Could
you please provide revised Bechtel’s specifications or issue Sub Contractor Change Notice ?
 Is the additional requirement of stem length applied for
limited to butterfly valves, and is it nor for all cryogenic valves ?
	 	MHI would like to finalize the butterfly valve purchase specification and then to place P/O in a week in order to keep the delivery schedule of cryogenic valves. In these days delivery time
of large cryogenic valves is very tight.	 	MHI have been expecting Cost and Schedule Impact.	 	The specification requires the stem extension. MHI must comply with the specification.
										
	 51
	 	8/15/2005	 	Spill Pan Down comer	 	Down-comer pipes for spill protection is required. Bechtel will provide “Change notice” (Nov 2005)	 		 	8/16/2005	 	 Area down-comer pipes for spill protection required in lieu of chute from spill pan ? In a cryogenic meeting on 10th August with regard to a
different project, FERC requested Cheniere to conduct aplit LNG safely to sump or trench in any conditions and if there are any possibilities for split LNG to touch the outer tank side wall or pipe support tower, down-comer pipe is required instead
of chute from roof platform. Also FERC said, “In Sabine project, the final drawings of spill control shall be submitted to FERC incorporating FERC comments and that FERC does not accept the chute of spill pan.”
 MHI submitted chute type of spill pam after the initial Sabine Pass FERC cryogenic though Bechtel, getting preliminary acceptance from Cheniere and
Bechtel.
	 	We would like to start down-comer pipe design after Bechtel’s disposition about the issue and the associated cost impact.	 	Cost Impact	 	The Cryogenic Review conducted last week does not apply to SPLNG. No changes for SPLNG are anticipated at this time.
										
	 52
	 	8/18/2005	 	Cable Tray Routing	 		 	Bechtel approved cable try routing based on PDS 90% Model at Mar 28, 2006	 	8/24/2005	 	MHI would like to know routing of power and signal cables from outside of tank battery limit, for example cable tray on the pipe rack or cable pit. Cable tray is preferable for
MHI.	 	MHI need the information in order to determine equipment arrangement and cable routing. For each tank MHI would like to install junction boxes and wire up cables on the right side of support
tower (Attachement-1).	 	Schedule	 	The routing of Power and signal cable from outside of the tank battery limit will be thru cable tray running on the pipe rack at elevation151’6”. As discussed in the meeting with Y.
Umehara, the power and instrument junction will be located in a common shelter on the East side of the support tower. The instrument and power cable trays provided by the subcontractor to the JB shelter, shall have space for routing electrical and
instrument home run cables.

																			
	RFI No.	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON REQUESTED
	 	 IMPACT
	 
	 53
	 	8/22/2005	 	Support Tower Loading Combinations	 		 		 	8/24/2005	 	 RFI042 addressed the loading combinations. For the design of the support tower structural members, we intend to use LRFD3 rd Edition in accordance
with ASCE 7-02 Section 2.3. ASCE 7-02, seismic condition refers to a maximum considered earthquake (MCE) representing a ground motion with 1 2 percent probability of exceedance in 50 years (ASCE 7 seismic maps are based on NEHRP 1997), SSE is a more
severe earthquake representing a ground motion with 1 percent probability of exceedance in 50 years. SSE or OBE are not specifically in the design of the support tower for the seismice cases:
 1. OBE condition with LRFD load combination : 1.2D + 1.0E (OBE) + L
2. SSE condition with LRFD load combination : 1.0D + 1.0E (SSE)
	 	MHI would like to finalize the support tower design.	 		 	For design of the support tower structure, the seismic force per ASCE 7-02 should be used, in lieu of OBE & SSE. From the Project Seismic Hazard Report by ABS Consulting, the IBC seismic
design separate are shown in Fig 18. Specifically the Sds & Sd1 are defined as follows.; Sds = 0.18g (@0.2sec) & Sd1 = 0.12g (@1sec)
										
	 54
	 	8/25/2005	 	Design Criteria for Electrical Systems	 		 		 	8/30/2005	 	 The above specification refers to the following documents:
 1. 3PS-E00Z-F0001 Electrical Equipment Testing and Commissioning
 2. 3PS-JQ00-F0001 Wiring for Instruments and Computers
 We currently have the following similar documents:
 1. 3PS-E00X-F0001
Electrical Equipment Testing and Commissioning
 2. 3PS-JQ00-F0003 Wiring for Instruments and Computers
 Please confirm which document to use.
	 	 1. 3PS-E00X-F0001 is the correct number.
 2.
3PS-JQ00-F0003 is the correct number.
	 		 	
										
	 55
	 	8/24/2005	 	Cost & Schedule Impact of Water Quality	 		 		 	8/29/2005	 	MHI in Form Q of the proposal dated on November 24, 2004 have indicated deficiencies in the available water from the water quality report. These deficiencies have to be remediated prior to
the water being used hydrostatic testing.	 	We would like to confirm test water quality. Presence of contaminants will affect the material used in construction. After confirmation of the water quality, MHI will issue hydrostatic test
procedure.	 	Cost and Schedule impact if something does not meet the water quality requirements.	 	Paragraph 3.4. Of the Subcontract Exhibit D states that water complying with Appendix Q of API 620 will be provided. A copy of API 620 paragraph Q.8.3 is attached. Method of remediation is
unknown at this time. MHI is responsible for filtering and pumping the water. Pumping rates are determined by MHI/Matrix.
										
	 56
	 	8/25/2005	 	Temperature Sensors / Monitoring System	 		 		 	8/30/2005	 	Please provide us with Bechtel’s requirements for sensor numbers of bottom insulation temperature monitoring system.	 	 1) NFPA 59A paragraph 4.1.7.5 provides the requirement for the bottom insulation temperature monitoring system. This does not specify the number
of sensors required but leaves it to the designer .
 2)DLLC proposed to one temperature sensor at the center of slab foundation with explanation sheet on
July based on our experience. Bechtel approved verbally on July.
 3)We reviewed other European code about this matter, but we could not find about the
numbers as the client request through Bechtel. Moreover European codes need not to be applied for this project.
	 	Cost and Schedule	 	 NFPA 59A paragraph 4.1.7.5 states; “A tank bottom temperature monitoring system capable pf measuring the temperature on a predetermined
pattern over the entire surface are in order to monitor the performance of the bottom insulation and the tank foundation heating system (if provided) shall be installed. This system shall be used to conduct a tank bottom temperature survey 6 months
after the tank has been placed in service and annually thereafter,...”
 MHI’s attempt to install one (1) temperature element clearly does not meet
the intent of this paragraph. Bechtel believes that the temperature monitoring system should have the same number of temperature sensors as the tank bottom cool down system.

										
	 56R1[
	 	9/2/2005	 	Temperature Sensors / Monitoring System	 	R1	 	Bechtel will approve the five bottom sencer.	 	9/9/2005	 	 Please provide us with Bechtel’s requirements for sensor numbers of bottom insulation temperature monitoring system.
 To respond Bechtel’s comments on 29th Aug, we propose 5 temperature elements to monitor the performance of the bottom insulation as specified by NFPA 59 A 4.1.7.5 as
Attachment 1, 2. Please provide your approval to it.
	 	 1) NFPA 59A paragraph 4.1.7.5 provides the requirement for the bottom insulation temperature monitoring system. This does not specify the number
of sensors required but leaves it to the designer .
 2)DLLC proposed to one temperature sensor at the center of slab foundation with explanation sheet on
July based on our experience. Bechtel approved verbally on July.
 3)We reviewed other European code about this matter, but we could not find about the
numbers as the client request through Bechtel. Moreover European codes need not to be applied for this project.
	 		 	
										
	 57
	 	8/26/2005	 	Design Schedule and Cost	 		 	Bechtel approved PDS 90% Model at Mar 28, 2006	 	9/5/2005	 	 1) Please provide the meaning of symbol at flange on tank. We do not find it Bechtel specification.
 2) Please provide reason for the expended length of BL line until bottom. The length is changed from P& ID 00C. The BL line is a servo type level instrument stilling
well, but the sensor is LSHH. Please reconfirm the length of BL Line.
	 	 1) Design Schedule
 2) Cost
	 	Cost and Schedule	 	 1. The symbol shown at the valve indicate the preferred pressure end of the valve (the high pressure side).
 2. A stilling well is required only a fer feet below the high level set point. MHI should provide a design that provides for adequate functionality of the instrument. MHI
should submit installation details showing how the instrument and stilling well are to be installed.

										
	 58
	 	8/26/2005	 	Potential Impact on the Design	 		 		 	10/4/2005	 		 		 		 	
										
	 59
	 	9/6/2005	 	Potential for Accelerated Corrosion	 		 		 	10/4/2005	 	 MHI in their proposal RFP No. 9544-811-HC1-MTD0-00001 Dated November 24, 2004 have clarified that the MHI proposed coating shall leave an
unpainted 4” margin along all plate edges that will be welded in the field (See Note 6 in the attached Bechtel Specification).
 We would like a review
of the bottom coating requirements on the bottom side of the outer tank bottom plate by Bechtel coating and corrosion specialists to see if the bottom coating of the outer tank bottom plate be completely eliminated. Typical LNG practice in the
United States is not to provide any coating on the bottom side of the outer tank bottom plate.
	 	1) Potential for accelerated corrosion in the unpainted areas.	 	Cost and Schedule	 	The bottom coating may not be deleted. The tank bottom must be coated as specified.
										
	 60
	 	9/7/2005	 	Specification to Quote Cost & Apply Drawings	 		 	The scope was eliminated	 	9/13/2005	 	MHI request the specification of cable for infrared camera on the tank (Between camera and Junction Box).	 	MHI need that specification to quote cost and to apply tank E&I drawings.	 	Cost and Schedule	 	The camera system has not yet been designed and therefore, the camera and cable specifications are not yet available. Bechtel will provide the specifications by the end of
October.

																			
	RFI No.	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON REQUESTED
	 	 IMPACT
	 
	 61
	 	9/8/2005	 	Information for Design and Estimate	 		 	Bechtel provided the P&ID (Rev000) for issued construction.	 	9/13/2005	 	 MHI request the information for P&ID (00D) as follows.
 1> Please provide us the pipe size for NI-24236-A1-N.
 2> Please provide us the pipe size for PI 24066
 3> Please provide the valve size for tank of snuffing tank. What purpose of these valve ?
	 	MHI need the information for design and estimate.	 	Cost and Schedule	 	 1. The PSV has not yet been sized. For estimating purposes, assume a 1” inlet and 1.5” outlet.
 2. The pressure gauge inlet will be 3/4”
 3. The valves on the nitrogen
tank will be 2” and serve as vent and drain valves respectively.

										
	 62
	 	10/5/2005	 	Valve Material for Level Gauge and Purge Line Pipe	 		 		 	10/5/2005	 	 The PMS (Piping material specification) is not specified clearly for following valves. MHI suggests carbon steel for the material of following
valves for (S -101).
 •    Level gauge (servo type) (CL1):VV-241431
 •    Level gauge (radar type) (CL2):VV-241430
 •    Level, temperature, density gauge (AL):VV-241432
 •    High-high level alarm gauge (BL):VV-241433
 •    Pressure gauge nozzle (AP):VV-2414543, 241454, 241455
 •    Pressure gauge nozzle (PP) :VV-241456, 241457, 241458
 •    Pressure gauge nozzle (CP):VV-241459, 241460
	 	Cost	 	Cost and Schedule	 	 1. Bechtel agrees that the listed valves may be carbon steel.
 2. Bechtel agrees the nitrogen purge line may new carbon steel (A1) except under the bottom insulation and inside the inner tank where the material must be stainless steel (NO).

										
		 		 		 		 		 		 	The PMS (Piping material specification) is not specified clearly for nitrogen purge line. MHI suggests carbon steel material for nitrogen purge line (A1) except under bottom insulation and
inside inner tank.	 		 		 	
										
	 63
	 	10/5/2005	 	Type of Internal Stairway	 		 	MHI/Zachry design a internal ladder for inner tank.	 	10/11/2005	 	 MHI is proceeding with the design of providing an internal stairway spanning between two pump colimns from the base of the inner tank to the
suspended deck. Two attachments are provided with this RFI. Attachment 1 is the excerpt from the Specification. Attachment 2 is a drawing submitted to Cheniere in the early stages of the project.
 MHI would like to replace the internal stair spanning between two pump columns with one spiral stairway mounted on the spare pump well. We will ensure that spiral
stairway would not meet all the requirement from OSHA. In our opinion, this will save time on the schedule.
	 	MHI need the Bechtel’s approval in order to proceed with the design. Once the design is complete, an estimate can be made of the cost and schedule savings.	 	Cost and Schedule	 	Bechtel and the Owner prefer to keep the stairway spanning between two pump columns as originally conceived. There are several objections to a spiral stairway.
										
	 64
	 	11/16/2005	 	DOWN COMER PIPE	 		 	MHI designs the down comer size 20”	 	11/18/2005	 	 MHI is proceeding with the design of providing gutter type downspout from spill pan to grade for the spill protection pan as requested by Bechtel
in the PDS modeling meeting dated November 14, 2005.
 MHI would like to present the attached drawing SK-6 for a conceptual sketch for spill
protection.
	 	MHI need the Bechtel’s approval in order to proceed with the design. Once the design is complete, an estimate can be made of the cost and schedule savings.	 	Cost and Schedule	 	The downspout should be design similar to the downspout provided by MHI for the Egypt LNG project. Refer to drawing MD-A04A4-010 attached.
										
	 65
	 	11/17/2005	 	FIREWATER PIPING	 		 	Bechtel approved firewater piping besed on PDS 90% Model at Mar 28, 2006	 	11/18/2005	 	 During the PDS modeling meetings, we were advised to use firewater access for cleanup of purple K. However, fire water piping was deleted by
Bechtel. Please advise if the firewater piping is to be reinstated for firewater access from the PRV & VB platform.
 MHI would like to present the
attached sketch from PDS modeling as a conceptual sketch.
	 	MHI need the Bechtel’s approval in order to proceed with the design. Once the design is complete, an estimate can be made of the cost and schedule.	 	Cost and Schedule	 	Firewater is required only at the Pump and Instrument platforms. No water is required at the PRV platform. Submit the resolution of the model review comment accordingly. Provide cost deduct
for deleting 8” piping to each PRV platform.

  

	***	Also including Technical Clarification Sheet revisions up to and including July 11, 2005. 

																			
	 RFI No.
	  	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	  	 REQUEST FOR INFORMATION (RFI)
	  	 INFORMATION TO
SUBCONTRACTOR

	  	 	 	 	 	  	 INFORMATION REQUESTED
	  	 REASON REQUESTED
	  	 IMPACT
	  
	66	  	12/12/2005	 	LNG TANK	 	Rev.2	 		 		  	Engineering Specification LNG Storage Tanks, section 7.1.5 requires 100% radiography of outer tank compression ring splices. This is not API 620 requirement. Can 100% UT be substituted for
100% RT? The UT procedure both technique and acceptance criteria will be developed by MHI and submitted for review.	  	MHI need the Behctel’s approval in order to proceed with the design. Ultrasonic inspection amy be performed from the top side of the compression ring. Whereas, RT requires access from
both sides. If UT is acceptable, this will offer the opportunity to shop assemble the compression ring to the thickened top shell course providing the opportunity to deposit higher quality & higher productivity welding in a shop environment.
This also eliminates the radiation hazard associated with RT.	  	Cost & Schedule	  	UT is acceptable. As stated above, the UT procedure-both technique and acceptance criteria must be developed MHI and submitted for review.
										
	67	  	12/12/2005	 	LNG TANK	 	Rev.1	 		 	12/15/2005	  	Engineering Specification LNG Storage Tanks, section 5.6.6 requires Foam Glass for piping insulation. Can we use Glass wool in lieu of foam glass?	  	Ease of installation and long term durability.	  	Schedule	  	Foamglass insulation is required. Glass wool is not acceptable.
										
	68	  	12/13/2005	 	LNG TANK	 	Rev.00D	 		 	12/27/2005	  	SPLNG Straine Details, We are working with vendors with regard to providing a strainer shown on the P&ID drawings for a NO 6” PL-LNG Liquid at 275 psig and at-265 deg.F. Our vendors
have enquired about the percentage of solids present in the LNG liquid(ppm). This is probably dependent on the source from which LNG is coming from (Atlantic Basin, Trinidad etc.). What is the maximum expected amount of solids, the strainer is
required to strain?	  	To define parameters to the Vendors.	  	Schedule	  	 The amount of solids is unknown. The strainers should be fabricated in accordance with the following:
 1) 6” Basket strainer to meet NO pipi spec
 2) Basket -316 SS 1/8”
dia, X 3/16” perforated plate with 100-mesh screen(0.045 wire size)

										
	70	  	1/27/2006	 	LNG TANK	 		 		 	1/31/2006	  	SPLNG: Suspended Deck Suspension Rods Bechtel specification 5.2(LNG TANK SPEC) requires the suspension deck suspension rods to be 304L. We plan to use turn buckles on some of the areas which
have penetration sleeves. Request if the Tumbuckles can be in Type 316 material. See attached excepts. 1) 3PS-MTD0-F0001-LNG STORAGE TANKS Section 5.2 2) MHI drawing indicting the suspended deck suspension rods.	  	Tumbuckles are only available in Type 316 material.	  	Schedule for Completion of suspended deck drawings	  	316 SS is acceptable for the turnbuckles.
										
	71	  	2/2/2006	 	LNG TANK	 	Rev.002	 		 	2/6/2006	  	SPLNG: Please review the attached information on the valves/ We are considering the valve to be welded based on the Bechtel PIDs M6-24-00210-P&ID Tank S-101-Feed Lines Rev00D &
M6-24-00211-P&ID Tank S-101-P+Dis Lines Rev00D attached. However, the Bechtel piping standard assembly detail VD4, on 3PS-PB00-F0001 piping materials indicate that the two inch ball valves need to be flanged. Please clarify.	  	Conflicting Information between the PID and the Piping Material Spec.	  	Schedule for completion of modeling	  	The valves must be welded. The Bechtel details for Assembly VD4 will be corrected upon the next revision.
										
	72	  	2/6/2006	 	Outer Tank Bottom Plate Coating	 		 	MHI/Zachry does not perform a coal tar emulsion be used for the bottom coating.	 	2/9/2006	  	MHI in their proposal RFP No.95448-811-HC1-MTD0-00001 Dated November 24, 2004 have clarified that the MHI proposed coating shall leave an unpainted 4” margin along all plate edges that
will be welced in the field(See Note 6 in the attached Bechtel Specification). Note 6 of Bechtel Specification recommends a coal tar emulsion be used for the bottom coating. MHI proposed using attached AMERCOAT 1972B coal tar epoxy coating in lieu
of the coal tar emulsion.	  	1) Substitution of the coal tar emulsion with the coal tar epoxy coating.	  	Cost and Schedule	  	Coal Tar Epoxy isna n acceptable substitute for coal tar emulsion on the under side of tank bottoms provided the surface ins abrasive blast cleaned and the coal tar epoxy is applied in
accordance with the manufacturer’s instructions, and it is applied at a dry film thickness comparable to that specified for the coal tar enamel (Appendix B,Note 6,20 to 30 mils). Note that Hempel has been selected to supply all coating
materials for SPLNG at an established price available to all of our suppliers. Therefore, the request to use coal tar epoxy is acceptable but Matrix should use the specified Hempel products.
										
	73	  	2/13/2006	 	Pump Stage	 	Rev.2	 		 	2/15/2006	  	Accuracy of 16”V-Cone Type Follow Elements, FE24004A/B/C,24204A/B/C will be ±2% in accordance with the Manufacture’s(MacCrometer’s)standares.	  	Since no specific requirements in described in Project Specification for General Design for Instrumentation(25027-001-3PS-JQ6-F0001 Rev.000) we intend to apply the
manufacturer(McCrometer)standards.	  	Cost impact+2%accuracy is not accepted.	  	±2% accuracy in accordance with the Manufacture’s(McCrometer’s)standarads for FE24004A/B/C, 24104A/B/C, 24204A/B/C for B-cone flowmeters ins acceptable. MHI to submit
vendor sizing calculations to Bechtel for review.

																																			
	 	 	 	 	 	 	 	 	 	 	 	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY
 DATE
	 	 INFORMATION REQUESTED
	 	 REASON
REQUESTED
	 	 IMPACT
	 
	74	 	2/13/2006	 	Pipe Cap Concrete	 	Rev.2	 		 	3/1/2006	 	 Specification 3PS-DB01-F0001-Furnish Deliver Ready Mix Concrete Rev002 indicates in Specction 3.1.5 that use of Fly Ash is required
for all mixtures. We request for clarification if Fly Ash requirement is required for the Pile Cap Concrete.
	 	Our understanding is the fly ash requirement is required due to potential reactions in the concrete due to wet and dry environment created in the found. As the pile cap is constructed at a
minimum 3 feet of air gap between the top of the ground and the bottom of hte pile cap, intrusion of moisture form the found into the pile cap isn minimal.	 	-	 	In accordance with the specification, fly ash is required in all concrete mixes. Bechtel will consider elimination fo the fly ash in the pile cap concrete upon the submittal of a sound
technical justification and an acceptable concrete mix design.
										
	75	 	2/20/2006	 		 	Rev.00D	 		 	2/28/2006	 	 MHI would like to move 1”TE24024” from 42 unloading line to 36 unloading line, and b) add another 1”TE” on
36’ unloading line due to piping layout, I.e.2”TE24024” and “TE” are installed on 36’ unloading line. Reason and background of our proposal are as follows; In case 2”TE24024” &”TE” are installed
on each 36’ unloading line, we can use the stage already planned for HV 24021/24022 and check 2 at the same time. If we keep proceeding iwht the current plan that “TE24024” are installed in 42’line, we need to arrange for the
stage for “TE24024’ installed on 42’ unloading line in narrow space (We will design to use stage of 36’ flow mater, But now the plan is suspended) and also it’s inefficient and difficult for checking and maintenance of
it.
	 	Cost and Engineering schedule.	 	Design Schedule	 	The request to add a second temperature is not acceptable to Behctel. A platform is not required for access to temperature elements. However, the temperature elements should be located close
to PIT-24023 which does require accessibility.
										
	76	 	3/2/2006	 		 	Rev.002	 		 	3/3/2003	 	 12” and 6” spacers (both Class 150) are not listed on blind/spacerset of Ppe Class A1 of Piping Materials. 12” spacer
is required on line nos. 12”-PL-25179-NO-C8.0” (min flow recycle form send-out pumps) and a 6” spacer is required on 6”-GPL-24285-A1-N(tank roof center vent).
	 	12” and 6” spacers have to be specified for purchase.	 	None	 	The Piping Specification is correct. Utilize the Spectacle Blind called out on the line above-see attached markup.
										
		 		 		 		 		 		 	The process data for the following pipe lines are to be informed.	 		 		 	
																		
	77	 	3/2/2006	 	 	 	Rev.00D	 	 	 	3/3/2006	 	 No
	 	 Line Number
 (S-101)
	 	 Fluid
	 	 Flow rate
	 	 Temp.
	 	 Press
 (psig)
	 	 Density
	 	 Viscosity
 (cP)
	 	 Purpose
	 	(Bracketed
Figures) are of
preliminary.
Bechtel is
kindly
requested to
review them.	 	Design
Schedule	 	Utilize the attached
Line Designation
Tables(LDTs) for all
process data. The
LDTs will be formally
issued via the eRoom.
	 	 	 	 	 	 	1	 	 42” PL-24200-NO-C9.5”
 (Receiving
Line)
	 	LNG	 	(1200m3/h?)	 	-265° F	 		 	0.489	 	(0.126?)	 	Calculation of Thermo Well TE-24024	 	 	 
	 	 	 	 	 	 	2	 	 6”-PL-24202-NO-C7.0
 (Spray Line)
	 	LNG	 		 	-265° F	 		 	0.489	 	(0.126?)	 	Calculation of Orifice FE-24027	 	 	 
	 	 	 	 	 	 	3	 	 16”-PL-24210-NO-C8.5”
 16”-PL-24220-NO-C8.5”
 16”-PL-24230-NO-C8.5”
 (Pump Discharge Line)
	 	LNG	 	(977.5m3/h?)	 	-265° F	 	(115)	 	0.489	 	(0.126?)	 	 Calculation of Thermo Well
 TE-24005A/B/C
 TI-24008A/B/C
 Calculation of V-Cone
 FE-24004A/B/BC
	 	 	 
	 	 	 	 	 	 	4	 	 16”-RA-24281/2/3/4-NO-N
 (PSV)
	 	Methane	 		 		 		 		 		 	Calculation of Thermo Well TE-24061/2/3/4	 	 	 
	 	 	 	 	 	 	5	 	 16”-N124241-NO-N
 (N2)
	 	Nitrogen	 		 		 		 		 		 	Calcuation of Thermo Well TI-24086	 	 	 
										
		 		 		 		 		 		 	MHI would like to confirm that the combination of Nozzle and Thermo Sensors for Cool Down as follows:( See attached)	 		 		 	
															
	78	 	3/2/2006	 	 	 	Rev.002	 	 	 	3/3/2006	 	 Nozzle
No.
	 	 Nozzle
 Size
	 	 Tag. No.
 of Themos
 Sensors
	 	 Purpose
	 	 Number
 of Thermo
 Sensor
	 	 Remarks
	 	In order to
balance the
Number of
Thermo
Sensors,5
sensors for
Suspended
Deck Cool
Down are
combined with
those for
Bottom Cool
Down.
Please
refer to EA-
I1602(Rev.001),
EA-
I1603(Rev.001)	 	Design
Schedule	 	Note 5 on P&ID M6-
24-00212 Rev 000
documents previous
agreements for
temperature element
and nozzle
arrangements. Please
comply with this note
or
explain why it
needs to change.
	 	 	 	 	 	 		 		 	TE-24032 A to L	 	Bottom Cool Down	 	11 (Double Elements)	 		 	 	 
	 	 	 	 	 	 	FT1	 	12”#150 RF	 	TE-24033 A to E	 	Suspended Deck Cool Down	 	5 (Double Elements)	 	16 Elements in total at Nozzle FT1	 	 	 
	 	 	 	 	 	 	FT2	 	12”#150 RF	 	TE-24031 A to N	 	Side Wall Cool Down	 	13 (Double Elements)	 	13 Elements in total at Nozzle FT2	 	 	 

																									
	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION REQUESTED
	 	 REASON
REQUESTED
	 	 IMPACT
	 
	80 Rev.1	 	3/28/2006	 		 		 	 MHI/Zachry will propose the coating
 under bottom PL
 later.
	 	3/31/2006	 	1.MHI proposes on using Hemplel’s Coal Tar Epoxy 119 US for coating the underside of the outer tank bottom plate instead of Hemplel’s Coal Tar Expoxy LTC15130. Product data
of proposed coat tar epoxy is attached for your review and approval. 2.The following are the surface preparation, base coat and the final coat on the bottom plate	 	MHI’s painting subcontractor suggested using Coal Tar Expoxy 119US because it offers some application and performance advantages with the same surface preparation.	 	None	 	Two more things must be confirmed before this is acceptable: 1 Confirmation that the preconstruction primer will be cleaned prior to application of the coal tar epoxy per the 3/1/06 e-mail from
Trevor Neale(this is not addressed in the RF) 2 Technical support from Hempel stating that the coal tar epoxy can be applied up to 30 mils in one coat and will cure properly. The attached product data sheet is somewhat vague on thickness but does
not support a 30 mil application in one coat. 30 mils is almost twice the recommended thickness of 16 mils per coat. Alternatively it would be acceptable if the coal tar epoxy was applied in two or more uniform coats to a thickness of 20 to 30
mils.
													
		 		 		 		 		 		 		 	i	 	SURFACE PREPARATION	 	SP-10	 		 		 	
		 		 		 		 		 		 		 	ii.	 	BASE COAT	 	0.6 to 0.8 mils Hempel 15890 Shop Primer	 		 		 	
		 		 		 		 		 		 		 	iii	 	FINAL COAT	 	20 TO 30 mils Hempel Coal Tar Expoxy 119 US	 		 		 	
										
	81	 	3/28/2006	 	Instrument Stage	 		 		 	3/31/2006	 	 MHI is now evaluating the venders of pump lifting devise. The experienced vendors for LNG pump lifter cannot procure the ASTM material
for main parts(drum, jib, hoist etc.) However they are providing material equivalent to ASTM A36, ie.JIS SS400 or BS EN10025-S355J2G3. MHI requests acceptance of the JIS SS400 and BS EN10025-S355J2G3 instead of ASTM A36. Please refer to the attache
file and below table for chemical composition and mechanical strength.
	 	None	 	Cost	 	The alternate materials are acceptable. (There appears to be a typo in the Phosphorus % for the BS spec)
										
		 		 		 		 		 		 	 Material Data
	 		 		 	
	  	 	 	 	 	 	 	 	 	 	 	 	 	 	 ASTM A36
	 	 JISG3101(SS400)
	 	 BS EN10025(S 355J2G3)
	 	 	 	 	 	 
		 		 		 		 		 		 	Tensil strength [Mpa]	 	400-500	 	400-510	 	490-630	 		 		 	
		 		 		 		 		 		 	Yield strength [Mpa]	 	250	 	254	 	250-355	 		 		 	
										
		 		 		 		 		 		 	 Chemical comportment
	 		 		 	
	  	 	 	 	 	 	 	 	 	 	 	 	 	 	 ASTM A36
	 	 JIS
G3101(SS400)
	 	 BS EN10025(S 355J2G3)
	 	 	 	 	 	 
		 		 		 		 		 		 	Carbon, max, %	 	0.25	 		 	0.20	 		 		 	
		 		 		 		 		 		 	Manganese, %	 		 		 	1.60	 		 		 	
		 		 		 		 		 		 	Phosphorus, max, %	 	0.04	 	0.05	 	0.55	 		 		 	
		 		 		 		 		 		 	Sulfur, max, %	 	0.05	 	0.05	 	0.035	 		 		 	
		 		 		 		 		 		 	Silicon, %	 	0.40 max	 		 	0.035	 		 		 	
		 		 		 		 		 		 	Copper, min, %	 	0.20	 		 		 		 		 	
		 		 		 		 		 		 	when copper steel is specified	 		 		 		 		 		 	
										
	82	 	3/28/2006	 	Tank Field	 		 	The scope was eliminated	 	3/29/2006	 	Bechtel is requested to confirm the MHI proposal concerning the Fire&gas system as follows; 1) List of Drawings for Fire & Gas System 2) Scope of Works for Gas Detectors 3)
Thermo Sensors for Fire and Gas System 4) Contents of the Wiring diagra, Arrangements, Installation D rawings of the Instrumentation for Process & Utility 5) Cable Tray for Fire & Gas System Please refer to the attached document in
detail.	 	To progress detail design	 	None	 	See responses as marked on attached.

																			
	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY
 DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION
REQUESTED
	 	 REASON
 REQUESTED
	 	 IMPACT
	 
	83	 	3/30/2006	 	Tank Field	 		 		 	3/31/2006	 	 1. Concrete Placement Temperature per the 3PS-DB01-F0001-Furnish & Deliver Ready Mix Concrete Rev002 is restricted to a maximum valve of 90
deg. F at the discharge point of the conveying vehicle. MHI is developing a contingency plan for provision of concrete it there a failure of the batching plant. The potential vendors involved in development of the contingency plans have indicated
that the concrete temperature at the discharge might exceed 90 deg.F.
 2.Our review of the existing literature indicates that the placement temperature be
between 75 deg. F and 100 deg.F (see for example the extract from ACL 207.2 R Attached)
 3. MHI would like to request increase in the limitation on the
maximum temperature to enable development of the contingency plans.
	 	To develop contingency plans if the batch plant fails	 	None	 	Bechtel will not accept a temperature exceeding 90F. Contingency plans should include batch testing of mix designs that meet all specification requirements including delivery
temperature.
										
	84	 	4/3/2006	 	Tank Field(Conduits for Electric and Instrumentation cables)	 		 		 	4/3/2006	 	 1) The rigid type conduits will be used for the electrical equipments such as Lighting Fixtures, Junction Boxes, Distribution Boards as per
Bechtel’s requirements. These procedures will be indicated in the related drawings.
 2) The flexible conduits will be used for the inserting portion of
In-line transmitters, Level Transmitters, Head of Thermal sensors in order to facilitate the maintenance work. These procedures will be indicated in the Hook Up Drawing.
	 	None	 	None	 	The Clarification described above is acceptable. Length of the flexible conduit (for maintenance purpose) at the portion of the in -line instruments shall not exceed the code (NEC)
requirements.
										
	85	 	4/19/2006	 	Instrument Stage	 	Rev.000	 		 	4/19/2006	 	 1) Servo Type Level Transmittars(LIT 24049/24149/24249) are provided with a local indicator on it as MFR’s standard. (Refer to attached
drawing) RADAR Type Level Transmitters (LIT24041/141/241)are NOT provided with a local indicator on it as MFR’s standard. Thus, Bechtel to confirm if an additional local indicator is necessary or not since local level indicator will be located
in the Instrument Stage.
 2) Bechtel to confirm if local level indicators are to be provided underneath of the Tank(near JB) since local indicators are not
located there so far but located on the Instrument Stage as per Owner’s requirements dated on 02-Dec-2005.
	 	None	 	None	 	1) A local level indicator for the radar level transmitter is required. 2) Local level indicators must be located on the tank top instrument platform.
										
	87	 	4/19/2006	 	Pump Cable Seal Piping from Ebarra	 	Rev.002	 		 	4/19/2006	 	A 1 inch diameter carbon steel header for nitrogen system is suggested to the P&ID to facilitate distribution of nitrogen to be pump cable seals for ease of operation. (We need Behctel(s
approval to compete the BQ)	 	 1) There is only one main nitrogen pipe(6”-NI-39111-A1-N) to connect the 1/2” stainless steel tubing. Its distance from the pump cable
seals, especially those on Pump Wells M1 and M2,would require long stainless steel tubing runs. Also, the 4 branch connections, including that for Spare Pump Well M4,plus the2 nitrogen hose station pipes(1”-NI-39185-A1-N
and1”-NI39186-A1-N)would result in cowding of branch connections on the 6” nitrogen pipe.
 2) Nozzle N3c is located on top side of pipe. Simply
providing a vent protector/vent screen will allow ingress of rainwater into the cable seal pipe. A goose neck tubing is recommended to which vent protector(plug vent) could be attache.
	 	None	 	1)MHI should route and install the nitrogen supply to the pump cable seals in the most proctical and economic manner. Any combination of piping or tubing meeting this requirement is
acceptable. The sketch attached to the RFI is acceptable. Note that there is a nitrogen line(2”-NI-24245) already routed to each pump discharge that ma be closer than the 6” header. 2) Utilize an angled vent or gooseneck as
appropriate.

																			
	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY
 DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION
REQUESTED
	 	 REASON
 REQUESTED
	 	 IMPACT
	 
	88	 	4/25/2006	 	Pump Well Headplate by Ebarra	 	000 A-For Approval	 		 	5/1/2006	 	Nozzle N9A-C(2”)for pressure indicators PI-24054A-C are missing from pump well head plate provided by Ebarra. We need Bechtel’s confirmation to identify instrumentation.	 	P&ID M6-24-00212 shows Nozzle N9A-C for pump well s M1-M3 where PL-24054A-C are to be connected. Ebarra dwg. R7000905 doesn’t show this nozzle. These items have not been modeled
yet.	 	None	 	The nozzles N9A thru D are not on the headplates but on the pump columns. Please see tank data sheet MTD-24-OS101 and the original B&V P&IDs. MHI to locate the nozzles on the side of
the pump columns.
										
	89	 	5/9/2006	 	LNG Pump Vibromenter Cable	 		 		 	5/12/2006	 	We received instructions of Cable to use the BELDEN catalogue for “P/N 9366 #16 Shielded 2T”cable for LNG Pump Vibromenter at E&I meeting held on March 16’06. In the
results of our investigation, the number of triads available for this part number is not available 2T but 1T. See attached file “Belden part number 9366” below. Please confirm part number for WAG # 16.2T cable at the earliest.	 	None	 	None	 	Bechtel confirms to use P/N 9366 only which is 1T. MHI should provide two(2) 1T cables for 2T requirements.
										
	90	 	5/9/2006	 	Discretionary Vent	 		 		 	5/12/2006	 	Please confirm about meeting contents of March 16. We were directed that was attached to PV24056A/PV24156A/PV24256A,Discretionary Vent Control Valves” “Solenoid
Valves(PY	 		 		 	The solenoids are provided by Bechtel on the control valves. See attached data sheet JVD-JV09-24056A. MHI scope is to provide and install wiring from the solenoids to the junction
boxes.
										
	91	 	5/9/2006	 		 	Rev.000	 		 	5/12/2006	 	1) Scope of Supply of the Temperature Sensors 2) Associated Transmitters for the Temperatures Sensors 3) Description of INSTRUMENT LIST	 	To clarify Bechtel requirements	 	None	 	See reply marked on attached.
										
	92	 	5/9/2006	 		 	Dated 17-March-2006	 		 	5/15/2006	 	(MOM Item 1-20) Bechtel is requested to send MHI the Bechtel Standard of Hook Up Drawings.	 	Hook Up Drawing is necessary to progress the detail design for instrumentation.	 	None	 	Bechtel’s instrument Installation Details that have been issued to -date are attached. These details are provided for your information only. MHI retain responsibility for the correct
installation of tank instrumentation.
										
	93	 	5/9/2006	 		 	Dated 17-March-2006	 		 	5/12/2006	 	 1)(MOM Item 1-9) Bechtel is requested to inquire EBARA and to inform MHI to install vibration sensor on the pump barrel for reference.

2) (MOM Item 1-12) Bechtel is requited to confirm that IT/IE24012A are not installed in the tank field but installed in MCC.( To confirm that, no cables will be
necessary in the tank field).
	 	Necessary for progress in the detail design of instrumentation.	 	None	 	1) See attached Ebara documents. 2) Confirmed.

																			
	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY
 DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION
REQUESTED
	 	 REASON
 REQUESTED
	 	 IMPACT
	 
	94	 	5/9/2006	 		 	Rev.002	 		 	5/19/2006	 	 1) Bechtel is kindly requested to complete the attached LNG Manager Request For, which the manufacturer (Whessoe) needs to order the software
license for Data Acquisition System (DAS).
 2) Please let us know to where and when the PC or PC simulator to be sent in order to test the signal interface
during DCS Factory Acceptance test. In this connection, we are pleased to inform that the DAS is planned to complete by the end of 2006.
	 	MHI has no information concerning the manufacturer of the DCS.	 	None	 	 1) See attached LNG Manger Software Request Form- completed by Owner.
 2) The PC simulator with the database should be sent to Yokogawa at the following address. Attn: JimGalloway of Yokogawa Corporation of America at 12530 West Airport Blvd., Sugarland, TX77478.
 NOTE: Factory Acceptance TEst(FAT) is scheduled to begin to September 12,2006 and will be completed no later than November 30,2006.
 Note : Do not ship the entire Whessoe system to Yokogawa-only the PC simulator with the register and the database. The rest of the system should ship directly to the
jobsite.

										
	95	 	5/9/2006	 	LNG TANK	 	Rev.2	 		 	5/10/2006	 	Engineering Specification LNG Storage Tanks, section 7.1.5 requires 100% radiography of outer tank compression ring splices. This is not an API 620 requirement. Can this requirement be
waived?	 	MHI need the Bechtel’s approval in order to proceed with eh design. If waiving of RT is acceptable, we will review and advise impact on the schedule.	 	SCHEDULE	 	The requirement for 100% radiography can not be waived. Bechtel may consider substituting UT in lieu of the RT.
										
	96	 	5/15/2006	 	Instrument Stage	 		 		 	5/14/2006	 	We would like to confirm the diameter of pipe header of N2 injection for water hammer mitigation Bechtel indicated that diameter may be reduced from 16 to 12, if 37 feet is provided for the
header. DLLG is proceeding with design using 37 as shown in attachment-1. We would like to reduce the heaer to 12 in diameter. Please confirm and revise Bechtel’s P&ID M6-24-00211.	 	The length is increased 37 to accommodate future line.	 	None	 	The P&ID has been changed-see DCN M6N DK 00125 issued May 2,2006.
										
	97	 	5/15/2006	 	Instrument Stage	 	Rev.3	 		 	5/19/2006	 	Bechtel requested in the Wiring Diagram that the Cool Down Thermo Sensors TY24031 TY24032 TY24033 are not connected to Servo type Level transmitter (LE24055) in order not to mix them into SIS
system. Whessoe confirmed that the Bechtel’s requirement could be realized provided that a transmittar is added on the loop1 and 2 in order to centralize cool down thermo sensor information. DLNG would like to propose TY24031 TY24032 TY24033
are connected to LE24055 for the following reason: The RS485 bus o LT/LE24049 and LE24055 is permitted to connect up to five(5) devices as Whessoe’s standard. MHI Proposes to connect eight(8) local devices as follows; Item 1: Three(3) devices,
such as TY24031 TY24032 TY224033 will be connected to LE24055. Item 2: Five(5) devices, such as TY24237/24238/T124237A/T1238A/L124249A will be connected to LE24049 as maximum. We need Bechtel’s confirmation.	 	To proceed with the Design	 	No cost impact for item1, Additional cost impact for item2, in addition to the transmitter Cost, Instrument List, Schematic Diagram, Winning Diagram, Arrangement fo Instrumentation,
Connection diagram will be modified in accordance with the Whessoes information.	 	TY-24031/TY240032/TY-24033 are originally connected to LE-24049 on MHI document EA-I1501-2 Rev 2 and nothing connected to LE-24055. Bechtel only requested to change LE-24055 from Displacer
type to Servo type level sensor. Separation of SIS signal in conduit, junction boxes, etc is necessary to avoid accidental shutdown during maintenance of Non-SIS loop. Refer to paragraph 12.4.3 of Specification 25027--001-3PS-JQ06-F0001
Specifications for General Design for Instrumentation”.
										
	98	 	5/18/2006	 	Instrument Stage	 		 		 	5/18/2006	 	We would like to confirm the missing data of Piping material Specification (attachment-2) DLNG assume the length 13” between thermo instrument and pipe in case of 8.5-9.5 of
insulation.	 	We design to need the length for construction.	 	None	 	Bechtel has revised the piping specification including drawing P9-PB00-00004 to show 7”-9” insulation requires a 12” spool piece flange for N0 pipe class (see attachment).
MHI/MHI should also use a 12” extension for the 9.5” insulation. MHI/Matrix must verify the Thermo well wake frequency calculation in accordance with ASME PTC 19.3. For Bechtel thermo wells with 12” extensions, the extensions failed
the calculation. We therefore required the thermo well vendor to include a collar support design.
										
	104	 	5/30/2006	 	LNG Tank	 		 		 	5/31/2006	 	Please review the attached outer tank top wind girders. The angle supports are utilized to provide for temporary supports to the wind girder as the top wind girder is utilized as a scaffold
for the tank shell erection. We would like to use the angle supports as the permanent supports in lieu of the gussets.	 	We would like to have Bechtel’s disposition about the issue.	 	Schedule for preparing angle gussets.	 	Bechtel has no objection in using angle braces to support the tank wind girders provided they meet API 620 Requirements.

																			
	 RFI No.
	 	 DATE
	 	 DESCRIPTION
	 	 REVISION
	 	 currently
	 	 REPLY
 DATE
	 	 REQUEST FOR INFORMATION (RFI)
	 	 INFORMATION TO
SUBCONTRACTOR

	 	 	 	 	 	 	 INFORMATION
REQUESTED
	 	 REASON
 REQUESTED
	 	 IMPACT
	 
	105	 	5/30/2006	 	LNG Tank	 		 		 	5/31/2006	 	Please review the attached calculation regarding outer tank wind gifrders. The calculations meet the requirement of API-620. MHI has concurred that the wind girder vertical leg can be
reduced. The design calculations will be formally modified after Bechtel’s agreement to go ahead wih the change.	 	We would like to have Bechtel’s disposition about the issue.	 	Schedule for bending the plate	 	The dimensions of wind girders are the responsibility of MHI. Bechtel has no comment as long as their sizes meet the requirements of API 620. Calculations and drawings should drawings reflect
the actual as-built dimensions.

 EXHIBIT ‘H’ 
 FOR 
 LNG TANKS 
 [Technical Clarification Sheet] 
 July19 
  

													
	003	  	19July06	  		  		  		  		  	
	002	  	23 June. 06	  	Up dated	  		  		  		  	
	001	  	20 Dec.05	  	Up dated	  		  		  		  	
	000	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	 DATE
	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	 Technical Clarification Sheet
	  		  		  		  	REV.
							
		  		  	 SP LNG PHASE 2 EXPANSION TERMINAL PROJECT
	  		  		  		  	003

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	1	  	Seismic Condition for tank design	  	“Seismic Hazard Assessment of the Planned LNG Terminal Sites in Corpus Christi and Sabine Pass, Texas” (Aug. 2003) is based on NFPA 59A (2001). Please note that Horizontal and Vertical
OBE and SSE UHS at Sabine Pass LNG site (Response Spectrum) may have changed based on the newly issued NFPA 59A(2006).	  	We have assumed the original site seismic requirements also apply to Phase II. Please confirm.	  	NFPA (2001) is applicable code. NFPA (2006) is not applicable.	  	None
						
	2	  	Documents and Drawings for approval	  	 We would like to propose the following procedure for document submittal.
 We will submit same drawings & documents to Cheniere/EPC for Construction for the Phase II tanks once we received approval from Bechtel for Phase I tanks.
 If we make a change to the Phase I tank its details or its calculation, we intend to submit revised drawings and documents to Cheniere/EPC for approval.
	  		  	Agreed.	  	None
						
	3	  	Exhibit D Attachment II 5.0 J Electronic copy in original format	  	We will submit PDS modelling in native format however other drawings and documents will be in pdf. Format.	  	 We cannot confirm the applicability of our work product to any other project.
 We refer Owner to your indemnification of us in GC 41.7.
	  	Drawings will be provided in native format; however, the agreement will be signed with respect to this matter.	  	None
						
	4	  	Exhibit D – Section 1.0 – Description of Work – General	  	The scope of work for this contract includes...three 160,000 m3 net capacity, above ground, single containment, LNG Storage Tanks...	  	The scope is based on two 160,000 m3 LNG Storage
Tanks.	  	Agreed.	  	None
						
	5	  	Exhibit D – Section 2.4 – Utility Stations	  	SUBCONTRACTOR shall design and supply...three (3) Utility stations consisting of Plant Air, Instrument Air, and Nitrogen	  	We design and supply for each tank Two (2) Utility Stations consisting of Plant Air and Nitrogen, not Three (3) Utility Stations, since instrument air is sent directly to instrument (not through
utility station)..	  	Agreed	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 1 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	6	  	Exhibit D – Section 2.5	  	We would like to confirm that Cathodic protection don’t need in the same way as the present phase 1 or need in accordance with the Geotechnical Report.. If the Cathodic protection
don’t need, we would like to confirm that other measures is needed We assume that there is not Cathodic protection for Phase1, and we exclude the Cathodic protection from the estimate for Phase2.	  		  	 Agreed the omission of Cathodic protection.
  
 The Owner will provide the other measure if any for Phase1.
	  	None
						
	7	  	Exhibit D – Section 2.5 – Concrete Supply	  	The supply of the concrete shall be by SUBCONTRACTOR.	  	 The scope is based on using the existing Dunham-Price batch plant on site to provide ready-mix concrete of sufficient strength and quality for the
tank foundations.
  
 Also, the scope assumes that the batch plant is sized to support
phase 1 and phase 2 concrete pours so as not to preclude progress on phase 2 tanks. We reserve the right for equitable schedule relief (day-for-day) should the phase 2 foundations delayed due to phase 1 interference.
	  	 Agreed; however, it is expected that TANK CONTRACTOR will provide the appropriate schedule information such that Phase 2 concrete pours can be
coordinated with Phase 1 concrete pours.
  
 Furthermore, it is expected that the
TANK CONTRACTOR will coordinate the supply of concrete for the pile cap, including the appropriate contingency plans should the batch plant be unavailable.
  
 PURCHASER will not accept any schedule relief claims due to TANK CONTRACTOR’s failure to make appropriate plans for concrete pours.
	  	None
						
	8	  	Exhibit D – Section 2.7 – Instrument/Control Systems	  	SUBCONTRACTOR shall perform calibration tests for all instruments at site.	  	The scope includes calibration for instruments designated as supplied by Diamond LNG within the battery limits of the tank on the P&I Diagrams.	  	Agreed.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 2 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 9
	  	Exhibit D – Section 2.8.8 – Lightning System	  	SUBCONTRACTOR shall developa lightning protection diagram	  	The scope does not include lightning protection.	  	Agreed.	  	None
						
	 10
	  	Exhibit D – Section 3.1 – General	  	SUBCONTRACTOR shall supply all necessary supervision, labor, camp, construction, ...	  	The scope does not include provisions for a labor camp.	  	Agreed.	  	None
						
	 11
	  	Exhibit D – Section 3.1 – General	  	Multiple references to CONTRACTOR/SUBCONTRACTOR	  	The scope assumes that DLNG & ZCC will contract directly with Cheniere. The references to CONTRACTOR/SUBCONTRACTOR should be modified to reflect the contracting strategy.	  	Exhibit D documents to be revised to reflect phase 2 contract.	  	None
						
	 12
	  	Exhibit D – Section 3.1 – General	  	SUBCONTRACTOR is to be aware that during tank erection, other subcontractors, who will be installing piperack foundations, piperack steelwork, pipe work, and the central sump, will require
access.	  	The proposal assumes that we will have unobstructed access to the tank area, the laydown facilities, and our site offices at all times. This includes the installation of the berms that surround
the tank areas. We assume that the construction of the berms will not interfere or block construction traffic to/from the work areas, the laydown areas, and movement between Tanks #4 & #5.	  	Whereas unobstructed access cannot be guaranteed, Diamond LNG/ZCC can expect reasonable access to the laydown facility, site offices, parking area, and work areas. We will coordinate tie-in
with Bechtel.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 3 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	13	  	Exhibit D – Section 3.1 – General	  	Special reference is made to CONTRACTOR’s Safety and Health Plan, as detailed in “Exhibit B, Appendix B-2”. All work requirements shall be performed in accordance with this
Plan.	  	 The scope assumes that all work will be in accordance with Zachry’s SHE&S plan. Furthermore, we assume that the ZCC SHE&S plan is of
similar nature to the plan referenced in “Exhibit B, Appendix B-2.”
  
 Please
note, the scopel assumes that the phase 2 tank construction will not require personnel to be in fire retardant clothing, special respiratory equipment, or that a daily work permitting system will be in place for phase 2 tanks while phase 1 tanks are
operational.
	  	Agreed, for TANK CONTRACTOR construction work areas. However, for all other common areas TANK CONTRACTOR will be required to follow overall project HS&E Plan.	  	None
						
	14	  	Exhibit D – Section 3.3 – Site Preparation	  	 After early clearing and rough grading by CONTRACTOR, SUBCONTRACTOR shall perform any other site grade activities to suit its own requirements for
construction.
  
 CONTRACTOR will perform rough grading as required...to provide
SUBCONTRACTOR a suitable initial surface for construction.
  
 SUBCONTRACTOR is responsible
for the maintenance of the parking and laydown areas.
	  	 The scope does not include site preparation, site grading, or site improvement activities.
  
 The scope assumes that the CONTRACTOR will provide a tank area that is graded for drainage and
stabilized to support construction traffic, including improvements such as a base course surface, access roads, and heavy haul roads.
  
 The scope does not include the installation or maintenance of the parking and laydown areas.
  
 Please refer to attached sketch detailing the necessary requirements for construction access, laydown
areas, and haul roads.
	  	 Agreed. All final grading and surface improvements will be provided.
  
 The planned parking, laydown, and work areas have been noted and described within Exhibit B,
SC-4.
  
 Diamond LNG/ZCC will maintain area specifically used by us. Bechtel will
maintain roads and common access to work area laydown and parking.
	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 4 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	15	  	Exhibit D – Section 3.3 - Site Preparation	  	The soil in tank construction area would be stabilized to a depth of 14ft (4.5m) below the existing surface by the Client. The stabilized soil are to have a minimum unconfined compressive
strength of 25psi(172kN/m2) by the Client.	  		  	Stabilization of work area, laydown & parking and access road by Cheniere/Bechtel	  	None
						
	16	  	Exhibit D – Section 3.3 – Site Preparation	  	SUBCONTRACTOR shall incorporate into its design the elevations shown on the Civil Site Development Drawings, provided by CONTRACTOR.	  	 The scope does not include site preparation, site grading, or site improvement activities.
  
 The scope assumes that the CONTRACTOR will be responsible for final grading and final surface
improvements.
	  	The tank contractor will be responsible for the final grading underneath the tank.	  	None
						
	17	  	Exhibit D – Section 3.3 – Site Preparation	  	SUBCONTRACTOR shall provide a procedure to handle Hazardous Substances.	  	The scope does not include mitigation of any underground obstructions or contaminated soil that may be encountered during foundation installation.	  	Agreed.	  	None
						
	18	  	Exhibit D – Section 3.3 – Site Preparation	  	CONTRACTOR/OWNER will work to mitigate permit restriction for noise impacts caused by extended pile driving.	  	The scope does not include any special noise abatement for pile driving operations or other general construction noise.	  	Agreed.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 5 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	19	  	Exhibit D - Section 3.4 - Tank	  	Finished grade Level of concrete after foundation is expected to be at the same level as the present phase I tanks. ie at elevation +118’-6”. And Geotechnical investigation report
shows the present ground surface level with about +16 ft. We would like to confirm that relation of the plant standard point level and the level of the Geotechnical investigation report. We suppose the relation to be +112’-6” = +16ft. If
the relation is not right, we must change the length of pile and ground surface level.	  		  	 The existing ground elevation in the tank area is at approximately +16ft. After stabilizing the soil Bechtel remove the top 3.5ft and use it to
construct the tank containment dikes. Thus the final design grade becomes +12.5ft. We add 100ft to this final grade so that we are always working with a positive number - thus the design grade shown on the drawings is +112.5ft.
  
 The elevation of the inner tank bottom shall be the same in Phase 1.
	  	None
						
	20	  	Exhibit D – Section 3.4 – Tank	  	Tank foundation including...finishing of concrete.	  	 The scope does not include rubbing or any other special aesthetic finishes for the tank foundation.
  
 The scope does include pointing and patching the concrete foundation to remove tie-holes and other
surface abnormalities.
	  	Agreed provided that TANK CONTRACTOR will repair any surface damage to piling and pile cap. Aesthetic finished are not required.	  	None
						
	21	  	Exhibit D – Section 3.4 – Tank	  	All welders must pass a welder’s qualification test procedure...	  	The scope assumes that welders will be tested and qualified in accordance with ASME section IX.	  	 Agreed.
  
 All welders will be qualified in accordance with ASME section IX. Past certifications will not apply.
	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 6 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 22
	  	Exhibit D – Section 3.4 – Tank	  	All radiographs shall be made available to CONTRACTOR for review upon request.	  	The scope assumes that digital radiography will be an acceptable form of NDE. Should digital radiography not be acceptable, we reserve the right to adjust our proposal price and
schedule.	  	Digital radiography is acceptable provided that it is of acceptable quality for an LNG facility.	  	None
						
	 23
	  	Exhibit D – Section 3.4 – Tank	  	SUBCONTRACTOR is responsible for hydrotesting of inner tank and monitoring of foundation/tank settlements during hydrotesting. Hydrotest water will be available in a holding pond 4000 feet from
the tanks. Water will comply with API 620 Appendix Q. SUBCONTRACTOR shall filter and pump the water...and return the water upon completion.	  	 The scope includes the costs for pumping the water to/from the tanks; however, due to the lack of information on the water chemistry and composition
we are unable to define the extent of filtering and/or additional treatment. Therefore, the proposal does not include filtering or water treatment of the hydrotest water. The proposal shall be adjusted upon definition of the filtration and/or
treatment requirements.
  
 Furthermore, the scope assumes that water will be available at
a rate of 10,000 m3 per day.
	  	 The estimation includes general filtration, but not special filtration.
  
 Cost of special filtration, if required, will be added later.
  
 Research is being conducted to define the level of filtration that should be expected based on
Phase 1 operations.
  
 The hydrotest water will be available at a minimum flow rate
of 6,500 m3 per day to support the Phase 2 hydrotest schedule.
	  	None
						
	 24
	  	Exhibit D – Section 3.9 – Painting	  	Ladders, cages, and grating shall be galvanized...all other structural steel parts shall be painted in accordance with the specification.	  	The scope assumes that all structural steel members will be conventional hot dipped galvanized.	  	Agreed.	  	None
						
	 25
	  	Exhibit D – Section 3.9 – Painting	  	Concrete shall be coated for protection in accordance with the Specification....	  	The scope does not include any concrete coatings.	  	Agreed.	  	None
						
	 26
	  	Exhibit D – Section 3.11 – Electrical	  	Install lightning protection system for tanks.	  	The scope does not include a lightning protection system.	  	Agreed.	  	None
						
	 27
	  	Not applicable	  		  		  		  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 7 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	28	  	Exhibit D – Section 7.5 – SUBCONTRACTOR’s Jobsite Office	  	One office for CONTRACTOR’s personnel, fully equipped.	  	The scope assumes that Bechtel will be on site for phase 1 and phase 2 and will be providing their own offices. The proposal does not include office provisions for Bechtel.	  	Agreed.	  	None
						
	29	  	Exhibit D – Section 7.7 – Other Temporary Facilities/Services	  	Temporary access to and around SUBCONTRACTOR’s Tank construction site, including temporary storm and construction water drainage....	  	The scope does not include any provisions for storm water drainage.	  	Agreed. Permanent storm water drainage is not required. The Tank Area will be graded to drain by others; however, it is expected that the TANK CONTRACTOR will provide pumping of casual
rainwater within the tank area into ditches provided by others.	  	None
						
	30	  	Exhibit D – Section 7.7 – Other Temporary Facilities/Services	  	Daily Transportation to/from Jobsite	  	 The scope assumes that the Cheniere will provide an adequately sized employee parking facility located within walking distance to the phase 2 work
area.
 The scope does not include bussing or offsite parking accommodations.
	  	Agreed . The scope has been revised to include daily transportation of craft to the worksite in accordance with Exhibit B, SC-4.	  	None
						
	31	  	Exhibit D – Section 7.7 – Other Temporary Facilities/Services	  	Guard/Security	  	The scope assumes that the jobsite will be controlled by the Cheniere’s security service and security fencing.	  	The site will be controlled by a perimeter fence and a guard service, but the phase 2 contractor is responsible for the security of his work area and laydown area.	  	None
						
	32	  	Not applicable	  		  		  		  	None
						
	33	  	 SPLNG LNG TANK SUBCONTRACT NOTES FOR NEGOTIATIONS FOR 4th TANK .
  
 Article 1:Current
revision (

) of Exhibits D & E dated October 20, 2005 are attached.
	  	We confirmed Exhibit D and E (Rev002).	  		  	Agreed.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 8 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	34	  	Not applicable	  		  		  	Same as Item_1	  	None
						
	35	  	 Ditto
 Article 3:The reference to the
Geotechnical Report should be changed to the new report completed this summer.
	  	We confirmed.	  		  	Agreed.	  	None
						
	36	  	 Ditto
 Article 4: The CTLNG FERC Cryogenic
Review comments are not yet included in the scope of work for the first three tanks.
	  	We need exact requirement from Cheniere for FERC CTLNG review in order for us to estimate the change if any.	  	 The following changes are included in our proposals request from FERC for CTLNG comments.
 -   36” flange located at the top of inlet line.
 -   Down comer pipe.
	  	Agreed; however, additional FERC Comments may be received and incorporated after contract award.	  	To be confirmed
						
	37	  	 Ditto
 Article
5: The Discretionary Vent is shown on the P&IDs as “HOLD” and is not yet in the scope of work for the first three tanks.
	  	Discretionary vent finalized by Bechtel with their P&ID rev.000 dated February 17, 2006.	  	Please refer to Item62 of this sheet.	  	Follow phase 1.	  	See item 62
						
	38	  	 Ditto
 Article 6: Add a Dry Chemical System to
the tank PRV tailpipes. Bechtel will issue specification 3PS-MTDO-F00002.
	  	Dry chemical system is not included in our proposal at this stage.	  	Dry chemical is not finalized in SPLNG_1 yet. This will be future change.	  	Fire gas system (Dry chemical) will be added later.	  	To be confirmed later
						
	39	  	 Ditto
 Article 7: Add specification
3PS-PV00-F00001 “Testing Valves for Cryogenic Service”. (Current scope of work requires the Subcontractor to develop his own spec.)
	  	We confirmed.	  		  	Agreed.	  	None
						
	40	  	 Ditto
 Article 8: Add specification
3PS-CP00-F00001 “Prestressed Concrete Piles”.
	  	We confirmed.	  		  	Agreed.	  	None
						
	41	  	 Ditto
 Article 9: Add the Painters Trolley?
– Owner Option.
	  	Painters Trolley is not included.	  		  	Agreed.	  	None
						
	42	  	 Ditto
 Article 10:Clarify that all temperature
elements must be Duplex Type.
	  	Duplex temperature elements are included.	  		  	Agreed.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 9 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 43-1
	  	 Ditto
 Article 11:Clarify that the tank bottom
insulation monitoring system must have at least 5 temperature elements.
	  	5 elements bottom monitoring are included.	  		  	Agreed.	  	None
						
	 43-2
	  	 Ditto
 Article 12: Clarify that all stairs must
be at least 36” width. (Bechtel drawing 25027-001-SS-000-00012 specifies 30”.)
	  	Stairs have 36” clearance, but tread is 32”width.	  		  	Agreed.	  	None
						
	 44
	  	 Ditto
 Article 13: Clarify that all tank
nozzles must be flanged.
	  	Tank can be isolated with flanges and open spacer on sub rack in Bechtel scope area.	  	Need confirmation with Cheniere.	  	Follow phase 1.( Phase2 P&ID for both tank and terminal is the same as Phase 1 )	  	None
						
	 45
	  	 Ditto
 Article 14: Clarify that the DAS must
communicate with both (2) jetties.
	  	This request is cancelled by Bechtel with design change notice for Sabine Pass Phase 1.	  		  		  	None
						
	 46
	  	 Ditto
 Article 15: The specification revisions
listed in Exhibit D are the basis of the subcontract.
 In many cases these specifications have been revised to make cosmetic changes that do not
impact the subcontractor. Therefore, be aware that the current subcontract does not include the most current project specification revisions.
	  	Our estimation is based on Exhibit F-J in our proposal dated January 12, 2006.	  	-	  	Agreed.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 10 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 47
	  	General	  	Temporary Power/Water/Phone	  	The scope includes an allowance for the provision of construction power, water, and phone service. We recognize that infrastructure will be in place to support phase 1 & 2 activities and
believe that it is beneficial to utilize the existing utilities rather than duplicating the costs for stand-alone utilities.	  	 The construction power and phone service for the office and warehouse area will be supplied by Bechtel as per Exhibit B SC-4.
  
 TANK CONTRACTOR will provide construction power generators in the LNG Tank area.
  
 PURCHASER will provide diesel fuel for the main generator at the day tank.
  
 The TANK CONTRACTOR should supply water for construction and potable water for field
employees.
	  	None
						
	 48
	  	 General
	  	Construction Dock	  	 The scope assumes that we will be granted permission to ship materials to the Cheniere-provided construction dock and be provided reasonable access
to receive materials.
  
 Furthermore, the scope assumes that the Cheniere will provide a
crane with an operator for unloading materials at the construction dock.
	  	Agreed.	  	 None

						
	 49
	  	 General
	  	Background Checks	  	The scope does not include costs associated with performing background checks on employees or potential hires.	  	Agreed.	  	 None

						
	 50
	  	 Flow meter accuracy
	  	Our price of flow mater is based on the accuracy is +/- 2% in the condition of design flow rate.	  		  	Agreed with 2% accuracy	  	 None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 11 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 51
	  	 Bechtel Specification “SPECIFICATION FOR PRESTRESSED CONCRETE PILES (25027-001-3PS-CP00-F0001)” Section 3.1.1
 “ Concrete shall have a minimum 28 day compressive strength of 8,000 psi with water /cement ratio not to exceed 0.35.”
	  	 Our estimation is based on the condition that Concrete compressive strength for pre-stressed concrete pile is 6,500 psi which is applied in Phase 1
instead of 8,000 psi per Bechtel specification.
 .
	  		  	Agreed	  	None
						
	 52
	  	Adjustment of pile length, and number of piles	  	We have designed the pile length based on geotechnical investigation report. However, we will adjust the pile length and pile numbers according to test pile report. In case the quantity of pile
would increase, its cost will be adjusted.	  	 Total design pile length excluding margin length required for construction is as follows.
 S-104 82’-6”
 S-105
......87’
	  	Agreed	  	None
						
	 53
	  	Civil design schedule	  	Our civil design schedule does not expect the duration of approval process for pile design and foundation design.	  		  	For civil design, the Owner think EPC’s approval/confirmation (10 working days) is required.	  	None
						
	 54
	  	 The following specifications were requested by the Owner instead of coal tar emulsion underside of outer tank bottom plates in the Jan.25-27 th
2006 meeting.
 1) Remove the protective coating on the underside of the outer shell bottom plate
 2) Add a silicon sealant around the circumference of the outer shell bottom plate.
 3) Incorporate concrete slope along the outer circumference of the pile cap to facilitate drainage.
	  	 1)       Diamond LNG/ZCC have removed the protective coating on the
underside of the outer bottom plate.
 2)      Diamond LNG/ZCC have added
a sealant along the circumference of the outer edge of the bottom plate to protect against corrosion.
 3)      Diamond LNG/ZCC have revised the pile cap design to slope along the outer edge to facilitate drainage.
 Please refer to foundation drawing DA-D1501-3
	  	 Item 7 on Action Item list
  
 Item 8 on Action Item list
  
 Item 9 on Action Item list
	  	OK. Acceptable	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 12 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	55	  	 The following specification was requested by the Owner in the Jan.25-27 th 2006 meeting.
  
 Reduce radiography on the outer shell to 100 shots per tank.
	  	ZCC has reduced the number of radiography shots on the outer carbon steel shell to 200 total shots.	  	Item 13 on Action Item list	  	 Agreed, however, PURCHASER will be involved with the coordination of the shots.
  
 API 650 shall be used as the guideline for locations of radiographs. The number of shots shall
not exceed 100 per tank unless quality of welds dictates additional shots.
	  	None
						
	56	  	The Owner requires PCT as the manufacturer of the hoist for the In-Tank Pumps in the Jan.25-27 th 2006 meeting.	  	Diamond LNG will purchase jib crane from PCT per the Owner’s preference.	  	Item 17 on Action Item list	  	Agreed	  	None
						
	57	  	The Owner requested to confirm the lightning protection requirements for phase 1 tanks and conform phase 2 tanks to the same scope.	  	No Lighting Rod will be provided in accordance with NFPA 59 A 10.7.4 (2006) and NFPA 780 7.4.1.1 (2004). On the other hand, 10 numbers of ground terminals will be provided in accordance
with NFPA 780 7.1.4.4 (c) (2004) It is the same as Phase1 tank.	  	Item 18 on Action Item list	  	Follow phase1	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 13 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 58
	  	Diamond minimized engineering work for Phase 2, taking account of using duplication of Phase 1 drawing/documents on the Feb. 1st 2006 meeting.	  	 Diamond LNG deducts engineering cost (US$59,400) from our price under the condition ;
  
 1)       Our price
is based on P&ID attached in Technical Proposal. All engineering cost incurred by any changes including dry chemical system made after P&ID attached in Technical Proposal shall be compensated additionally and separately.

2)       Diamond LNG have to procure the piping from September 5, 2006 based on
our proposal schedule and start the piping engineering work from July 1, 2006. Therefore DLNG request to fix P&ID before July 1, 2006. If P&ID des not fix until July 1, 2006, we will submit the additional cost if
necessary.
 3)       Cheneire’s approval for any drawings at
tank #4 & #5 shall not be required (Except civil drawing).
	  	 Item 23 on Action Item list
  
 Our engineering cost is subjected to no-change of P&ID after July 1, 2006.
 However, Bechtel is going to change their P&ID as of June 2006.
 We still have a possibility of cost
change.
	  	P&ID for information will be issued on July 15 for phase2.	  	To be confirmed later
						
	 59
	  	 The Owner request to study to change painting system of outside of outer tank.
  
 For example, study to apply 1st primer at fabrication shop (then Zachry to apply 2nd & 3rd
primer.)
	  	 The painting specification for outside of tank is 2coat system and We will carry out as follows.
 Mill shop primer : 15micron zinc primer
 (By
DLLC)
 1st coat: Organic Zinc Epoxy Primer 2.5-4 mils(64-102μ) by Zachry
 2nd coat.. Aliphatic polyulethane
1.2-2.5mils(31-64μ) byZachry
	  	Item 25 on Action Item list	  	No comments	  	None
						
	 60
	  	Review laydown area and parking area for Phase 2.	  	Under negotiation	  	Item 35 on Action Item list	  		  	None
						
	 61
	  	Pipe stiffener	  	Pipe stiffener for In- let line is required against water hammer load by design-changed notice.	  	The scope has been updated.	  	Follow phase 1.	  	None
						
	 62
	  	P&ID change from the P&ID in the technical proposal dated January 12, 2006 to the latest P&ID attached in Exhibit J of Phase_1 based on Rev 000.	  	 The following specification is mainly changed.
  
 •      N2 injection
  
 •      Nitrogen
snuffing
  
 •      Discretionary vent
  
 •      Pump cable seal (N2 seel)
  
 •      E&I
Bechtel designed changed
	  	 The scope has been updated.
  
 Our proposal and estimation is based on P&ID attached in Exhibit J.
	  	Follow phase 1	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 14 of 15
	June 19, 2006	 	

 Exhibit H Technical Clarification Sheet 
  

											
	 Item
	  	 Subject
	  	 Diamond/ZCC Comment
	  	 Clarification
	  	 Cheniere’s response
	  	 Cost
 Adjustment

	 63
	  	Gas detection system	  	Scope of Gas detector is changed from Subcontractor to Bechtel in Sabine Pass Phase 1. We would like to change scope of gas detector from us to the Owner for Sabine Pass Phase
2.	  	 We will submit adjustment cost reduction based on the following scope of works.
 Gas Detector – Cheniere (Bechtel Scope)
 Cable –
Dlamond/ZCC
 Installation/Wiring – Diamond/ZCC
	  	Follow phase 1	  	None.
						
	 64
	  	Exhibit D – Section 3.3 – Pile Static Load Test	  	Plan for static tests to clearly define the relationship between static and dynamic test results. After allowing sufficient time for full setup after re-tap, perform static axial compressive
load test on a minimum of three (3) of the six (6) PDA tested piles for each tank. Static load tests should be conducted to clearly define the failure load. Static load test should be conducted per ASTM D 1143.	  	As per the SPLNG Weekly Coordination meetings, and in accordance with the request to revise our schedule to account for a July NTP date while not impacting the March 2009 Guaranteed RFCD
Date.the schedule for the test pile program is based on the “quick load” method for the static test rather than the standard load method.	  	The procedures submitted by TANK CONTRACTOR references the standard load method; however, PURCHASER has agreed to accept the quick load test method.	  	None

  

			
	SABINE PASS ADDITIONAL TANK PROJECT	 	
	Exhibit H rev. 003	 	Page 15 of 15
	June 19, 2006	 	

 EXHIBIT ‘I’ 
 FOR 
 LNG TANKS 
 [Diamond LNG deliverable with Approval status as of June 23 2006] 
 June
23 
  

													
	002	  	23 June. 06	  	Added the information of the latest status	  		  		  		  	
	001	  	20 Dec. 05	  	Civil drawing, purchase specification and detail are deleted	  		  		  		  	
	000	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	 DATE
	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	Diamond LNG deliverable with Approval status as of June 23 2006	  		  		  		  	REV.
							
		  		  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  		  		  		  	002

					
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	Bechtel Document Number	 	Number	 	 ITEM
	 	Submittal data
to Bechtel	 	Bechtel
Return Data	 	Submittal data
to Bechtel	 	Bechtel
Return Data	 	Rev	 	Approval Status
	25027-001-V11-MTD0-00138	 	DA-A1500	 	 STAGE FOR PRESSURE/VACUUM RELIEFS
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00139	 	DA-A1501	 	 INSTRUMENT STAGE
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00140	 	DA-A1502	 	 MANHOLE STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00141	 	DA-A1505	 	 ROOF TOP STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00216	 	DA-A1506	 	 HOIST RAIL FOR PRV &VB
	 	21-Nov-05	 	06-Jan-06	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00478	 	DA-A1509	 	 DAVIT FOR PRV & VB
	 	11-Mar-06	 	11-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00142	 	DA-A1510	 	 ROOF OUTER CIRCUMFERENTIAL WALKWAY (1/2)
	 	06-Oct-05	 	14-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00143	 	DA-A1511	 	 ROOF OUTER CIRCUMFERENTIAL WALKWAY (2/2)
	 	06-Oct-05	 	14-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00144	 	DA-A1520	 	 ROOF STAIRWAYS (1/2)
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00145	 	DA-A1521	 	 ROOF STAIRWAYS (2/2)
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00146	 	DA-A1530	 	 EMERGENCY LADDER
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00147	 	DA-A1531	 	 LADDER IN MANHOLE
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00170	 	DA-A1550	 	 GRATING ARRANGE. ROOF CIRCUM. WALKWAY
	 	07-Oct-05	 	14-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00148	 	DA-A1551	 	 GRATING ARRANGEMENT OF INSTRUMENT STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00149	 	DA-A1552	 	 GRATING ARRANGEMENT OF MANHOLE STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00150	 	DA-A1553	 	 GRATING ARRANGEMENT OF PRV & VB STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00151	 	DA-A1554	 	 GRATING ARRANGEMENT OF ROOF TOP STAGE
	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00171	 	DA-A1555	 	 GRATING ARRANGEMENT OF SPIRAL STAIRWAY
	 	07-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00217	 	DA-A1556	 	 GRATING ARRANGEMENT OF SUPPORT TOWER
	 	21-Nov-05	 	06-Jan-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00152	 	DA-A1557	 	 GRATING ARRANGEMENT OF EMERGENCY LADDER
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00153	 	DA-A1558	 	 GRATING ARRANGEMENT OF ROOF STAIRWAY
	 	06-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00091	 	DA-A4400	 	 LOADING DATA OF SUPPORT TOWER
	 	12-Sep-05	 	01-Dec-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00219	 	DA-A4501	 	 SUPPORT TOWER (2/5)
	 	21-Nov-05	 	06-Jan-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00220	 	DA-A4502	 	 SUPPORT TOWER (3/5)
	 	21-Nov-05	 	06-Jan-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00221	 	DA-A4502	 	 SUPPORT TOWER (4/5)
	 	21-Nov-05	 	06-Jan-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00222	 	DA-A4502	 	 SUPPORT TOWER (5/5)
	 	21-Nov-05	 	06-Jan-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00155	 	DA-A5500	 	 INNER LADDER (1/2)
	 	07-Oct-05	 	15-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed

					
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	25027-001-V11-MTD0-00157	 	DA-A5501	 	INNER LADDER (2/2)	 	07-Oct-05	 	15-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00154	 	DA-A5505	 	SPIRAL STAIRWAY	 	06-Oct-05	 	14-Dec-05	 	12-May-06	 	06-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00481	 	DA-A5700	 	OPERATION STAGE FOR INLET LINE FLOW ELEMENT(1/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00482	 	DA-A5701	 	OPERATION STAGE FOR INLET LINE FLOW ELEMENT(2/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00484	 	DA-A5703	 	OPERATION STAGE FOR GNG LINE(1/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00485	 	DA-A5704	 	OPERATION STAGE FOR GNG LINE(2/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00486	 	DA-A5705	 	OPERATION STAGE FOR OUTLET LINE VALVE(1/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00487	 	DA-A5706	 	OPERATION STAGE FOR OUTLET LINE VALVE(2/2)	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00488	 	DA-A5707	 	OPERATION STAGE FOR INLET LINE CV	 	11-Mar-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00489	 	DA-A5708	 	OPERATION STAGE FOR PI&TE OF INLET LINE	 	15-May-06	 	04-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00034	 	DA-C1400	 	CALCULATION SHEET OF INNER TANK	 	27-Jun-05	 	12-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00082	 	DA-C1500	 	INNER TANK SHELL PLATE	 	22-Aug-05	 	30-Aug-05	 	10-Apr-06	 	—  	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00083	 	DA-C1510	 	INNER TANK BOTTOM PLATE & ANNULAR PLATE(1/2)	 	22-Aug-05	 	30-Aug-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00128	 	DA-C1511	 	INNER TANK BOTTOM PLATE & ANNULAR PLATE(2/2)	 		 		 		 	26-Apr-06	 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00084	 	DA-C1520	 	INNER TANK SHELL STIFFENER	 	22-Aug-05	 	30-Aug-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00156	 	DA-C2400	 	 CALCULATION SHEET OF OUTER TANK
 (THEORETICAL ANALYSIS)
	 	15-Sep-05	 	15-Oct-05	 	16-Nov-05	 	26-Jan-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00096	 	DA-C2404	 	CALCULATION SHEET OF HOIST RAIL (ON INSIDE OF ROOF)	 	10-Sep-05	 	05-Oct-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00085	 	DA-C2500	 	OUTER TANK SHELL PLATE	 	22-Aug-05	 	30-Aug-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00086	 	DA-C2510	 	OUTER TANK SHELL STIFFENER	 	22-Aug-05	 	30-Aug-05	 	03-Oct-05	 	28-Oct-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00087	 	DA-C2520	 	OUTER TANK BOTTOM & ANNULAR PLATE	 	22-Aug-05	 	30-Aug-05	 	01-Nov-05	 	02-Dec-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00088	 	DA-C2530	 	OUTER TANK ANCHOR STRAP	 	24-Aug-05	 	30-Aug-05	 	17-Nov-05	 	08-Dec-05	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00097	 	DA-C2540	 	ROOF STEEL SKELETON	 	10-Sep-05	 	05-Oct-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00276	 	DA-C2545	 	REINFORCING OF ROOF PLATE	 	02-Dec-05	 	20-Dec-05	 	11-Mar-06	 	11-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00098	 	DA-C2550	 	HOIST RAIL (ON INSIDE OF ROOF)	 	10-Sep-05	 	05-Oct-05	 	31-Oct-05	 	02-Dec-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00099	 	DA-C2560	 	ROOF STEEL PLATE	 	10-Sep-05	 	05-Oct-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00100	 	DA-C2570	 	COMPRESSION RING PLATE	 	10-Sep-05	 	05-Oct-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00313	 	DA-C3400	 	CALCULATION SHEET OF SUSPENDED DECK	 	—  	 	—  	 	23-Dec-05	 	10-Jan-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00065	 	DA-C3500	 	SUSPENDED DECK	 	01-Aug-05	 	—  	 	12-May-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00066	 	DA-C3510	 	SUSPENDED DECK OPENING AND COVERING (1/2)	 	01-Aug-05	 	10-Aug-05	 	12-May-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed

					
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	25027-001-V11-MTD0-00067	 	DA-C3511	 	SUSPENDED DECK OPENING AND COVERING (2/2)	 	01-Aug-05	 	10-Aug-05	 	12-May-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00314	 	DA-C3520	 	SUSPENDED DECK SUSPENSION RODS	 	—  	 	—  	 	12-May-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00055	 	DA-C3530	 	WALKWAY ON SUSPENDED DECK	 	12-Jul-05	 	09-Aug-05	 	12-May-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00307	 	DA-C3540	 	PERLITE RETAINER	 	15-Dec-05	 	24-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00492	 	DA-C4100	 	MATERIAL SPECIFICATION OF CELLULAR GLASS	 	18-Mar-06	 	28-Mar-06	 		 		 		 	Code 1:Work way proceed
	27027-001-V11-MTD0-00493	 	DA-C4103	 	MATERIAL SPECIFICATION OF PERLITE INSULATION	 	18-Mar-06	 	29-Mar-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00035	 	DA-C4400	 	CALCULATION SHEET OF BOTTOM FOAMGLAS INSULATION STRENGTH	 	27-Jun-05	 	12-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00036	 	DA-C4401	 	CALCULATION SHEET OF PERLITE COMPACTION PRESSURE	 	27-Jun-05	 	12-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00308	 	DA-C4500	 	ARRANGEMENT OF BOTTOM INSULATION	 	15-Dec-05	 	24-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00104	 	DA-C5400	 	CALCULATION SHEET OF MANHOLES	 	10-Sep-05	 	05-Oct-05	 	12-May-06	 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00196	 	DA-C5401	 	CALCULATION SHEET OF SLEEVES	 	28-Oct-05	 	10-Jan-06	 		 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00056	 	DA-C5403	 	CALCULATION SHEET OF REINFORCEMENT OF NOZZLE OPENING	 	12-Jul-05	 		 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00165	 	DA-C5500	 	ROOF MANHOLES	 	07-Oct-05	 	15-Dec-05	 	—  	 	11-Apr-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00123	 	DA-C5510	 	PERLITE NOZZLE	 	27-Sep-05	 	06-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00124	 	DA-C5600	 	SIDE MANHOLES	 	27-Sep-05	 	06-Dec-05	 	15-Dec-05	 	24-Dec-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00001	 	DA-G1000	 	Seismic design philosophy	 	04-Feb-05	 	23-Feb-05	 	12-May-05	 	26-May-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00002	 	DA-G1001	 	Outer tank shell design philosophy	 	04-Feb-05	 	23-Feb-05	 	12-May-05	 	26-May-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00003	 	DA-G1002	 	Outer tank roof design philosophy	 	04-Feb-05	 	23-Feb-05	 	01-Jul-05	 	21-Jul-05	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00004	 	DA-G1003	 	Inner tank design philosophy	 	04-Feb-05	 	23-Feb-05	 	12-May-05	 	26-May-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00005	 	DA-G1004	 	Spill protection design philosophy	 	04-Feb-05	 	23-Feb-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00006	 	DA-G1005	 	Piping design philosophy	 	04-Feb-05	 	23-Feb-05	 	11-Mar-06	 	30-Mar-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00012	 	DA-G1100	 	MATERIAL SPECIFICATION OF 9% NICKEL STEEL PLATE	 	11-May-05	 	18-May-05	 	29-Jun-05	 	12-Jul-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00041	 	DA-G1150	 	CRYOGENIC THERMAL TEST REPORT OF 9% NI PL PRIMER	 	24-Jun-05	 	22-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00007	 	DA-G1200	 	GENERAL ARRANGEMENT OF TANK	 	12-May-05	 	31-May-05	 	29-Jun-05	 	12-Jul-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00024	 	DA-G1400	 	PRELIMINARY LOADING DATA	 	31-May-05	 	24-Jun-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00092	 	DA-G1401	 	TANK LOADING DATA	 	12-Sep-05	 	02-Dec-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00019	 	DA-G1402	 	CALCULATION SHEET OF BOIL OFF GAS	 	31-May-05	 	31-Aug-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00020	 	DA-G1411	 	CALCULATION SHEET OF TANK COOL DOWN	 	31-May-05	 	24-Jun-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00010	 	DA-G2511	 	GENERAL ARRANGEMENT OF ACCESSORIES	 	16-May-05	 	31-May-05	 		 		 		 	Code 1:Work way proceed

					
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	25027-001-V11-MTD0-00011	 	DA-G3511	 	GENERAL ARRANGEMENT OF ROOF NOZZLES & TANK ACCESSORIES	 	12-May-05	 	26-May-05	 	24-Oct-05	 	02-Dec-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00022	 	DA-P0400	 	PRELIMINARY ROOF NOZZLE LOADING DATA	 	31-May-05	 	24-Jun-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00057	 	DA-P0520	 	PIPING ARRANGEMENT OF COOL DOWN SPRAY	 	12-Jul-05	 		 		 		 		 	Code 1:Work way proceed
		 	DA-P0900	 	Piping (PDS Model 30%)	 	21-Sep-05	 	11-Oct-05	 		 		 		 	Code 1:Work way proceed
		 	DA-P0900	 	Piping (PDS Model 60%)	 	20-Jan-06	 	25-Jan-06	 		 		 		 	Code 1:Work way proceed
		 	DA-P0900	 	Piping (PDS Model 90%)	 	11-Mar-06	 	27-Mar-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00206	 	DA-P1100	 	MATERIAL SPECIFICATION OF STAINLESS STEEL PIPE	 	—  	 	—  	 	28-Oct-05	 	10-Nov-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00207	 	DA-P1101	 	MATERIAL SPECIFICATION OF STAINLESS STEEL FLANGE	 	—  	 	—  	 	28-Oct-05	 	10-Nov-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00208	 	DA-P1102	 	MATERIAL SPECIFICATION OF STAINLESS STEEL FITTING	 	—  	 	—  	 	28-Oct-05	 	10-Nov-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00209	 	DA-P1103	 	MATERIAL SPECIFICATION OF CRYOGENIC PRESSURE PIPING	 	—  	 	—  	 	28-Oct-05	 	10-Nov-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00037	 	DA-P1110	 	MATERIAL SPECIFICATION OF PRESSURE RELIEF & VACUME BREAKER	 	27-Jun-05	 	12-Jul-05	 	04-Feb-06	 	19-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00038	 	DA-P1111	 	MATERIAL SPECIFICATION OF CRYOGENIC BUTTERFLY VALVES	 	27-Jun-05	 	12-Jul-05	 	27-Sep-05	 	12-Oct-05	 	Rev3	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00214	 	DA-P1113	 	MATERIAL SPECIFICATION OF CRYOGENIC CHECK VALVES	 	16-Nov-05	 	23-Dec-05	 	12-Apr-06	 	10-May-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00470	 	DA-P1114	 	MATERIAL SPECIFICATION OF PIPING THERMAL RELIEF VALVE	 	11-Mar-06	 	25-May-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00017	 	DA-P1400	 	CALCULATION SHEET OF PRV & VB CAPACITY	 	16-May-05	 	31-May-05	 	11-Feb-06	 	05-Apr-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00021	 	DA-P1401	 	PRELIMINARY PIPING STRESS ANALYSIS	 	31-May-05	 	24-Jun-05	 		 		 	—  	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00053	 	DA-P1402	 	CALCULATION SHEET OF PUMP WELL DESIGN	 	07-Jul-05	 	27-Jul-05	 	18-Aug-05	 	20-Sep-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00058	 	DA-P1500	 	PUMP WELL	 	12-Jul-05	 	09-Aug-05	 	11-Feb-06	 	05-Apr-06	 	Rev3	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00471	 	DA-P1520	 	PUMP STRAINER(1/2)	 	11-Mar-06	 	10-May-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00472	 	DA-P1521	 	PUMP STRAINER(2/2)	 	11-Mar-06	 	10-May-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00392	 	DA-P1600	 	INVESTIGATION OF ALUMINIUM PRESSURE RELIEF VALVE	 	21-Feb-06	 	19-Apr-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00393	 	DA-P1601	 	INVESTIGATION OF PRESSURE RELIEF VALVE SIZE	 	21-Feb-06	 		 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00215	 	DA-P2110	 	MATERIAL SPECIFICATION OF VALVE WITHOUT CRYOGENIC	 		 		 	16-Nov-05	 	23-Dec-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00199	 	DA-P4400	 	CALCULATION SHEET OF WATER DELUGE FLOW	 	28-Oct-05	 	—  	 	23-Dec-05	 	19-Jan-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00193	 	DA-P5500	 	STANDARD PIPING GROOVE	 	25-Oct-05	 	02-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00158	 	DA-P5510	 	ROOF NOZZLE (SLEEVE) (1/3)	 	07-Oct-05	 	05-Dec-05	 	16-May-06	 	27-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00159	 	DA-P5511	 	ROOF NOZZLE (SLEEVE) (2/3)	 	07-Oct-05	 	15-Dec-05	 	16-May-06	 	27-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00160	 	DA-P5512	 	ROOF NOZZLE (SLEEVE) (3/3)	 	07-Oct-05	 	15-Dec-05	 	12-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00161	 	DA-P5513	 	DETAIL OF NOZZLE (PRV & VB) (1/2)	 	07-Oct-05	 	15-Dec-05	 	12-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed

					
		 	MHI - ENGINEERING	 	BY: YSM
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	25027-001-V11-MTD0-00162	 	DA-P5514	 	DETAIL OF NOZZLE (PRV & VB) (2/2)	 	07-Oct-05	 	15-Dec-05	 	12-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00125	 	DA-P5515	 	DETAIL OF NOZZLE (INSULATION PURGE 1/2)	 	27-Sep-05	 	06-Dec-05	 	11-Mar-06	 	10-May-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00126	 	DA-P5516	 	DETAIL OF NOZZLE (INSULATION PURGE 2/2)	 	27-Sep-05	 	06-Dec-05	 	11-Mar-06	 	10-May-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00127	 	DA-P5517	 	DETAIL OF NOZZLE (INSTRUMENT)	 	27-Sep-05	 	11-Nov-05	 	23-Jun-06	 	28-Jun-06	 	Rev4	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00172	 	DA-P5518	 	Detail of Nozzle (SPARE NOZZLE)	 	07-Oct-05	 	14-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00311	 	DA-P5519	 	DETAIL OF NOZZLE (HIGH HIGH LEVEL ALARM)	 	23-Dec-05	 	19-Jan-06	 	11-Mar-06	 	10-May-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00163	 	DA-P5520	 	ROOF NOZZLE (LIQUID LEVEL GAUGE)	 	07-Oct-05	 	15-Dec-05	 	23-Dec-05	 	10-Jan-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00475	 	DA-P5524	 	DETAIL OF NOZZLE(PURGE)	 	11-Mar-06	 	10-May-06	 		 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00200	 	DA-P5540	 	PIPING SUPPORT IN TANK	 	28-Oct-05	 	20-Dec-05	 		 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00201	 	DA-P5541	 	PIPING SUPPORT FOR NOZZLE	 	28-Oct-05	 	20-Dec-05	 	11-Mar-06	 	10-May-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00203	 	DA-P5543	 	PIPING SUPPORT FOR TANK GAUGE	 	28-Oct-05	 	20-Dec-05	 		 	10-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00204	 	DA-P5544	 	PIPING SUPPORT FOR BOTTOM FILLING	 	28-Oct-05	 	20-Dec-05	 		 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00205	 	DA-P5545	 	PIPING SUPPORT FOR PRV TAIL PIPING	 	28-Oct-05	 	20-Dec-05	 	15-May-06	 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00476	 	DA-P5546	 	PIPING SUPPORT FOR LIQUID LEVEL GAUGE	 	11-Mar-06	 	10-May-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00477	 	DA-P5547	 	PIPING SUPPORT FOR INSTRUMENT NOZZLE	 	11-Mar-06	 	10-May-06	 		 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00016	 	DA-P6100	 	PURCHASE SPECIFICATION OF LNG PUMP LIFTING DEVICE	 	12-May-05	 	26-May-05	 	14-Feb-06	 	05-Apr-06	 	Rev4	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00275	 	DA-P6200	 	PURCHASE SPECIFICATION OF PRV&VB LIFTING MANUAL DEVICE	 	02-Dec-05	 	20-Dec-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00049	 	EA-E1003	 	ELECTRICAL HAZARDOUS AREA CLASSIFICATION FOR LNG STORAGE	 	01-Jul-05	 	22-Jul-05	 	15-Aug-05	 	08-Nov-05	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00634	 	EA-E1003	 	HAZARDOUS AREA CLASSIFICATION	 	26-May-06	 	27-Jun-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00042	 	EA-E1151	 	MATERIAL SPECIFICATION OF TANK LIGHTING AND RECEPTABLES	 	01-Jul-05	 	22-Jul-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00044	 	EA-E1153	 	MATERIAL SPECIFICATION OF JUNCTION BOX FOR ELECTRIC	 	01-Jul-05	 	22-Jul-05	 	25-May-06	 		 	Rev3	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00045	 	EA-E1402	 	Calculation Sheet of Tank Grounding	 	01-Jul-05	 	22-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00070	 	EA-E1501	 	WIRING DIAGRAM OF ELECTRICAL EQUIPMENT	 	06-Aug-05	 	14-Sep-05	 	25-May-06	 	26-Jun-06	 	Rev4	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00050	 	EA-E1503	 	ARRANGEMENT OF TANK EARTHING SYSTEM	 	01-Jul-05	 	22-Jul-05	 	08-Dec-05	 	26-Jan-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00121	 	EA-E1504	 	ARRANGEMENT ELEC CABLE LADDER & TRAY	 	27-Sep-05	 	10-Nov-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00133	 	EA-E1601	 	Installation Drawing of Lighting Fixtures	 	04-Oct-05	 	12-Nov-05	 	25-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00134	 	EA-E1602	 	Installation Drawing of Lighting Panel Board and Receptacle	 	04-Oct-05	 	12-Nov-05	 	25-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00071	 	EA-E1604	 	Installation Drawing of Tank Earthing System	 	06-Aug-05	 	14-Sep-05	 	08-Dec-05	 	26-Jan-06	 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00136	 	EA-E1605	 	Installation Drawing of Cable Ladder and Tray	 	04-Oct-05	 	12-Nov-05	 		 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed

					
		 	MHI - ENGINEERING	 	BY: YSM
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	25027-001-V11-MTD0-00137	 	EA-E1606	 	Installation Drawing of Cable	 	04-Oct-05	 	12-Nov-05	 	25-May-06	 	05-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00094	 	EA-E1607	 	Installation Drawing of Static Electricity Removal Device	 	10-Sep-05	 	09-Nov-05	 	25-May-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00072	 	EA-E1611	 	Embedment of Bottom Slab	 	06-Aug-05	 	14-Sep-05	 	13-Dec-05	 	10-Jan-06	 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00081	 	EA-I1004	 	Schedule of Explosion Protection Certification for Instrumental Equipment	 	12-Aug-05	 	25-Oct-05	 	25-May-06	 	27-Jun-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00046	 	EA-I1005	 	LIST OF PAINTING COLOR FOR ELECTRICAL EQUIPMENTS	 	01-Jul-05	 	22-Jul-05	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00073	 	EA-I1102	 	Purchase Specification of Tank Thermometer	 	06-Aug-05	 	14-Sep-05	 	25-May-06	 	27-Jun-06	 	Rev3	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00074	 	EA-I1103	 	Purchase Specification of Instrument Transmitter	 	06-Aug-05	 	14-Sep-05	 	25-May-06	 	27-Jun-06	 	Rev4	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00075	 	EA-I1104	 	Purchase Specification of Pressure Gauge	 	06-Aug-05	 	14-Sep-05	 	12-Apr-06	 	27-Jun-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00076	 	EA-I1105	 	Purchase Specification of Flowmeter	 	06-Aug-05	 	14-Sep-06	 	25-May-06	 	27-Jun-06	 	Rev4	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00122	 	EA-I1503	 	Arrangement of Instrument Cable Ladder & Tray	 	27-Sep-05	 	10-Nov-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00167	 	EA-I1602	 	Installation Drawing of Cool Down Thermometers	 	07-Oct-05	 	02-Nov-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00168	 	EA-I1603	 	Installation Drawing of Suspended Deck Thermometers	 	07-Oct-05	 	02-Nov-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00169	 	EA-I1604	 	Installation Drawing of Leak Detect Thermometers	 	07-Oct-05	 	02-Nov-05	 	25-May-06	 		 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00636	 	EA-I1701	 	Manufacturer Dwg. of Tank Gauging System	 	15-May-06	 	27-Jun-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00637	 	EA-I1702	 	Manufacturer Dwg. of Cool Down Thermometer	 	15-May-06	 	27-Jun-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00538	 	FA-G1300	 	FABRICATION PROCEDURE FOR ESSENTAIL 9% NI STEEL STRUCTURE	 	11-Mar-06	 	31-Mar-06	 	05-Apr-06	 	13-Apr-06	 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00395	 	QA-G1001	 	QUALITY PLAN FOR MHI WORKS	 	25-Feb-06	 	—  	 	19-May-06	 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00554	 	QA-G1023	 	IDENTIFICATION AND TRACEABILITY(9%Ni STEEL)	 	—  	 	—  	 	19-May-06	 		 	Rev1	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00312	 	QA-G1309	 	POSITIVE MATERIAL IDENTIFICATION PROCEDURE	 	—  	 	—  	 	07-Apr-06	 	25-May-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00555	 	QA-G1351	 	INSPECTION PROCEDURE FOR TANK FABRICATION (9% STEEL)	 	—  	 	—  	 	—  	 	18-Apr-06	 	Rev2	 	Code 1:Work way proceed
	25027-001-V11-MTD0-00664	 	EA-I1706	 	Manufacturer Dwg. of Pressure Gauge	 	25-May-06	 	14-Mar-06	 		 		 		 	Code 1:Work way proceed
	25027-001-V11-MTD0-00103	 	DA-A4401	 	CALCULATION SHEET OF PIPE SUPPORT TOWER	 	10-Sep-06	 	05-Oct-05	 		 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00218	 	DA-A4500	 	SUPPORT TOWER (1/5)	 	21-Nov-05	 	06-Jan-06	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00213	 	DA-A5410	 	CALCULATION SHEET OF SPILL PROTECTION SYSTEM	 	16-Nov-05	 	19-Jan-06	 	12-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00479	 	DA-A5510	 	SPILL PROTECTION (1/3)	 	11-Mar-06	 	11-Apr-06	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00480	 	DA-A5511	 	SPILL PROTECTION (2/3)	 	11-Mar-06	 	11-Apr-06	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00480	 	DA-A5512	 	SPILL PROTECTION (3/3)	 	11-Mar-06	 	11-Apr-06	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00101	 	DA-C2401	 	CALCULATION SHEET OF OUTER TANK (FEM ANALYSIS)	 	10-Sep-05	 	27-Sep-05	 	16-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00102	 	DA-C2402	 	CALCULATION SHEET OF OUTER TANK DOME ROOF	 	10-Sep-05	 	27-Sep-05	 	01-Jun-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed

					
		 	MHI - ENGINEERING	 	BY: YSM
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	27027-001-V11-MTD0-00470	 	DA-C4106	 	MATERIAL SPECIFICATION OF PUMP WELL ISOLATION	 	11-Mar-06	 	25-May-06	 		 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00567	 	DA-C4502	 	ARRANGEMENT OF SUSPENDED DECK INSULATION	 	24-Apr-06	 	25-May-06	 		 		 	Rev0	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00164	 	DA-C5402	 	CALCULATION SHEET OF THERMAL ANALYSIS FOR SLEEVES	 	07-Oct-05	 	15-Dec-05	 	12-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00273	 	DA-P0401	 	NOZZLE LOADING DATA ON ROOF	 	06-Dec-05	 	20-Dec-05	 	01-Jun-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00018	 	DA-P0500	 	DETAIL OF PIPING CONNECTION AT BATTERY LIMIT	 	16-May-05	 	31-May-05	 	12-May-06	 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00013	 	DA-P0501	 	P&I DIAGRAM LNG STORAGE TANK (FEED LINE) (S-101)	 	12-May-05	 	26-May-05	 	12-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00014	 	DA-P0502	 	P&I DIAGRAM LNG STORAGE TANK (DISCHARGE LINE) (S-101)	 	12-May-05	 	26-May-05	 	12-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00015	 	DA-P0503	 	P&I DIAGRAM INSTRUMENT (S-101)	 	12-May-05	 	26-May-05	 	12-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00274	 	DA-P1403	 	CALCULATION SHEET OF PROCESS PIPING STRESS/STRENGTH DESIGN	 	02-Dec-05	 	20-Dec-05	 	01-Jun-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00039	 	DA-P1501	 	LINE LIST(PROCESS)	 	27-Jun-05	 	12-Jul-05	 	12-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00197	 	DA-P1505	 	BOTTOM FILLING NOZZLE (1/2)	 	28-Oct-05	 	—  	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00198	 	DA-P1506	 	BOTTOM FILLING NOZZLE (2/2)	 	28-Oct-05	 	10-Jan-06	 		 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00089	 	DA-P1510	 	VALVE LIST(PROCESS)	 	24-Aug-05	 	12-Oct-05	 	12-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00090	 	DA-P2500	 	VALVE LIST(UTILITY)	 	24-Aug-05	 	12-Oct-05	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00040	 	DA-P2501	 	LINE LIST(UTILITY)	 	27-Jun-05	 	12-Jul-05	 		 		 	Rev3	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00473	 	DA-P5521	 	DETAIL OF NOZZLE ( RADAR LIQUID LEVEL GAUGE)	 	11-Mar-06	 	10-May-06	 		 		 		 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00474	 	DA-P5522	 	DETAIL OF NOZZLE (LEVEL TEMPERATURE DENSITY GAUGE)	 	11-Mar-06	 	10-May-06	 		 		 		 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00202	 	DA-P5542	 	PIPING SUPPORT FOR PUMP WELL	 	28-Oct-05	 	20-Dec-05	 	15-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00026	 	EA-E1001	 	LIST OF ELECTRICAL EQUIPMENT	 	07-Jun-05	 	24-Jun-05	 		 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00027	 	EA-E1002	 	ELECTRICAL LOAD LIST	 	07-Jun-05	 	24-Jun-05	 		 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00069	 	EA-E1004	 	SCHEDULE OF EXPLOSION PROTECTION CERT FOR ELEC. EQUIPMENT	 	06-Aug-05	 	14-Sep-05	 	25-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00043	 	EA-E1152	 	MATERIAL SPECIFICATION OF AIRCRAFT WARNING LIGHT & CONTROLLER	 	01-Jul-05	 	22-Jul-05	 	25-May-06	 		 	Rev3	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00407	 	EA-E1154	 	MATERIAL SPECIFICATION OF ELECTRICAL CABLE	 	09-Feb-06	 	02-Mar-06	 	15-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00635	 	EA-E1156	 	MATERIAL SPECIFICATION OF HAND SWITHCES FOR LNG TANK PUMP	 	15-May-06	 	27-Jun-06	 		 		 		 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00132	 	EA-E1401	 	Calculation Sheet of Lighting Intensity	 	03-Oct-05	 	08-Nov-05	 	15-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00093	 	EA-E1502	 	ARRANGEMENT OF ELECTRICAL EQUIPMENT	 	10-Sep-05	 	07-Nov-05	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00135	 	EA-E1603	 	Installation Drawing of Air Craft Warning Light	 	04-Oct-05	 	12-Nov-05	 	25-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00212	 	EA-E1610	 	Connection Diagram of Electrical Equipment	 	16-Nov-05	 	02-Dec-05	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00025	 	EA-I1001	 	Instruments List of Process & Utility System	 	07-Jun-05	 	24-Jun-05	 		 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed

					
		 	MHI - ENGINEERING	 	BY: YSM
		 	SUBMITTAL SCHEDULE	 	REV: 0

  

																	
	25027-001-V11-MTD0-00052	 	EA-I1002	 	Schematic Diagram of Process & Utility System	 	01-Jul-07	 	27-Jul-05	 		 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	27027-001-V11-MTD0-00339	 	EA-I1003	 	Signal Flow Diagram of Process & Utility System	 	07-Jan-06	 	28-Feb-06	 	31-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00047	 	EA-I1101	 	Purchase Specification of Tank Gauging System	 	01-Jul-05	 	22-Jul-05	 		 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00048	 	EA-I1156	 	Material Specification of Junction Box for Instrument	 	01-Jul-05	 	22-Jul-05	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
		 	EA-I1157	 	Material Specification of Cable for Instrument (Supplied by MSI)	 	10-Feb-06	 	08-Mar-06	 	26-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00077	 	EA-I1501	 	Wiring Diagram of Process & Utility System	 	14-Sep-05	 	29-Nov-05	 	31-May-06	 		 	Rev4	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00095	 	EA-I1502	 	Arrangement of Instrument Equipment (Include Utility System)	 	10-Sep-05	 	09-Nov-05	 	25-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00166	 	EA-I1601	 	Installation Drawing of Tank Gauging System	 	07-Oct-05	 	02-Nov-05	 		 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00129	 	EA-I1605	 	Installation Drawing of Junction Boxes	 	03-Oct-05	 	01-Nov-05	 	25-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00130	 	EA-I1606	 	Installation Drawing of Instrument Cable Ladder and Tray	 	03-Oct-05	 	01-Nov-05	 	25-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00341	 	EA-I1607	 	Hook Up Drawing	 	17-Jan-06	 	23-Feb-06	 		 		 		 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00131	 	EA-I1608	 	Installation Drawing of Instrument Cables	 	03-Oct-05	 	01-Nov-05	 	25-May-06	 		 	Rev2	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00283	 	EA-I1610	 	Connection Diagram of Process & Utility System	 	08-Dec-05	 	08-Feb-06	 		 		 		 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00396	 	EA-I1707	 	Manufacturer Dwg. of Flowmeter	 	01-Mar-06	 	14-Mar-06	 	15-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
	25027-001-V11-MTD0-00539	 	QA-C1311	 	INSPECTION PROCEDURE FOR 9% NICKEL STEEL PLATE(INDUSTEEL)	 	—  	 	—  	 	19-May-06	 		 	Rev1	 	Code 2:Revise & Resubmit Work way proceed
		 	DA-A4505	 	TANK CONNECTION OF SUPPORT TOWER	 		 		 		 		 		 	
	25027-001-V11-MTD0-00631	 	DA-A5520	 	CALCULATION SHEET OF SPIRALSTAIRWAY	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00483	 	DA-A5702	 	OPERATION STAGE FOR MIN.FLOW RECYCLE LINE	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00626	 	DA-C1530	 	INNER TANK BUCKLE FOR RESILIENT BLANKET	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00318	 	DA-C4501	 	ARRANGEMENT OF SIDE INSULATION	 	23-Jun-06	 		 		 		 		 	
		 	DA-E5547	 	MATERIAL SPECIFICATION OF ELECTRICAL CABLE	 	02-Mar-06	 		 		 		 		 	
		 	DA-G6302	 	PROCEDURE FOR TANK COOL DOWN	 		 		 		 		 		 	
		 	DA-G6303	 	PROCEDURE FOR HYDROSTATIC/PNEUMATIC PRESSURE TEST	 		 		 		 		 		 	
		 	DA-G6304	 	PROCEDURE FOR PIPING PRESSURE TEST PLAN	 		 		 		 		 		 	
		 	DA-G6305	 	PROCEDURE FOR SITE CALIBRATION & TEST PROCEDURE FOR PRV & VB	 		 		 		 		 		 	
		 	DA-P0532	 	SUPPORT DRAWING OF PROCESS PIPING	 		 		 		 		 		 	
		 	DA-P1404	 	CALCULATION SHEET OF BOTTOM FILLING NOZZLE	 		 		 		 		 		 	
	25027-001-V11-MTD0-00632	 	DA-P1405	 	CALCULATION SHEET OF PIPE FOR LEVEL GAUGE	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00643	 	DA-P1502	 	Detail of Pad Plate for pump well	 	16-May-06	 		 		 		 		 	

					
		 	MHI - ENGINEERING	 	BY: YSM
		 	SUBMITTAL SCHEDULE	 	REV: 0

  

																	
	25027-001-V11-MTD0-00641	 	DA-P4401	 	CALCULATION SHEET OF HEAT RADIATION PRV	 	16-May-06	 		 		 		 		 	
		 	DA-P5110	 	SPECIFICATION OF PIPING INSULATION	 		 		 		 		 		 	
	25027-001-V11-MTD0-00629	 	DA-P5525	 	DATAIL OF NOZZLE(ANNULAR APACE SAMPLING)	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00630	 	DA-P5526	 	DATAIL OF NOZZLE(GNG INLET)	 		 		 	15-May-06	 		 	Rev1	 	
	25027-001-V11-MTD0-00644	 	DA-P5548	 	Piping support for discretionary vent	 	16-May-06	 		 		 		 		 	
		 	DA-P6400	 	CALCULATION SHEET OF JIB CRANE	 		 		 		 		 		 	
		 	DA-P6500	 	LNG PUMP LIFTING DEVICE	 		 		 		 		 		 	
		 	EA-E1155	 	Material Specification of Electric Bulk Materials	 		 		 		 		 		 	
		 	EA-E1801	 	Inspection Procedure of Electric Works	 		 		 		 		 		 	
		 	EA-I1158	 	Material Specification of Bulk Materials for Instrument Work	 		 		 		 		 		 	
		 	EA-I1504	 	LIST OF 9%Ni PLATES FOR EARTH BONDING AND INSTRUMENTATION	 		 		 	12-Apr-06 	 		 	Rev2	 	
	25027-001-V11-MTD0-00638	 	EA-I1703	 	Manufacturer Dwg. of Leak Detection Thermometer	 	15-May-06	 		 		 		 		 	
	25027-001-V11-MTD0-00639	 	EA-I1704	 	Manufacturer Dwg. of Thermometer (For Tank Gas Zone)	 	15-May-06	 		 		 		 		 	
		 	EA-I1705	 	Manufacturer Dwg. of Instrument Transmitter	 	16-May-06	 		 		 		 		 	
		 	EA-I1705	 	MANUFACTURER DWG.OF INSTRUMENT TRANSMITTER	 		 		 		 		 		 	
		 	EA-I1851	 	Inspection Procedure for Instrument Work	 		 		 		 		 		 	
		 	QA-C1312	 	INSPECTION PROCEDURE FOR 9%NICKEL STEEL PLATE (NIPPON STEEL CORPORATION)	 	09-Jun-06	 		 		 		 		 	

 EXHIBIT ‘J’ 
 FOR 
 LNG TANKS 
 [Diamond LNG deliverable drawing] 
 July 19 
  

													
	 003
	  	19July06	  		  		  		  		  	
	 002
	  	23 June. 06	  	Added the latest drawing	  		  		  		  	
	 001
	  	20 Dec. 05	  	Civil drawing are revised	  		  		  		  	
	 000
	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	DATE	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	 Diamond LNG deliverable drawing
	  		  		  		  	REV.
	  		  	  
 SP LNG PHASE 2 EXPANSION TERMINAL
PROJECT
	  		  		  		  	003

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

					
		  	(Metric unit)	  	(US unit)
	
	General Condition
	 Tank Numbers
	  	 2
	  	
	 Design Code
	  	 API 620 (10TH Ed) & NFPA

		  	 59A (2006 Ed)

	 Capacity (Net) - Each
	  	 160,000 m3
	  	 5,650,347ft3

	
	Design Condition 
	 Boil-off Rate
	  	 0.05% Vol/Day

	 Temperature
	  	 (-)165°C
	  	 (-)265°F

	 Tank Operating Pressure
	  	 —
	  	 —  

	 Solar Radiation
	  	 31 MJ/m2
	  	 2730 Btu/ft2

	 Filling rate (Assumed)
	  	 12,000 m3/Hr
	  	 423,777ft3/Hr

	 Emptying rate (Assumed)
	  	 2,610 m3/Hr
	  	 92,172ft3/Hr

	 SSE
	  	 0.05(PGA)
	  	 0.05(PGA)

	 OBE
	  	 0.03(PGA)
	  	 0.03(PGA)

	 LNG level at Seismic condition
	  	 34.011m
	  	 111’-7”

	
	Foundation
	 Type
	  	 Pile Supported Pile Cap Foundation

	 Outside diameter
	  	 84.583m
	  	 277’-6”

	 Height
	  	 0.610m
	  	 2’

	 Soil data
	  	Geotechnical Investigation Phase_2 Expansion Sabine LNG Impport Terminal Cameron Parish, Louisiana by Tolunay Wong Engineers dated July 2005.
	
	Inner Tank
	 Type of Roof
	  	 Suspended Deck

	 Type of Bottom
	  	 Flat

	 Min Working Capacity
	  	 160,000 m3
	  	 5,650,347ft3

	 Tank Diameter
	  	 78.994m
	  	 259’-2”

	 Tank Height
	  	 34.900m
	  	 114’-6”

	 Max Design liquid Level
	  	 34.798m
	  	 114’-2”

	 HH liquid Level
	  	 34.011m
	  	 111’-7”

	 Max Operation Level
	  	 34.011m
	  	 111’-7”

	 Min Design liquid Level
	  	 1.194m
	  	 3’-11”

	 LL liquid Level
	  	 1.194m
	  	 3’-11”

	 Low Level Trip
	  	 1.143m
	  	 3’-9”

	 Hydrotest Water Level
	  	 21.285m (1.25 times of LNG load)
	  	 69’-10” (1.25 times of LNG load)

	 Operating Temperature
	  	 (-)165°C
	  	 (-)265°F

	 Design Specific Gravity
	  	 0.489

	 Corrosion Allowance
	  	 None

	
	Outer Tank 
	 Type of Roof
	  	 Dome

	 Type of Bottom
	  	 Flat

	 Inside Dia of Wall
	  	 81.000m
	  	 265’-9”

	 Wall Height
	  	 38.227m
	  	 125’-5”

	 Design Pressure
	  	 17.237kPa
	  	 2.50 psig

		  	 (-) 206.843Pa
	  	 (-) 0.03 psig

	 Operating Pressure
	  	 -

	 Design Temperature
	  	 32.2°C
	  	 90°F

	 Ambient temperature
	  	 35/-10°C
	  	 95/14°F

	 Corrosion Allowance
	  	 None

	 Design Wind Velocity
	  	 67.056m/s
	  	 150 mph

	 Pump Column support method
	  	 Suspended by Outer roof

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

					
	 STEEL MATERIAL
 Inner tank

	         Shell
	  	 ASTM A553M TYPE1

	         Shell Stiffener
	  	 ASTM A553M TYPE1

	         Bottom
	  	 ASTM A553M TYPE1

	         Annular Bottom
	  	 ASTM A553M TYPE1

	         Suspended Deck
	  	 Al Alloy (5083-O or 6061-T6) or eq.

	         Anchor Chair/Strap
	  	 NONE

	         Suspended Deck Rods
	  	 Stainless Steel type 304 and A516 or eq.

			
	Outer Tank 	  		  	
	         Shell
	  	 A516 Gr60 or A36 mode2

	         Shell Stiffener
	  	 A516 Gr60 or A36 mode2

	         Bottom Plates
	  	 A516 Gr60 or A36 mode2

	         Compression Ring
	  	 ASTM A516 Gr.70 or eq.

	         Roof Plate
	  	 ASTM A516 Gr.70 or eq.

	         Roof Structure
	  	 ASTM A572 Gr.50 or eq.

	         Anchor Chair/Strap
	  	 A36 or eq.

	 Appurtenances
	  	 A36 or eq.

	 Nozzle Necks
	  	 SS TP304 (Carbon less than 0.03%)

	 Pump Column
	  	 SS TP304 (Carbon less than 0.03%)

	 Cryogenic line
	  	 SS TP304 (Carbon less than 0.03%)

	 Nitrogen Gas line
	  	 A53 Gr.B galv or eq. ,and SS TP304 (Carbon less than 0.03%)

	 Instrument Air Piping
	  	 A53 Gr.B galv or eq.

	 Process Flanges
	  	 SS 304 (Carbon less than 0.03%)

	 Process Bolting
	  	 A320 B8 CL2 for SS flange or eq.

	 Foundation
	  		  	
	         Concrete
	  	 27.58 Mpa Slab Concrete
	  	4000 psi Slab Concrete
	         Re Bars
	  	 A 615 Gr 60

	
	INSULATION Material
	 Inner Tank Ring Foundation 
	  	
	         Upper
	  	 CONCRETE RING BEAM

	         Lower
	  	 CELLULAR GLASS

	 Inner Tank-Resilient Blanket
	  	 Glass Fiber Blanket

	 Annular Space
	  	 Expanded Perlite

	 Suspended Deck
	  	 Glass Fiber Blanket

	 Int. Piping - Dome Space
	  	 Glass Fiber Blanket

	 External Piping & Valves
	  	 CELLULAR GLASS

	
	PAINTING 
	 Inner Tank
	  		  	
	         Protection for Transportation
	  	 PRIMER only

	         Removal Method
	  	 None

	         Repair
	  	 Excluded (Repaired by others)

	 Exterior Metallic Surface
	  		  	
	         CS Structure
	  	 2 Coat System
 (Orgnic Zinc Primer [2.5-4miles]
 / Aliphatic Polyurethance [1.2-2.5miles])

	         Stair/Ladder & Handrail
	  	 Galvanized

	 All Bolted Structural Steel incl. grating for platforms, etc
	  	 Galvanized

	         SS Accessories
	  	 N/A

	         CS Piping Insulated
	  	 2 Coat System

	         CS Piping Un-Insulated
	  	 2 Coat System

	         SS Piping Insulated
	  	 N/A

	         SS Piping Un-Insulated
	  	 N/A

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

			
	APPURTENANCES
	Anchorage (Inner Tank)	  	 None

	 Anchorage (Outer Tank)
	  	
	         Type
	  	 ANCHOR STRAP

	         Required Numbers
	  	 Preliminary 180 PC

	 LNG Spill Recovery
	  	
	         Tray Around Pump Column
	  	 SS TP304

	         Cover for Flange
	  	 SS TP304

	 Ladder
	  	
	         Inner Tank ladder w/Cage
	  	 1set (Inner tank Ladder)

	         Annular Space for Ladders
	  	 None

	         Dome Space for Ladders
	  	 1set

	 Walkway
	  	
	         Roof Peripheral Walkway
	  	 1 set (with handrail)

	         Roof Radial Walkway
	  	 1 set (with handrail)

	 Platform
	  	
	         Top Platform
	  	 1 set

	         Pipe Support Tower
	  	 1 set

	         Instrument Platform
	  	 1 set

	         VRV &PRV Platform
	  	 1 set

	 Stairway
	  	 1 set

	 Pipe Supports & Brackets
	  	 1 set

	 Inst Cable Support & Tray
	  	 1 set

	 Elect Cable Support & Tray
	  	 1 set

	 Settlement Measuring Clips
	  	 1 set

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

					
	APPURTENANCES
	 PRV
	  		  	
	 Design Code
	  	API RP520 & API 620
	 Type
	  	Pilot Operated (Alumna)
	 Numbers
	  	3+1(Spare)
	 Size (Inlet/Outlet)
	  	12”
	 Set Pressure
	  	17.237 Kpa	  	2.5 psig
	 VRV 
	  		  	
	 Design Code
	  	API RP520 & API 620
	 Type
	  	Weight loaded
	 Numbers
	  	3+1(Spare)
	 Size (Inlet/Outlet)
	  	8”
	 Set Pressure
	  	-206.8 Pa	  	-0.03 psig
	 LNG Intank Pumps
	  		  	
	 Column Design pressure
	  	1.9 Mpa	  	275 psig
	 Number of Pump Columns
	  	4
	 Number of Pumps to be installed
	  	3
	 Piping
	  	For 3 Pump Columns
	 Number of Foot Valves
	  	For 4 Pump Columns
	 Pumps and Foot Valves
	  	Excluded (Supplied by Others)
	 Dry Powder System -(Excluded (Supplied by others))

	 Platform Space for Skid
	  	None
	 CO2/Dry
Powder Skid
	  	None
	 Skid-PRV Tail Pipe Piping
	  	For PRV tail piping (HOLD)
	 Snuffing system
	  	
	 snuffing system for PRV
	  	1 set
	 Infrared Camera System
	  	None
	
	INSTRUMENTS
	 Tank level Gage 
	  	
	 Type
	  	Servo Type / Radar Type
	 Required Number
	  	1 / 1
	 Stillwell
	  	Yes
	 Transmitter
	  	Yes
	 Local Indicator
	  	Yes
	 Tank Level gage (LTD) 
	  	
	 Type
	  	Servo Type LTD System
	 Required Number
	  	1
	 Stillwell
	  	Yes
	 Transmitter
	  	Yes
	 Ave Temp Transmitter
	  	Yes
	 Density Reading
	  	Yes
	 Tank HH Level Sensor
	  	
	 Type
	  	Servo
	 Required Number
	  	1
	 Data Acquisition System
	  	Yes
	 Pressure Transmitters
	  	8
	 Pressure Gauges
	  	15
	 Pressure Switch
	  	0
	 Tank Temp Profile for DAS
	  	2
	 Flow Element
	  	3
	 Flow Transmitter
	  	3
	 Flow Element (w/Transmitter)
	  	1
	 Flow Indicator
	  	7

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

			
	 Control valve
 *Other control valve provided by CONTRACTOR
	  	 1PC: N2 Injection (2” Carbon)
 1PC: Discretionary Vent N2 (3” Carbon)
 1PC: Air (3” Carbon)

	 Temperature Sensor (RTD)
	  	15
	 Temperature Sensor (Thc “K”)
	  	4
	 Temperature Transmitter
	  	3
	 Temperature Indicator
	  	4
	 Cooldown Temp Sensor 
	  	
	 Inner Tank Bottom
	  	11 Sensors (Double Elements)
	 Inner Tank Shell
	  	13 Sensors (Double Elements)
	 Suspended Deck
	  	5 Sensors (Double Elements)
	 Leak Detection 
	  	
	 Number of Sensors
	  	7
	 Type
	  	Duplex RTD
	 Installation on outer tank bottom
	  	Yes
	 Wiring To Junction Box
	  	Yes
	 Junction Box at B L
	  	2

 CHENIERE LNG PROJECT, SABINE PASS 
 LNG STORAGE TANKS TECHNICAL DATA SHEET 
  

					
	 GAS DETECTION
	  	
	 Gas Detector (Roof)
	  	Excluded (Supplied by Others)
	 Below Bottom Slab (in Air Gap)
	  	Excluded (Supplied by Others)
	 Instrument Installation Only
	  	
	 Flow Tube
	  	0
	 Flow Transmitter
	  	0
	 Control valve
	  	12
	 PG & PI for Piping
	  	0
	 Thermo well and RTD
	  	0
	 Pressure Gauges
	  	0
	
	HOISTS
	 Hoist for Pump Loading 
	  	
	 Number/Type
	  	1 SET, JIB CRANE HOIST
	 Power Source
	  	Pneumatic
	 Capacity
	  	5.6 ton
	 Power Supply Requirement
	  	80psi(normal), 100psi(max) at tie-in point of lifting device (HOLD)
	 Junction Box None for Power Supply
	  	None
	 Hoist for PRV
	  	
	 Number/Type
	  	1 SET, Chain Block
	 Power Source
	  	Manual
	 Capacity
	  	0.2 ton (HOLD)
	 Lighting
	  	
	 Tank Roof Platform / Stairway & Emergency Ladder- A LINE

	 Number of Lighting Fixture
	  	Approx. 41
	 Type
	  	High Pressure Sodium Type
	 Illumination Level
	  	Minimum 5fc
	 Power Supply Requirement
	  	Approx. 15 kVA
	 Tank Roof Platform / Stairway & Emergency Ladder- B LINE

	 Number of Lighting Fixture
	  	Approx. 42
	 Type
	  	High Pressure Sodium Type
	 Illumination Level
	  	Minimum 5fc
	 Power Supply Requirement
	  	Approx. 15 kVA
	 Air-Craft Beaconing Light
	  	
	 Number of Lighting Fixture
	  	10
	 Type
	  	Dual 700 Watt Red Flashing ×1 / Dual 300 Watt Steady × 9
	 Power Supply Requirement
	  	Approx. 15 kVA
	 Lightning Conductor
	  	 None

	 Receptacle
	  	 7

	 Distribution Board
	  	 4

	 Junction Box
	  	 Later

	 Grounding
	  	
	 Between Inner & Outer Tanks
	  	4 sets
	 Outer Tank
	  	10 sets
	 Grounding Grid
	  	Excluded (Supplied by others)
	 Other 
	  	
	 Hydrotesting Water
	  	
	 Quantity of Test water
	  	104205 m3 / TANK	  	655,431 barrel / TANK
	 Quantity of Test water required
	  	104205 m3 / TANK / 655,431 barrel / TANK
	 Pre-Commissioning - (Excluded (Supplied by others))
	  	
	 Dew Point Requirement
	  	(-)20°C	  	(-)4°F
	 Oxygen Content Requirement
	  	Later
	 N2 requirement for Drying
	  	Later
	 N2 requirement for Purging
	  	Later

 EXHIBIT ‘K’ 
 FOR 
 LNG TANKS 
 [Design Basis] 
 July 19 
  

													
	 004
	  	19 Jul 2006	  	Revision reflecting contract basis	  		  		  		  	
	 003
	  	1 Nov.2005	  	Revision reflecting clarification meeting on Oct.31	  		  		  		  	
	 002
	  	 28Oct2005
	  	Revised by classification of ‘Rely upon’ and ‘Design Reqst’	  		  		  		  	
	 001
	  	 26Oct.2005
	  	Geotechnical data is revised to ‘Rely-on’ information	  		  		  		  	
	 000
	  		  	ISSUED FOR PROPOSAL	  		  		  		  	
							
	 NO
	  	 DATE
	  	 REASON FOR REVISION
	  	BY	  	CK’D	  	APPR	  	APPR
		  		  	Design Basis	  		  	REV.
					
		  		  	SP LNG PHASE 2 EXPANSION TERMINAL PROJECT	  		  	004

 DESIGN BASIS 
 The Design Basis consists of the following items, plus the bases of design, technical parameters and Specifications contained in the other provisions of Exhibit D and Exhibit E, including the documents and Drawings listed in Exhibit
F,G,H,I,J, which are incorporated by reference into the Design Basis. 
 Owner shall be responsible for the information designated below as “Rely
Upon”. Subject to the requirements of GC-5.1 and SC-3 of the Agreement, items listed as “Rely Upon” are considered to be part of the Design Basis. Tank Contractor is entitled to rely upon the specific information provided or to be
provided by Owner for the items designated as “Rely Upon”; however, Tank Contractor shall be obligated to take such information into account and to perform all relevant portions of the Work in accordance with such information. 

Items designated below as “Design Reqt” are design requirements which define some of the specifications, philosophies, selections, results, data or other
information that have been developed prior to the Contract Date. These design requirements must be complied with by Tank Contractor unless modified by Owner during the Project. 
  

													
	 	  	 Item
	  	 Design Basis
	  	 Remarks
	  	 DESIGN
REQT
	  	 RELY
UPON
	  	 
	 1
	  	General	  		  		  		  		  	
							
	 1.1
	  	Cool Down assumptions	  	Assume Cool Down with LNG (not LN2).	  	The agreement to this assumption will be provided by Owner.	  	 Yes
	  		  	
							
	 2
	  	Site Description	  		  		  		  		  	
							
	 2.1
	  	Wetlands	  	Delineation of wetlands is in the Army Corps of Engineers Permit	  	Owner’s responsibility	  		  	 Yes
	  	
							
	 2.2
	  	Land Available	  		  	Owner’s responsibility	  		  	 Yes
	  	
							
	 2.3
	  	Permanent Easement Availability	  		  	Owner’s responsibility	  		  	 Yes
	  	
							
	 2.4
	  	Final Site Elevation (MSL)	  	Inner tank bottom levels are identical between S101-105 tanks. Top level of each tank foundation is EL +118.5 feet.	  	Owner’s responsibility	  		  	 Yes
	  	

							
	 2.5
	  	Process and pipeways	  	See attached drawing DA-P0500 included in Exhibit J.	  	Terminated at bottom of pipe tower	  		  	 Yes
	  	
							
	 2.6
	  	Tanks	  	On elevated piles, 3 ft air gap preferred.	  	Owner requires a minimum of 3 feet of air gap between the bottom of the pile cap and ground. Tank Contractor will confirm if the 3 ft minimum air gap will be adequate for design.	  	 Yes
	  		  	

													
	 	  	 Item
	  	 Design Basis
	  	 Remarks
	  	 DESIGN
REQT
	  	 RELY
UPON
	  	 
	2.7	  	Geotechnical Conditions	  	See the Geotechnical Reports referenced in Exhibit F	  	Tanks and pipe support structures to be on pile foundations Tank Contractor will do the foundation design based on owner supplied Geotechnical report.	  		  	Yes	  	

							
	2.8	  	Differential settlement	  	The engineering design shall be such that a six (6) inch differential settlement between pile-supported structures and adjacent non-piled facilities or fill/improved areas which may occur from
Substantial Completion through the expected lifetime of the Facility will not cause any Defects with normal monitoring and maintenance provided by Owner.	  	Differential settlement in the piles supporting the pile cap for the tank and support tower will be catered to in the design of the pile cap. Differential settlement between the pile cap and the
adjacent pipe rack structure is to be incorporated in supporting structures for piping, pipe racks etc.	  		  	Yes	  	
							
	3	  	Seismic Conditions	  		  		  		  		  	
							
	3.1	  	Basic Seismic Design to be per ASCE 7 and NFPA 59A.	  	See ABS Consulting report in Exhibit F for more details	  	Tank will be designed to NFPA 59A requirements. The pipe support tower will be designed to ASCE7 requirements. Owner is responsible for the site specific seismic hazard report that forms the
basis for the design.	  		  	Yes	  	
							
	3.2	  	Operating Basis Earthquake (OBE)	  	OBE=0.03g, OBE spectral acceleration at 1-second period is 0.03 g	  		  		  	Yes	  	
							
	3.3	  	Safe Shutdown Earthquake (SSE)	  	SSE=0.05g, SSE spectral acceleration at 1-second period is 0.06 g	  		  		  	Yes	  	
							
	4	  	Climatic Data	  		  		  		  		  	
							
	4.1	  	Design Ambient Temperature	  	Minimum: 14 deg F; Maximum 90 deg F	  	No heat tracing required for freeze protection	  		  	Yes	  	
							
	4.2	  	Maximum Design Barometric Pressure Change	  	0.295 inches of Hg/hr (10 mbar/hr)	  		  		  	Yes	  	
							
	4.3	  	Maximum Design Wind Speed	  	150 mph (67.1 m/s) sustained.	  	Special wind speed requirement per CFR, Title 49, Part 193. Wind design to otherwise conform to ASCE-7, exposure C, I=1.0.	  		  	Yes	  	
							
	4.4	  	Maximum Rainfall in 24 hours , 100 year storm event	  	11 inches per hour for 100 year storm	  	49 CFR requires water removal rate at 25% of the collection rate from a 10 year frequency and one hour duration rainfall.	  		  	Yes	  	
							
	4.5	  	Maximum Design Snowfall	  	Zero	  		  		  	Yes	  	
							
	5	  	LNG Storage Tanks	  		  		  		  		  	
							
	5.1	  	Type of Tank	  	Single containment on piles, no bottom or side penetration	  	Design to be based on the specification of the requirement by Owner	  		  	Yes	  	
							
	5.2	  	Number of Tanks	  	Two	  		  		  	Yes	  	

  

 2 

											
	 	  	 Item
	  	 Design Basis
	  	 Remarks
	  	DESIGN
REQT	  	RELY
UPON
	 5.3
	  	Capacity (Gross)	  	169,600 m3	  	Tank Contractor to confirm.	  	Yes	  	
						
	 5.4
	  	Capacity (Working)	  	160,000 m3	  	Tank design will meet the requirement set by the owner.	  	Yes	  	
						
		  	Tank OD	  	269 feet (82 meters)	  	Tank Contractor to confirm.	  	Yes	  	
						
	 5.5
	  	Minimum Heel	  	1 meter	  	Minimum level sets NPSH available for in-tank pump. In-tank pumps to be supplied by the owner.	  		  	Yes
						
	 5.6
	  	Maximum Design LNG Density	  	30.5 lb/ft3 (489 kg/m3)	  		  		  	Yes
						
	2	  	Minimum Design LNG Temperature	  	-265 F (-165 C)	  	Dependent on LNG composition. Set temperature based on Hysys simulation.	  		  	Yes
						
	 5.8
	  	Maximum Internal Design Pressure	  	2.5 psig (172 mbarg)	  		  		  	Yes
						
	 5.9
	  	Support Piles	  	Piles required. See the Geotechnical Reports listed in Exhibit F.	  	Tank Contractor will design the foundation based on data in Geotechnical reports. Geotechnical reports are provided by the owner.	  	Yes	  	
						
	 5.10
	  	Maximum Tank Heat In-Leak Rate at 90 F (32.2 C)	  	Boil off Gas (BOG)=0.05 % per day	  	Calculation of the boil off gas will be provided by Tank Contractor. The requirement is set by the Owner.	  		  	Yes
						
	 5.11
	  	Instrumentation Philosophy	  	Fully automatic as shown on P&IDs in Exhibit F	  	Instrument and control philosophy needs to be determined and written. Expect controls to be PLC based.	  		  	Yes
						
	 5.12
	  	Tank spacing	  	Per NFPA-59A	  	Owner responsibility	  		  	Yes
						
	 5.13
	  	Number of in-Tank pumps	  	3 pumps with one spare well in each Tank. Spare well is not piped or wired up. Foot valve is to be provided with each spare well.	  	By Owner	  		  	Yes
						
	 5.14.
	  	Level control and safeguarding:	  	Level indicators provided to control limits of LNG level will be per NFPA 59A requirements.	  	 Two automatic, continuous Tank level gauges to be provided. In addition there is a high level gauge installed. Need density profile same as Phase 1.
Redundant temperature(leak detection) indicators in annular space.
  
 This information
will be provided by Owner.
	  	Yes	  	
						
	 5.15
	  	Tank Startup	  	Facility may be in operation prior toTank cool down	  	This means some work will be performed under hot-work permits. Positive Tank isolation is required.	  		  	Yes
						
	 5.16
	  	Tank Deluge system	  	Two monitors are located on top the platform	  	This information will be provided by Owner. Tank Contractor will design two monitors.	  	Yes	  	
						
	 6
	  	Vaporization Process & Regasification Process Pumps	  		  		  		  	
						
	 6.1
	  	LNG Primary In-Tank Pumps Type	  	In-tank vertical turbine type with inducer	  	Inducer plus one or two stages ok. By Owner	  		  	Yes

  

 3 

											
	 	  	 Item
	  	 Design Basis
	  	 Remarks
	  	DESIGN
REQT	  	RELY
UPON
	6.2	  	Number of In-Tank Sendout Pumps/Tank	  	Three per Tank	  	By Owner	  		  	Yes
						
	6.3	  	In-Tank Sendout Pump Capacity	  	Normal 3,912 gpm @ 100 psig, rated at 4,304 gpm	  	Confirm flow rates. By Owner Pump well will be designed based on this condition by Tank Contractor.	  		  	Yes
						
	7	  	Utilities	  		  		  		  	
						
	7.1	  	Power available(for E&I design)	  	110/220V, 60 Hz, 3 phase,3 wire to Pipetower	  		  		  	Yes
						
	7.2	  	Water requirements Hydrotest	  	Need about 100,000 m3 (26.4 million gallons) water to fill a Tank over a 2 week duration.	  	Owner’s responsibility. Water quality shall meet API 620 Appendix Q.8.3. requirements and less than 250 ppm total suspended solids.	  		  	Yes
						
	8	  	Miscellaneous	  		  		  		  	
						
	8.1	  	Cryogenic Valve and Pipe Requirements	  		  		  		  	
						
	8.1.1	  	Valves	  		  		  		  	
						
		  		  	All cryogenic valves will have a minimum extension of 18 inches as measured from top of flange.	  	Tank Contractor will design to the 18 inch extension based on the information provided by Owner.	  	Yes	  	
						
	8.1.2	  	Control valves	  		  	Owner to provide	  		  	Yes
						
	8.2	  	Piping:	  		  		  		  	
						
	8.2.1	  	P&ID	  		  	Owner to provide	  		  	Yes
						
	9	  	Guarantees and Warranties	  		  		  		  	
						
	9.1	  	Tank Heat Leak	  	Boil off Gas (BOG)= 0.05% per day based on pure methane using approved calculation methodology.	  	The BOG quantity requirement is from Owner. Tank Contractor will design based on the specified BOG rate.	  	Yes	  	

  

 4 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT
(EPC) LNG TANK CONTRACT 
 EXHIBIT L 
 SCOPE OF MANAGEMENT CONTRACTOR’S AUTHORITY 
 AS AUTHORIZED REPRESENTATIVE 
 1. Introduction 
 1.1 Management Contractor shall have
the authority to act on behalf of PURCHASER as set forth below. 
 2. Scheduling and Other Construction Planning 
 2.1 Management Contractor is authorized to request and receive from TANK CONTRACTOR information necessary to organize the Phase 2 Project, including the
creation of Phase 2 Project master schedules. 
 2.2 Management Contractor is authorized to request and receive from TANK CONTRACTOR
information necessary to prepare PURCHASER cost reports, progress reports, construction forecasts, estimates of monthly cash requirements, estimates for contract progress payments, and such other reports and data as may be required by PURCHASER.

 3. Performance, Quality and Progress of TANK CONTRACTOR’s Work 
 3.1 Management Contractor is authorized to request and review Permits and other licenses required by the Tank Contract to ensure TANK CONTRACTOR is in compliance with its contractual requirements under the Tank
Contract. 
 3.2 Management Contractor is authorized to review with TANK CONTRACTOR and to comment on various procedures related to the
performance of the Work, such as welding procedures, testing procedures, calibration procedures, or other procedures necessary for the performance of the Work and for which input from PURCHASER is required by the Tank Contract or otherwise is
desirable. 
 3.3 Management Contractor is authorized to monitor the progress of TANK CONTRACTOR’s Work and observe all such Work at the
Phase 2 Site. If requested by PURCHASER, Management Contractor is authorized to observe the performance of such Work at other locations. 
 3.4 Management Contractor is authorized to inspect the Work to the same extent PURCHASER is permitted to do so under the Tank Contract. 
 3.5 Management Contractor is authorized to issue to TANK CONTRACTOR notices of non-conforming Work in accordance with the Tank Contract; if necessary and appropriate, Management Contractor may recommend to PURCHASER further action with
respect to TANK CONTRACTOR, including termination for default if TANK CONTRACTOR fails to correct such non-conforming Work in accordance with the terms of the Tank Contract. Management Contractor is not authorized to issue such termination for
default on behalf of PURCHASER. 
 Tank Contract 
 Exhibit L 

 3.6 Management Contractor is authorized to assist PURCHASER with the enforcement of warranties from TANK
CONTRACTOR and its Subcontractors and Sub-subcontractors on the Phase 2 Project. 
 3.7 On behalf of and as requested by PURCHASER,
Management Contractor also is authorized to perform expediting, quality surveillance and traffic services with respect to materials, equipment and supplies procured through TANK CONTRACTOR. As used herein, quality surveillance services consists of
the review, observation and evaluation of processes, procurement, manufacturing operations, quality control systems and programs to monitor TANK CONTRACTOR compliance with contractual quality requirements. This does not include directing TANK
CONTRACTOR’s Subcontractors. 
 3.8 Management Contractor is authorized to review and determine quantities of materials and equipment
installed by TANK CONTRACTOR and to assess the percentage completion of the Work. 
 3.9 Management Contractor is authorized to monitor TANK
CONTRACTOR’s compliance, or lack thereof, with the Tank Contract Schedule. In the event TANK CONTRACTOR is not in compliance with the Tank Contract Schedule, Management Contractor may issue a notice of non-compliance to TANK CONTRACTOR and
direct TANK CONTRACTOR to comply with its schedule obligations, to the extent PURCHASER is permitted to do so under the Tank Contract. Management Contractor is not authorized to order acceleration of the Work if such acceleration would warrant a
Change Order under the Tank Contract. 
 4. Review of Items and Requests for Information Submitted by TANK CONTRACTOR 
 4.1 Management Contractor is authorized to receive and review items submitted by TANK CONTRACTOR, including drawings, shop drawings, and samples.
Management Contractor is authorized to request additional information regarding such items, reject such items and accept such items to the same extent PURCHASER is permitted to do so under the Tank Contract. 
 4.2 Management Contractor is authorized to receive and review requests for information (“RFIs”) submitted by TANK CONTRACTOR and to respond to
such RFIs on behalf of PURCHASER. 
 5. Safety and Security 
 5.1 Management Contractor is authorized to monitor and direct compliance with the Phase 2 Project security obligations of TANK CONTRACTOR to the same extent PURCHASER is permitted to do so under the Tank Contract.

  

 2 

 5.2 Management Contractor is authorized to monitor and direct compliance with Phase 2 Project safety
obligations of TANK CONTRACTOR. This includes the authority to issue instructions related to safety and to stop unsafe Work by TANK CONTRACTOR to the same extent PURCHASER is permitted to do so under the Tank Contract. Management Contractor may
recommend to PURCHASER the removal from the Phase 2 Project of personnel not complying with the safety requirements of the Phase 2 Project, but Management Contractor may not direct that such personnel be removed. 
 5.3 Management Contractor is authorized to instruct TANK CONTRACTOR, its Subcontractors and Subsubcontractors to stop Work in any area where Hazardous
Materials are discovered. Management Contractor is also authorized to instruct TANK CONTRACTOR and its Subcontractors and Sub-subcontractors to leave and not re-enter any portion of the Phase 2 Site where Hazardous Materials are discovered.

 5.4 Management Contractor is authorized to work with the safety representatives of TANK CONTRACTOR for implementation by TANK CONTRACTOR
of specific programs designed to enhance safety awareness and promote accident and fire prevention. 
 6. Insurance 
 6.1 Management Contractor is authorized to request and receive certificates of insurance, policies of insurance and any other information related to
insurance from TANK CONTRACTOR to the same extent PURCHASER is permitted to do so under the Tank Contract. 
 6.2 Management Contractor is
authorized to request information and documents necessary to ensure that TANK CONTRACTOR is in compliance with the insurance obligations of the Tank Contract. 
 6.3 Management Contractor is authorized to investigate claims made by any TANK CONTRACTOR on any insurance policy provided by Management Contractor or PURCHASER with respect to the Phase 2 Project. 
 7. Payment of TANK CONTRACTOR 
 7.1 Management
Contractor is authorized to request and receive estimates and forecasts of the monthly cash flow requirements of TANK CONTRACTOR as necessary to fund the bank account designated for the payment of contractor invoices on the Phase 2 Project
(“Company Contractor Payment Account”). TANK CONTRACTOR shall comply with such requests. 
 7.2 Management Contractor is authorized
to receive and review Invoices from TANK CONTRACTOR and to provide its review and recommendations regarding such Invoices to PURCHASER. 
 7.3 Management Contractor is authorized to request and receive lien and claim waivers required by the Tank Contract. 
  

 3 

 7.4 Management Contractor is authorized to request and receive other documents and documentation required
by the Tank Contract to be included in Invoices or delivered with Invoices. 
 7.5 Management Contractor is authorized to make payment on
Invoices from the Company Contractor Payment Account. 
 7.6 Management Contractor shall not be authorized to withhold any amounts invoiced
by TANK CONTRACTOR, except with the express written consent of or direction from PURCHASER. 
 8. Completion of TANK CONTRACTOR Work 
 8.1 Management Contractor is authorized to work with TANK CONTRACTOR to develop punchlists for the Work as required by the Tank Contract. 
 8.2 Management Contractor is authorized to identify and direct the correction of the Work (including Corrective Work) of TANK CONTRACTOR that is not in
compliance with the requirements of the Tank Contract to the same extent PURCHASER is permitted to do so under the Tank Contract. 
 8.3
Management Contractor is authorized to receive certificates or notices of completion from TANK CONTRACTOR, to review and evaluate any such certificates and notices, and to make recommendations to PURCHASER regarding whether TANK CONTRACTOR’s
Work is complete with respect to such notice or certificate. Management Contractor is not authorized to approve any such certificates or notices without the express written consent of or direction from PURCHASER. 
 9. TANK CONTRACTOR Claims and Requests for Change Orders 
 9.1 Management Contractor is authorized to receive and review claims, by requests for Change Orders or otherwise, for additional time and additional compensation from TANK CONTRACTOR with respect to the performance of the Work under the
Tank Contract. With respect to such claims, Management Contractor is authorized to request additional information and to seek clarification of such claims, and if Management Contractor believes that the claim is not justified under the Tank
Contract, Management Contractor is authorized to convey that belief to TANK CONTRACTOR. Management Contractor is authorized to make recommendations to PURCHASER about accepting or rejecting such claims and regarding whether Management Contractor
believes a Change Order is justified under the Tank Contract. 
 9.2 If instructed by PURCHASER to do so, Management Contractor is authorized
to negotiate Change Orders with TANK CONTRACTOR regarding claims. TANK CONTRACTOR retains the right to finalize negotiations of any such Change Order directly with PURCHASER. Management Contractor is not authorized to execute Change Orders on behalf
of PURCHASER. 
  

 4 

 10. Site Access, Coordination, Lay Down and Storage 
 10.1 Management Contractor is authorized to coordinate access of TANK CONTRACTOR and its Subcontractors and Subsubcontractors to and from the Phase 2
Site. As part of this coordination, Management Contractor is authorized to schedule and coordinate access to the construction dock, plant, roads, and other delivery routes for all TANK CONTRACTOR and its Subcontractors and Subsubcontractors.

 10.2 Management Contractor is authorized to coordinate and assign available space on the Phase 2 Site for lay down of materials, storage
of materials and equipment and location of facilities, provided that Management Contractor first consults with PURCHASER regarding such lay down, storage and location. If TANK CONTRACTOR believes that a change to the agreed assignment forms the
basis for a Change Order, TANK CONTRACTOR shall seek relief pursuant to the terms of General Condition 32, titled CHANGES. 
 11. Permits and Other
Governmental Requirements 
 11.1 Management Contractor is authorized to assist PURCHASER in acquiring Permits required for the Phase 2
Project. 
 11.2 Management Contractor is authorized to request and receive information from TANK CONTRACTOR necessary for PURCHASER to
comply with Applicable Law and any requirements of any Governmental Instrumentality with respect to sales and use tax or other Taxes on the Phase 2 Project. Management Contractor does not have audit rights over the TANK CONTRACTOR, and any
information requested shall be solely related to the Tank Contract. 
 12. Notice of Exercise of Authority Herein 
 12.1 Management Contractor shall provide PURCHASER with a copy of any written instruction, directive, notice, or other document issued hereunder.

 13. PURCHASER Right to Request Withdrawal and Supersede 
 13.1 If Management Contractor exercises its authority herein by issuing to TANK CONTRACTOR a directive, instruction, or order; or by granting any permission; or otherwise; PURCHASER may request that Management
Contractor withdraw or retract such directive, instruction, order, permission, or other exercise of authority, and Management Contractor shall do so within two (2) Days of any such request by PURCHASER. 
 13.2 PURCHASER has the right to supersede any exercise by Management Contractor of Management Contractor’s authority granted herein. 
 14. No Agency 
 14.1 Notwithstanding any provision
express or implied to the contrary, Management Contractor is not PURCHASER’s agent and is not authorized to enter into contracts or agreements on behalf of PURCHASER, execute Change Orders or other contractual modifications on behalf of
PURCHASER, or otherwise contractually bind PURCHASER. 
  

 5Engineer, Procure and Construct (EPC) LNG Unit Rate Soil Contract

 Exhibit 10.9 
 Execution Version 
 SABINE PASS LNG PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT (EPC) LNG UNIT RATE 
 SOIL IMPROVEMENT CONTRACT 
 Soil Contract Form of Agreement 
  

							
	 Soil Contractor:
	  	Remedial Construction	  	 Purchaser:
	  	 Sabine Pass LNG, L.P.

		  	 Services, L.P
	  	  
 Address:
	  	  
 717 Texas Avenue

		  		  		  	 Suite 3100

	 Address:
	  	 9720 Derrington
	  		  	 Houston, TX 77002

		  	 Houston, TX 77064
	  		  	
				
	 Contact:
	  	 Steven R. Birdwell
	  	 Contact:
	  	 Ed Lehotsky

				
	 Telephone:
	  	 281-955-2442
	  	 Telephone:
	  	 713-265-0206

				
	 Facsimile:
	  	 281-890-5172
	  	 Facsimile:
	  	 713-659-5459

 This “Soil Contract” is dated effective as of the 21st day of July, 2006 (the “Effective
Date”), between Sabine Pass LNG, L.P. (“PURCHASER”) and Remedial Construction Services, L.P, a Texas limited partnership (“SOIL CONTRACTOR,” and together with PURCHASER, each a “Party,” and together the
“Parties”) who hereby agree that all Work specified below shall be performed by SOIL CONTRACTOR in accordance with all the provisions of this Soil Contract, consisting of the following “Soil Contract Documents”: 
 This Soil Contract Form of Agreement 
 Exhibit
“A” – General Conditions 
 Exhibit “B” – Special Conditions 
 Exhibit “C” – Quantities, Pricing and Data 
 Exhibit “D” – Scope of Work 
 Exhibit “E” – Scope of Management
Contractor’s Authority as Authorized Representative 
 Exhibit “F” – Form of Consent and Agreement 
  

	1.	WORK TO BE PERFORMED: Except as specified elsewhere in the Soil Contract, SOIL CONTRACTOR shall furnish all plant; labor; materials; tools; supplies; equipment;
transportation; supervision; technical; professional and other services; and shall perform all operations necessary and required to satisfactorily: 

 Engineer, Procure and Construct the soil remediation and improvement on the Phase 2 Site, in accordance with the Soil Contract Documents. 

	2.	SCHEDULE: The Work shall be performed in accordance with the dates set forth in Special Condition 8, SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK.

  

	3.	COMPENSATION: As full consideration for the satisfactory performance by SOIL CONTRACTOR of this Soil Contract, PURCHASER shall pay to SOIL CONTRACTOR the Soil Contract Price
in accordance with the amounts set forth in Exhibit “C” and the payment provisions of this Soil Contract. 

 This Soil Contract
embodies the entire agreement between PURCHASER and SOIL CONTRACTOR with respect to the subject matter herein and supersedes all other writings. The Parties shall not be bound by or be liable for any statement, representation, promise, inducement or
understanding not set forth herein. 
  

									
	 PURCHASER:
	 		 	 SOIL CONTRACTOR:

			
	 Sabine Pass LNG, L.P.
	 		 	 Remedial Construction Services, L.P

			
	 Authorized
	 		 	 Authorized

	 Signature:
	 	 /s/ Stanley C. Horton
	 		 	 Signature:
	 	 /s/ Steven R. Birdwell

	 Print Name:
	 	 Stanley C. Horton
	 		 	 Print Name:
	 	 Steven R. Birdwell

	 Print Title:
	 	 Chief Executive Officer
	 		 	 Print Title:
	 	 Manager of General Partner

  

 Page 2 of 2 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 ENGINEERING, PROCURE AND
CONSTRUCT (EPC) UNIT RATE 
 SOIL IMPROVEMENT CONTRACT 
 EXHIBIT “A” GENERAL CONDITIONS 
 TABLE OF CONTENTS 
  

					
	 GC
	  	 Title
	  	 Page

	 GC-1
	  	 INDEPENDENT CONTRACTOR
	  	3
	 GC-2
	  	 AUTHORIZED REPRESENTATIVES
	  	3
	 GC-3
	  	 NOTICES
	  	3
	 GC-4
	  	 SOIL CONTRACT INTERPRETATION
	  	4
	 GC-5
	  	 ORDER OF PRECEDENCE
	  	4
	 GC-6
	  	 STANDARDS AND CODES
	  	4
	 GC-7
	  	 LAWS AND REGULATIONS
	  	5
	 GC-8
	  	 PERMITS
	  	5
	 GC-9
	  	 TAXES
	  	5
	 GC-10
	  	 LABOR, PERSONNEL AND WORK RULES
	  	6
	 GC-11
	  	 COMMERCIAL ACTIVITIES
	  	7
	 GC-12
	  	 PUBLICITY AND ADVERTISING
	  	7
	 GC-13
	  	 SAFETY AND HEALTH
	  	7
	 GC-14
	  	 ENVIRONMENTAL REQUIREMENTS
	  	9
	 GC-15
	  	 SITE CONDITIONS AND NATURAL RESOURCES
	  	11
	 GC-16
	  	 DIFFERING SITE CONDITIONS
	  	12
	 GC-17
	  	 TITLE TO MATERIALS FOUND
	  	13
	 GC-18
	  	 SURVEY CONTROL POINTS AND LAYOUTS
	  	13
	 GC-19
	  	 SOIL CONTRACTOR’S WORK AREA
	  	13
	 GC-20
	  	 CLEANING UP
	  	13
	 GC-21
	  	 COOPERATION WITH OTHERS AND NO INTERFERENCE WITH PHASE 1 FACILITY
	  	14
	 GC-22
	  	 RESPONSIBILITY FOR WORK, SECURITY AND PROPERTY
	  	15
	 GC-23
	  	 SOIL CONTRACTOR’S PLANT, EQUIPMENT AND FACILITIES
	  	16
	 GC-24
	  	 ILLUMINATION
	  	17
	 GC-25
	  	 USE OF COMPLETED PORTIONS OF WORK
	  	17
	 GC-26
	  	 USE OF PURCHASER’S CONSTRUCTION EQUIPMENT OR FACILITIES
	  	17
	 GC-27
	  	 FIRST AID FACILITIES
	  	18
	 GC-28
	  	 INSPECTION, QUALITY SURVEILLANCE, REJECTION OF MATERIALS AND WORKMANSHIP
	  	19
	 GC-29
	  	 TESTING
	  	19
	 GC-30
	  	 EXPEDITING
	  	19
	 GC-31
	  	 FORCE MAJEURE
	  	20
	 GC-32
	  	 CHANGES
	  	21
	 GC-33
	  	 DISPUTES
	  	23

  

 Page 1 of 51 

					
	 GC-34
	  	 TITLE AND RISK OF LOSS
	  	24
	 GC-35
	  	 QUALITY ASSURANCE PROGRAM
	  	25
	 GC-36
	  	 RECORDS AND AUDIT
	  	26
	 GC-37
	  	 WARRANTY/DEFECT CORRECTION PERIOD
	  	27
	 GC-38
	  	 BACKCHARGES
	  	31
	 GC-39
	  	 INDEMNITY
	  	32
	 GC-40
	  	 PATENT AND INTELLECTUAL PROPERTY INDEMNITY
	  	35
	 GC-41
	  	 RIGHT TO WORK PRODUCT
	  	36
	 GC-42
	  	 ASSIGNMENTS AND SUBCONTRACTS
	  	38
	 GC-43
	  	 NONDISCLOSURE
	  	40
	 GC-44
	  	 SUSPENSION
	  	41
	 GC-45
	  	 TERMINATION FOR DEFAULT
	  	42
	 GC-46
	  	 OPTIONAL TERMINATION
	  	44
	 GC-47
	  	 ACCEPTANCE AND COMPLETION
	  	45
	 GC-48
	  	 COOPERATION WITH LENDER
	  	47
	 GC-49
	  	 ENGINEERING AND DESIGN RESPONSIBILITIES OF SOIL CONTRACTOR
	  	47
	 GC-50
	  	 NON-WAIVER
	  	47
	 GC-51
	  	 SEVERABILITY
	  	48
	 GC-52
	  	 SURVIVAL
	  	48
	 GC-53
	  	 EQUAL EMPLOYMENT OPPORTUNITY
	  	48
	 GC-54
	  	 SMALL, MINORITY AND WOMEN OWNED BUSINESS ENTERPRISES
	  	49
	 GC-55
	  	 SUBORDINATION OF LIENS
	  	49

 APPENDICES 
  

	A-1	GLOSSARY SMALL, MINORITY AND WOMEN OWED BUSINESS ENTERPRISES (S/M/WBE) 

  

 Page 2 of 51 

 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT UNIT RATE 
 SOIL IMPROVEMENT CONTRACT

 EXHIBIT “A” – GENERAL CONDITIONS 
 GC-1 INDEPENDENT CONTRACTOR 
  

	1.1	SOIL CONTRACTOR represents that it is fully experienced, properly qualified, registered, licensed, equipped, organized, and financed to perform the Work under this Soil Contract.
SOIL CONTRACTOR shall act as an independent contractor and not as the agent of PURCHASER in performing this Soil Contract, maintaining complete control over its employees and all of its associates, Subcontractors and Sub-subcontractors. Nothing
contained in this Soil Contract or any Subcontract or Sub-subcontract awarded by SOIL CONTRACTOR shall create any contractual relationship between any Subcontractor or Sub-subcontractor and PURCHASER. SOIL CONTRACTOR shall perform the Work using
Good Engineering and Construction Practices and subject to compliance with the Soil Contract. 

 GC-2 AUTHORIZED REPRESENTATIVES

  

	2.1	Before starting any Work, SOIL CONTRACTOR shall designate in writing an authorized representative acceptable to PURCHASER to represent and act for SOIL CONTRACTOR and shall specify
any and all limitations of such representative’s authority. PURCHASER agrees that SOIL CONTRACTOR’s Key Personnel are acceptable to PURCHASER. Such representative shall be present or be represented at the Phase 2 Site at all times when
Work is in progress and shall be empowered to receive communications in accordance with this Soil Contract on behalf of SOIL CONTRACTOR. During periods when the Work is suspended, arrangements shall be made for an authorized representative
acceptable to PURCHASER for any emergency Work that may be required. All communications given to the authorized representative by PURCHASER in accordance with this Soil Contract shall be binding upon SOIL CONTRACTOR. PURCHASER shall designate in
writing one or more representatives to represent and act for PURCHASER and to receive communications from SOIL CONTRACTOR. Notification of changes of authorized representatives for either PURCHASER or SOIL CONTRACTOR shall be provided in advance, in
writing, to the other Party. 

 GC-3 NOTICES 
  

	3.1	Any notices required hereunder shall be in writing and may be served either personally on the authorized representative of the receiving Party at the Phase 2 Site, by facsimile, by
courier or express delivery, or by certified mail to the facsimile number or address of that Party as shown on the face of the Soil Contract Form of Agreement or at such facsimile number or address as may have been directed by written notice.

  

 Page 3 of 46 

 GC-4 SOIL CONTRACT INTERPRETATION 
  

	4.1	All questions concerning interpretation or clarification of this Soil Contract or applicable standards and codes, including the discovery of conflicts, discrepancies, errors or
omissions, or the acceptable performance thereof by SOIL CONTRACTOR, shall be immediately submitted in writing to PURCHASER for resolution. Subject to the provisions of General Condition 32, titled CHANGES, all determinations, instructions, and
clarifications of PURCHASER shall be final and conclusive unless determined to have been fraudulent or capricious, or arbitrary, or so grossly erroneous as necessarily to imply bad faith, or not supported by substantial evidence. At all times SOIL
CONTRACTOR shall proceed with the Work in accordance with the determinations, instructions, and clarifications of PURCHASER. SOIL CONTRACTOR shall be solely responsible for requesting instructions or interpretations and shall be solely liable for
any costs and expenses arising from its failure to do so. 

 GC-5 ORDER OF PRECEDENCE 
  

	5.1	All Soil Contract Documents and subsequently issued Change Orders and amendments are essential parts of this Soil Contract and a requirement occurring in one is binding as though
occurring in all. In resolving conflicts, discrepancies, or errors the following order of precedence shall be used: 

  

	 	(1)	Soil Contract Form of Agreement 

  

	 	(2)	Exhibit “B” – Special Conditions 

  

	 	(3)	Exhibit “A” – General Conditions 

  

	 	(4)	Exhibit “E” – Scope of Management Contractor’s Authority as Authorized Representative 

  

	 	(5)	Exhibit “C” – Quantities, Pricing and Data 

  

	 	(6)	Exhibit “D” – Scope of Work 

 GC-6 STANDARDS AND CODES

  

	6.1	Wherever references are made in this Soil Contract to standards or codes in accordance with which the Work under this Soil Contract is to be performed, the edition or revision of
the standards or codes current on the Effective Date of this Soil Contract shall apply unless otherwise expressly stated. In case of conflict between any referenced standards and codes and any Soil Contract Documents, General Condition 4, titled
SOIL CONTRACT INTERPRETATION shall apply. 

  

	6.2	SOIL CONTRACTOR shall, in preparation of its detail design, select the more stringent of applicable local, national and international standards or codes of practice, when not
otherwise specified in the Soil Contract Documents or writing by PURCHASER. 

  

 Page 4 of 51 

 GC-7 LAWS AND REGULATIONS 
  

	7.1	All Applicable Laws in effect at the time the Work under this Soil Contract is performed shall apply to SOIL CONTRACTOR and its employees and representatives.

  

	7.2	If SOIL CONTRACTOR discovers any discrepancy or inconsistency between this Soil Contract and any Applicable Law, SOIL CONTRACTOR shall immediately notify PURCHASER in writing.

  

	7.3	If during the term of this Soil Contract there is any Change in Law (but excluding changes to Tax laws where such Taxes are based upon SOIL CONTRACTOR’s inventory, income,
profits/losses or cost of finance) not known or foreseeable at the Effective Date which become effective and which affect the cost or time of performance of this Soil Contract, SOIL CONTRACTOR shall immediately notify PURCHASER and submit detailed
documentation of such effect in terms of both time and cost of performing the Soil Contract. If the Work is affected by such changes and PURCHASER concurs with their effect, an equitable adjustment will be made pursuant to General Condition 32,
titled CHANGES. 

 GC-8 PERMITS 
  

	8.1	PURCHASER shall provide the Permits as set forth and limited to those Permits identified in Special Condition 6, titled PURCHASER PERMITS. 

  

	8.2	SOIL CONTRACTOR shall procure and pay for all SOIL CONTRACTOR Permits, and shall furnish any documentation, bonds, security or deposits required to permit performance of the Work.

  

	8.3	SOIL CONTRACTOR shall provide PURCHASER with copies of such SOIL CONTRACTOR Permits as soon as reasonably practicable after they are obtained. SOIL CONTRACTOR shall provide
information, assistance and documentation to PURCHASER as reasonably requested in connection with the PURCHASER Permits; provided that such information, assistance and documentation shall not include SOIL CONTRACTOR’s provision of information,
testimony, documents or data by SOIL CONTRACTOR employees under oath (unless specifically authorized by SOIL CONTRACTOR) and activities outside the field of SOIL CONTRACTOR’s expertise, training or experience of personnel assigned to the
performance of the Work under this Soil Contract (except to the extent provided for by Change Order issued pursuant to General Condition 32, titled CHANGES ). 

 GC-9 TAXES 
  

	9.1	Subject to the Louisiana Sales and Use Tax Allowance in SC-43.5, the Soil Contract Price includes all Taxes and SOIL CONTRACTOR shall pay all Taxes, levies, duties and assessments
of every nature due in connection with the Work under this Soil Contract and shall make any and all payroll deductions and withholdings required by Applicable Law, and hereby indemnifies and holds harmless PURCHASER Group from any liability on
account of any and all such Taxes, levies, duties, assessments and deductions. 

  

 Page 5 of 51 

 GC-10 LABOR, PERSONNEL AND WORK RULES 
  

	10.1	Design Activities 

  

	 	(1)	PURCHASER’S written approval of all SOIL CONTRACTOR personnel assigned to perform the Work shall be a condition precedent to payment of their costs. SOIL CONTRACTOR shall
submit resumes for each individual setting forth educational and professional qualifications, experience, tasks to be performed, position, and compensation. SOIL CONTRACTOR shall verify all academic degrees and professional credentials and certifies
the accuracy of any SOIL CONTRACTOR submitted qualifications. 

  

	 	(2)	PURCHASER shall review and approve or reject assignments for cause within ten (10) Days. Approval of assignments shall not relieve SOIL CONTRACTOR of the full responsibilities
of employer and shall create no direct relationship between the individual and PURCHASER. 

  

	 	(3)	SOIL CONTRACTOR shall assign only competent and qualified personnel and shall at all times be solely responsible for their work quality. PURCHASER may request the removal of
individual employees for cause at any time and SOIL CONTRACTOR agrees to comply and to promptly provide acceptable replacement personnel. 

  

	10.2	Procurement and Construction Activities 

  

	 	(1)	SOIL CONTRACTOR shall employ only competent and skilled personnel to perform the Work and shall remove from the Phase 2 Site any SOIL CONTRACTOR personnel determined to be unfit or
to be acting in violation of any provision of this Soil Contract. SOIL CONTRACTOR is responsible for maintaining labor relations in such manner that there is harmony among workers and shall comply with and enforce Phase 1 and Phase 2 Project and
Phase 2 Site procedures, regulations, work rules and work hours established by PURCHASER. 

  

	 	(2)	PURCHASER may at its sole discretion deny access to the Phase 2 Site to any individual by written notice to SOIL CONTRACTOR. In the event an employee is excluded from the Phase 2
Site, SOIL CONTRACTOR shall promptly replace such individual with another who is fully competent and skilled to perform the Work. 

  

	 	(3)	 SOIL CONTRACTOR is responsible for maintaining labor relations in such manner that, so far as reasonably practicable, there is harmony among workers. SOIL
CONTRACTOR and its Subcontractors and Sub-subcontractors shall conduct their labor relations in accordance with the recognized prevailing local area practices. SOIL CONTRACTOR shall inform PURCHASER promptly of any labor dispute, anticipated labor
dispute, request or demand by a labor 

  

 Page 6 of 51 

	 	 
organization, its representatives or members which may reasonably be expected to affect the Work. SOIL CONTRACTOR further agrees to inform PURCHASER, before
any commitments are made, during the negotiations of any agreements or understandings with local or national labor organizations. 

  

	 	(4)	Notwithstanding the foregoing, PURCHASER shall not have any liability and SOIL CONTRACTOR agrees to release, indemnify, defend and hold harmless the PURCHASER Group from and against
any and all claims, causes of action, damages, losses, cost and expenses (including all reasonable attorneys’ fees and litigation or arbitration expenses) and liabilities, of whatsoever kind or nature, which may directly or indirectly arise or
result from SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor choosing to terminate the employment of any such employee (including any Key Person) or remove such employee from the Project who fails to meet the foregoing requirements
following a request by PURCHASER to have such employee removed from the Work. Any such employee shall be replaced at the cost and expense of SOIL CONTRACTOR or the relevant Subcontractor or Sub-subcontractor. 

 GC-11 COMMERCIAL ACTIVITIES 
  

	11.1	Neither SOIL CONTRACTOR nor its employees shall establish any commercial activity or issue concessions or permits of any kind to any Person for establishing commercial activities on
the Phase 2 Site or any other lands owned or controlled by PURCHASER. 

 GC-12 PUBLICITY AND ADVERTISING 
  

	12.1	Neither SOIL CONTRACTOR nor its Subcontractors or Sub-subcontractors shall make any announcement, take any photographs of any part of the Phase 2 Facility for publicity or
advertising purposes, issue a press release, advertisement, publicity material, financial document or similar matter or participate in a media interview that mentions or refers to the Work or any part of the Phase 2 Facility or release any
information concerning this Soil Contract, or the Phase 1 or Phase 2 Project, or any part thereof to any member of the public, press, business entity, or any official body unless prior written consent is obtained from PURCHASER, which shall not be
unreasonably withheld. 

 GC-13 SAFETY AND HEALTH 
  

	13.1	SOIL CONTRACTOR shall be solely responsible for conducting operations under this Soil Contract to avoid risk of harm to the health and safety of persons and property and for
inspecting and monitoring all its equipment, materials and work practices to ensure compliance with its obligations under this Soil Contract. 

  

	13.2	SOIL CONTRACTOR shall be solely responsible for developing and implementing a Safety and Health Plan (S&H Plan) pursuant to the terms of this Soil Contract. SOIL
CONTRACTOR’s S&H Plan shall as a minimum conform and comply with: 

  

	 	(1)	Applicable Law governing safety and health in the workplace; 

  

 Page 7 of 51 

	 	(2)	SOIL CONTRACTOR’s specific Scope of Work under this Soil Contract; 

  

	 	(3)	PURCHASER’s safety and health standards as set forth in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS, as well as any S&H Plan written by or on
behalf of PURCHASER, including revisions thereto; and 

  

	 	(4)	Operating Plant Procedures developed for the Facility by PURCHASER or Bechtel and delivered to SOIL CONTRACTOR after the Effective Date. 

  

	13.3	Within thirty (30) Days after the Effective Date and in any event prior to commencing Work at the Phase 2 Site, SOIL CONTRACTOR shall submit its S&H Plan to PURCHASER for
review and approval. 

  

	13.4	To the extent allowed by Applicable Law, SOIL CONTRACTOR shall assume all responsibility and liability with respect to all matters regarding the safety and health of its employees
and the employees of Subcontractors and Sub-subcontractors with respect to the risks under this Soil Contract. 

  

	13.5	SOIL CONTRACTOR’s failure to correct any unsafe condition or unsafe act by SOIL CONTRACTOR or any Subcontractors or Sub-subcontractors may, at the sole discretion of PURCHASER,
be grounds for an order by PURCHASER to stop the affected Work or operations until the unsafe act or condition is corrected to PURCHASER’s satisfaction at SOIL CONTRACTOR’s expense. 

  

	13.6	If the unsafe act or condition continues despite notice and reasonable opportunity to affect a resolution, PURCHASER may, at its sole discretion, correct the unsafe act or condition
at SOIL CONTRACTOR’s expense pursuant to General Condition 38, titled BACKCHARGES or terminate this Soil Contract pursuant to General Condition 45, titled TERMINATION FOR DEFAULT. 

  

	13.7	SOIL CONTRACTOR shall assign to the Phase 2 Site one (or more as necessary for compliance with the terms of this clause) safety representative(s) acceptable to PURCHASER. Such
safety representative(s) shall be physically located at the Phase 2 Site, shall have authority for correcting unsafe acts or conditions by SOIL CONTRACTOR or any Subcontractors and Sub-subcontractors, and shall participate in periodic safety
meetings with PURCHASER. SOIL CONTRACTOR shall instruct its personnel on the requirements of SOIL CONTRACTOR’s S&H Plan and coordinate with other contractors and subcontractors at the Phase 1 and Phase 2 Sites on safety matters required for
the Work. 

  

	13.8	Unless otherwise specified by PURCHASER, SOIL CONTRACTOR shall furnish all safety equipment required for the Work, require the use of such safety equipment, and provide safety
instructions to its employees. All safety equipment must be manufactured to a standard acceptable to PURCHASER as set forth in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS. 

  

 Page 8 of 51 

	13.9 	SOIL CONTRACTOR shall maintain accident and injury records as required by Applicable Law. Such records will be made available to PURCHASER upon request. SOIL CONTRACTOR shall
furnish PURCHASER with a weekly and monthly summary of accidents, injuries, and labor hours lost to work-related injuries of its employees and employees of all Subcontractors and Sub-subcontractors in a form and format designated by PURCHASER.

  

	13.10 	SOIL CONTRACTOR shall immediately report to PURCHASER any death, injury or damage to property incurred or caused by SOIL CONTRACTOR’s employees and employees of any
Subcontractors or Sub-subcontractors. In addition, in the event of any safety incident involving a significant non-scheduled event such as fires, explosions or mechanical failures, or in the event of any safety incident involving non-scheduled LNG
or Natural Gas releases or unusual over-pressurizations of which SOIL CONTRACTOR is aware, SOIL CONTRACTOR shall provide a written report to PURCHASER within eight (8) hours of the occurrence of such incident; provided, however, notification
shall be provided to PURCHASER immediately if the incident is of significant magnitude to threaten public or employee safety or interrupt the Work. 

 GC-14 ENVIRONMENTAL REQUIREMENTS 
  

	14.1	Throughout performance of the Work, SOIL CONTRACTOR shall conduct all operations in such a way as to minimize impact upon the natural environment and prevent any spread or release
of Hazardous Materials. 

  

	14.2	SOIL CONTRACTOR shall: 

  

	 	(1)	Comply with Applicable Law governing environmental requirements and conduct the Work based on the requirements of this Soil Contract, including compliance with Permit requirements
and Project plans and approvals. 

  

	 	(2)	Provide all documentation required by all levels of Governmental Instrumentality or PURCHASER concerning environmental requirements. 

  

	 	(3)	Provide and maintain effective planning and field control measures for the following activities: 

 Wastewater discharges to land, surface water, or groundwater; 
 Extraction/supply of water; 
 Storm water management; 
 Spill prevention and response; 
 Erosion and
sedimentation control; 
 Air emissions and dust control; 
 Noise control; 
  

 Page 9 of 51 

 Waste and hazardous waste management; and 
 Work area restoration, including re-vegetation. 
 These measures shall include obtaining certifications; conducting requisite analyses and monitoring of such activities as required by the Soil Contract Documents, Permit conditions or other Applicable Law; utilizing appropriate equipment;
and proceeding in accordance with Permit requirements. 
  

	 	(4)	Be responsible for developing and maintaining a written Environmental Compliance Plan in accordance with SOIL CONTRACTOR’s established practices, including but not limited to
compliance with Applicable Law and the requirements of the Project Construction Environmental Control Plan (CECP). SOIL CONTRACTOR shall have sole responsibility for implementing and enforcing its Environmental Compliance Plan.

  

	 	(5)	Submit its written Environmental Compliance Plan to PURCHASER for review thirty (30) Days after the Effective Date and in any event prior to commencing Work at the Phase 2
Site. PURCHASER’s review of SOIL CONTRACTOR’s plan shall not relieve SOIL CONTRACTOR of its obligation under this Soil Contract or as imposed by Applicable Law and SOIL CONTRACTOR shall be solely responsible for the adequacy of its
Environmental Compliance Plan. 

  

	 	(6)	Comply with all access restrictions, including prohibitions on access to certain areas on or adjacent to the Phase 2 Site and require its personnel and those of its Subcontractors
and Sub-subcontractors to comply with all signage and flagging related to such restricted areas. Restricted areas may include, but are not limited to: designated wetlands; environmental mitigation study areas; cultural/historical/archaeological
sites; and designated fish, wildlife, or vegetative habitat. 

  

	 	(7)	Require that its personnel do not hunt, fish, feed, capture, extract, or otherwise disturb aquatic, animal, or vegetative species within the Phase 2 Project boundary or while
performing any tasks in performance of the Work. 

  

	 	(8)	Not proceed with any renovation or demolition Work until asbestos surveys and notifications have been completed to the appropriate regulatory agencies, in accordance with the
division of responsibility outlined in the Project’s CECP and PURCHASER specifically authorizes that Work to proceed. Should asbestos containing materials be uncovered during SOIL CONTRACTOR’s Work, the provisions of subclause
(9) below shall apply. 

  

	 	(9)	 Immediately stop Work in any area where contaminated soil indicators (such as odor or appearance), unknown containers, piping, underground storage tanks, or similar
structures are discovered; or any other materials, which are reasonably suspected to be Hazardous Materials. SOIL CONTRACTOR shall then immediately notify PURCHASER and the stop work area shall be determined by 

  

 Page 10 of 51 

	 	 
PURCHASER and confirmed in writing. Activity in the stop work area shall only resume upon PURCHASER’s written approval. 

  

	 	(10)	Immediately stop Work in any area where cultural resources or artifacts with archaeological or historical value are discovered, and immediately notify PURCHASER. The stopped Work
shall proceed in the manner set forth in subclause (9) above. No artifacts, items, or materials shall be disturbed or taken from the area of discovery. Neither SOIL CONTRACTOR nor any Subcontractor or Sub-subcontractor shall have property
rights to such artifacts, items, or materials, which shall be secured and guarded until turned over to PURCHASER or the appropriate Governmental Instrumentalities. SOIL CONTRACTOR shall also require that its personnel and those of its Subcontractors
and Sub-subcontractors comply with this provision and respect all historic and archaeological sites in the area. 

  

	 	(11)	Manage, store, and dispose of all Hazardous Materials generated by SOIL CONTRACTOR, Subcontractors and Sub-subcontractors during performance of the Work in accordance with
Applicable Law, including the Resource and Conservation Recovery Act (RCRA) regulations and state special and Hazardous Material programs) and as outlined in the Project CECP. This includes, but is not limited to: waste minimization; Hazardous
Material generator registration; Hazardous Materials inventory with Material Safety Data Sheets (MSDS) for each Hazardous Material on site; employee training; Hazardous Material spill management and reporting; proper storage of Hazardous Materials;
equipment decontamination; onsite and offsite transport of Hazardous Materials; and selection and use of offsite final disposal facilities. 

  

	14.3	SOIL CONTRACTOR shall deliver to PURCHASER (i) notice of any pending or threatened material environmental claim with respect to the Phase 2 Project, and (ii) promptly upon
their becoming available, copies of written communications with any Governmental Instrumentality relating to any such material environmental claim. 

  

	14.4	SOIL CONTRACTOR’s obligations under General Condition 39, titled INDEMNITY, apply to any liability arising in connection with or incidental to SOIL CONTRACTOR’s
performance or failure to perform as provided in this General Condition 14, titled Environmental Requirements. 

 GC-15 SITE CONDITIONS AND
NATURAL RESOURCES 
  

	15.1	SOIL CONTRACTOR shall have the sole responsibility for satisfying itself concerning the nature and location of the Work and the general and local conditions, including but not
limited to the following: 

  

	 	(1)	Transportation, access, disposal, handling and storage of materials; 

  

	 	(2)	Availability and quality of labor, water, electric power and road conditions; 

  

	 	(3)	Climatic conditions, tides, and seasons; 

  

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	 	(4)	River hydrology and river stages; 

  

	 	(5)	Physical conditions at the Phase 2 Site and the Phase 2 Project area as a whole; 

  

	 	(6)	Topography and ground surface conditions; and 

  

	 	(7)	Equipment and facilities needed preliminary to and during the performance of the Work. 

  

	15.2	The failure of SOIL CONTRACTOR to acquaint itself with any applicable conditions will not relieve SOIL CONTRACTOR of the responsibility for properly estimating the difficulties,
time or cost of successfully performing SOIL CONTRACTOR’s obligations under this Soil Contract. 

 GC-16 DIFFERING SITE CONDITIONS

  

	16.1	Any investigations of subsurface conditions made by PURCHASER in areas where Work will be performed are for the purpose of study and design. If the records of such investigation are
included in the Soil Contract Documents, the interpretation of such records shall be the sole responsibility of SOIL CONTRACTOR. PURCHASER does not assume any responsibility whatsoever in respect to the sufficiency or accuracy of such
investigations, the records thereof, or of the interpretations set forth and there is no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records thereof are representative of those existing
throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than or in proportions different from those indicated may not be encountered. 

  

	16.2	SOIL CONTRACTOR shall confirm and supplement such studies or conduct the appropriate investigations of subsurface conditions to establish a mutually agreed baseline prior to SOIL
CONTRACTOR’s further engineering and design development. 

  

	16.3	Subsequently, SOIL CONTRACTOR shall immediately notify PURCHASER in writing before proceeding with any Work that SOIL CONTRACTOR believes constitutes a differing site condition with
respect to: 

  

	 	(1)	Subsurface or latent physical conditions at the Phase 2 Site differing materially from those indicated in the mutually approved investigations of subsurface conditions; or

  

	 	(2)	Previously unknown physical conditions at the Phase 2 Site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work
of the character provided for in this Soil Contract. 

  

	16.4	 PURCHASER will then investigate such condition and make a written determination. If PURCHASER determines that such condition does constitute a differing site
condition, SOIL CONTRACTOR may then, pursuant to General Condition 32, titled CHANGES, 

  

 Page 12 of 51 

	 	 
submit a written proposal for an equitable adjustment setting forth the impact of such differing site condition. Failure of SOIL CONTRACTOR to give the
required immediate notice of the differing site condition shall be grounds for rejection of the claim to the extent PURCHASER is prejudiced by such delay. 

 GC-17 TITLE TO MATERIALS FOUND 
  

	17.1	The title to water, soil, rock, gravel, sand, minerals, timber, and any other materials developed or obtained in the excavation or other operations of SOIL CONTRACTOR or any
Subcontractor or Sub-subcontractor and the right to use said materials or dispose of same is hereby expressly reserved by PURCHASER and its Affiliates. SOIL CONTRACTOR may, at the sole discretion of PURCHASER, be permitted, without charge, to use in
the Work any such materials that meet the requirements of this Soil Contract. 

 GC-18 SURVEY CONTROL POINTS AND LAYOUTS 
  

	18.1	PURCHASER will establish survey control points as shown on the drawings. 

  

	18.2	SOIL CONTRACTOR shall complete the layout of all Work and shall be responsible for execution of the Work in accordance with the locations, lines, and grades specified or shown on
the drawings, subject to such modifications as PURCHASER may require as Work progresses. 

  

	18.3	If SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor moves or destroys or renders inaccurate any survey control point, such control point shall be replaced by PURCHASER at
SOIL CONTRACTOR’s expense. No separate payment will be made for survey Work performed by SOIL CONTRACTOR. 

 GC-19 SOIL
CONTRACTOR’S WORK AREA 
  

	19.1	PURCHASER will assign SOIL CONTRACTOR’s work areas on the Phase 2 Site. SOIL CONTRACTOR shall confine its operations to the areas so assigned. Should SOIL CONTRACTOR find it
necessary or advantageous to use any additional area off-site area the Phase 2 Site for any purpose whatsoever, SOIL CONTRACTOR shall, at its expense, provide and make its own arrangements for the use of such additional off-site areas. SOIL
CONTRACTOR shall not perform any Work at the Phase 1 Site except as permitted by PURCHASER in writing. 

 GC-20 CLEANING UP 

 

	20.1	SOIL CONTRACTOR shall, at all times, keep its work areas in a neat, clean and safe condition. Upon completion of any portion of the Work, SOIL CONTRACTOR and any Subcontractors and
Sub-subcontractors shall promptly remove from the work area all its equipment, construction plant, temporary structures and surplus materials not to be used at or near the same location during later stages of the Work. 

  

 Page 13 of 51 

	20.2	Upon completion of the Work and prior to final payment, SOIL CONTRACTOR shall at its expense satisfactorily dispose of all rubbish, remove all plant, buildings, equipment and
materials belonging to SOIL CONTRACTOR, Subcontractors and Sub-subcontractors and return to PURCHASER’s warehouse or Phase 2 Site storage area all salvageable PURCHASER-supplied materials. SOIL CONTRACTOR shall leave the premises in a neat,
clean and safe condition. 

  

	20.3	In event of SOIL CONTRACTOR’s failure to comply with the foregoing requirements, PURCHASER may accomplish them at SOIL CONTRACTOR’s expense. 

 GC-21 COOPERATION WITH OTHERS AND NO INTERFERENCE WITH PHASE 1 FACILITY 
  

	21.1	PURCHASER, Management Contractor, other contractors and subcontractors may be working at the Phase 2 Site during the performance of this Soil Contract, and SOIL CONTRACTOR’s
Work or use of certain facilities may be interfered with as a result of such concurrent activities. PURCHASER reserves the right to require SOIL CONTRACTOR to schedule the order of performance of the Work in such a manner as will minimize
interference with work of any of the parties involved. 

  

	21.2	Notwithstanding anything to the contrary in the Soil Contract, it is the Parties’ intent that the performance of the Work and SOIL CONTRACTOR’s other obligations under
this Soil Contract shall not, in any way, negatively impact the cost or schedule for development of the Phase 1 Facility or those portions of the Phase 2 Facility not within the scope of this Soil Contract or otherwise interfere with the operation
of the Phase 1 Facility, and SOIL CONTRACTOR shall perform the Work and SOIL CONTRACTOR’s other obligations under this Soil Contract so that it does not negatively impact the cost or schedule for development of the Phase 1 Facility or those
portions of the Phase 2 Facility not within the scope of this Soil Contract or otherwise interfere with the operation of the Phase 1 Facility. During the performance of the Work or SOIL CONTRACTOR’s other obligations under this Soil Contract,
if an unforeseen situation arises that could potentially interfere with the operation of the Phase 1 Facility, SOIL CONTRACTOR shall provide to PURCHASER, as soon as possible but no later than seven (7) Days prior to the time that SOIL
CONTRACTOR intends to perform such Work, a written plan listing the potentially interfering Work and proposing in detail how such Work will be performed to avoid interference with the operation of the Phase 1 Facility. Prior to performing such Work,
PURCHASER and SOIL CONTRACTOR shall mutually agree upon a plan, including an applicable schedule for performance, for SOIL CONTRACTOR to execute such Work. If the unforeseen situation was not caused by SOIL CONTRACTOR and is not an item for which
SOIL CONTRACTOR assumed the risk or bears responsibility, and if compliance by SOIL CONTRACTOR with this GC-21.2 causes a change in the Work affecting the cost or the Soil Contract Schedule, SOIL CONTRACTOR shall be entitled to seek relief in
accordance with General Condition 32, titled CHANGES. 

  

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 GC-22 RESPONSIBILITY FOR WORK, SECURITY AND PROPERTY 
  

	22.1	Work in Progress, Equipment and Material. 

 SOIL CONTRACTOR
shall be responsible for and shall bear any and all risk of loss or damage to Work (including equipment and materials) pursuant to General Condition 34, titled TITLE AND RISK OF LOSS. 
 22.2 Delivery, Unloading and Storage. 
 SOIL CONTRACTOR’s responsibility for materials and plant equipment required for the performance of this Soil Contract shall include: 
  

	 	(1)	Procurement, importation and transportation to and from the Phase 2 Site unless otherwise specified; 

  

	 	(2)	Receiving and unloading; 

  

	 	(3)	Storing in a secure place and in a manner subject to PURCHASER’s review. Outside storage of materials and equipment subject to degradation by the elements shall be in
weathertight enclosures provided by SOIL CONTRACTOR; 

  

	 	(4)	Delivering from storage to construction site all materials and plant equipment as required; and 

  

	 	(5)	Maintaining complete and accurate records for PURCHASER’s inspection of all materials and plant equipment received, stored and issued for use in the performance of the Soil
Contract. 

  

	22.3	Security 

  

	 	(1)	SOIL CONTRACTOR shall at all times conduct all operations under this Soil Contract in a manner to avoid the risk of loss, theft, or damage by vandalism, sabotage or any other means
to any equipment, materials, Work or other property at the Phase 2 Site. SOIL CONTRACTOR shall continuously inspect all equipment, materials and Work to discover and determine any conditions, which might involve such risks and shall be solely
responsible for discovery, determination and correction of any such conditions. 

  

	 	(2)	 SOIL CONTRACTOR shall comply with PURCHASER’s and Management Contractor’s security requirements for the Phase 1 and Phase 2 Sites. SOIL CONTRACTOR shall
cooperate with PURCHASER and Management Contractor on all security matters and shall promptly comply with any Phase 1 and Phase 2 Project security arrangements established by PURCHASER or Management Contractor, including any Operating Plant
Procedures. Such compliance with these security requirements shall not relieve SOIL CONTRACTOR of its responsibility for maintaining proper security for the above noted items, nor shall it be construed as limiting in any manner SOIL
CONTRACTOR’s obligation with 

  

 Page 15 of 51 

	 	 
respect to Applicable Law and to undertake reasonable action to establish and maintain secure conditions at the Phase 2 Site. 

 

	22.4	Property. SOIL CONTRACTOR shall plan and conduct its operations so as not to: 

  

	 	(1)	Enter upon lands in their natural state unless authorized by PURCHASER; 

  

	 	(2)	Damage, close or obstruct any utility installation, highway, road or other property until Permits and PURCHASER’s permission therefor have been obtained;

  

	 	(3)	Disrupt or otherwise interfere with the operation of any pipeline, telephone, electric transmission line, ditch or structure unless otherwise specifically authorized by this Soil
Contract; or 

  

	 	(4)	Damage or destroy cultivated and planted areas, and vegetation such as trees, plants, shrubs, and grass on or adjacent to the premises which, as determined by PURCHASER, do not
interfere with the performance of this Soil Contract. This includes damage arising from performance of Work through operation of equipment or stockpiling of materials. 

  

	22.5	SOIL CONTRACTOR shall not be entitled to any extension of time or compensation on account of SOIL CONTRACTOR’s failure to protect all facilities, equipment, materials and other
property as described herein. All costs in connection with any repairs or restoration necessary or required by reason of unauthorized obstruction, damage or use shall be borne by SOIL CONTRACTOR. 

 GC-23 SOIL CONTRACTOR’S PLANT, EQUIPMENT AND FACILITIES 
  

	23.1	SOIL CONTRACTOR shall provide and use for the Work only such construction plant and equipment as are capable of producing the quality and quantity of work and materials required by
this Soil Contract and within the time or times specified in the Soil Contract Milestone Date(s) and Soil Contract Schedule. 

  

	23.2	Before proceeding with the Work, SOIL CONTRACTOR shall furnish PURCHASER with information and drawings relative to such equipment, plant and facilities as PURCHASER may request.
Upon written order of PURCHASER, SOIL CONTRACTOR shall discontinue operation of unsatisfactory plant, equipment or facilities and shall either modify the unsatisfactory items or remove such items from the Phase 2 Site. 

  

	23.3	 SOIL CONTRACTOR shall, at the time any equipment is moved onto the Phase 2 Site, present to PURCHASER an itemized list of all equipment and tools, including but not
limited to power tools, welding machines, pumps and compressors. Said list must include description and quantity, and serial number where applicable. It is recommended that SOIL CONTRACTOR identify its equipment by color, decal and etching. Prior to
removal of any or all equipment, SOIL CONTRACTOR shall clear such removal through PURCHASER. SOIL CONTRACTOR shall not remove 

  

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construction plant, equipment or tools from the Phase 2 Site before the Work is finally accepted, without PURCHASER’s written approval.

 GC-24 ILLUMINATION 
  

	24.1	When any Work is performed at night or where daylight is obscured, SOIL CONTRACTOR shall, at its expense, provide artificial light sufficient to permit Work to be carried on
efficiently, satisfactorily and safely, and to permit thorough inspection. During such time periods the access to the place of Work shall also be clearly illuminated. All wiring for electric light and power shall be installed and maintained in a
safe manner and meet all applicable codes and standards. 

 GC-25 USE OF COMPLETED PORTIONS OF WORK 
  

	25.1	Whenever, as determined by PURCHASER, any portion of the Work performed by SOIL CONTRACTOR is suitable for use, PURCHASER may, upon written notice, occupy and use such portion. Use
shall not constitute acceptance, relieve SOIL CONTRACTOR of its responsibilities, or act as a waiver by PURCHASER of any terms of this Soil Contract. 

  

	25.2	SOIL CONTRACTOR shall not be liable for normal wear and tear or for repair of damage caused by any misuse during such occupancy or use by PURCHASER. If such use increases the time
of performance of remaining portions of the Work, SOIL CONTRACTOR shall be entitled to seek an equitable adjustment in the Soil Contract Milestone Date(s) in accordance with General Condition 32, titled CHANGES. 

  

	25.3	If, as a result of SOIL CONTRACTOR’s failure to comply with the provisions of this Soil Contract, such use proves to be unsatisfactory to PURCHASER, then PURCHASER shall have
the right to continue such use until such portion of the Work can, without injury to PURCHASER, be taken out of service for correction of defects, errors, omissions or replacement of unsatisfactory materials or equipment as necessary for such
portion of the Work to comply with the Soil Contract; provided that the period of such operation or use pending completion of appropriate remedial action shall not exceed twelve (12) months unless otherwise mutually agreed in writing between
the Parties. 

  

	25.4	SOIL CONTRACTOR shall not use any permanently installed equipment unless PURCHASER approves such use in writing. When such use is approved, SOIL CONTRACTOR shall at SOIL
CONTRACTOR’s expense properly use and maintain and, upon completion of such use, recondition such equipment as required to meet specifications. 

 GC-26 USE OF PURCHASER’S CONSTRUCTION EQUIPMENT OR FACILITIES 
  

	26.1	Where SOIL CONTRACTOR requests PURCHASER and PURCHASER agrees to make available to SOIL CONTRACTOR certain equipment or facilities belonging to PURCHASER for the performance of Work
under the Soil Contract, the following shall apply: 

  

	 	(1)	Equipment or facilities will be charged to SOIL CONTRACTOR at agreed rental rates; 

  

 Page 17 of 51 

	 	(2)	PURCHASER will furnish a copy of the equipment maintenance and inspection record and SOIL CONTRACTOR shall maintain these records during the rental period; 

 

	 	(3)	SOIL CONTRACTOR shall assure itself of the condition of such equipment and assume all risks and responsibilities during its use; 

  

	 	(4)	CONTRACTOR shall, as part of its obligation under General Condition 39, titled INDEMNITY, release, defend, indemnify and hold harmless PURCHASER GROUP from all claims, demands and
liabilities arising from the use of such equipment. 

  

	 	(5)	PURCHASER and SOIL CONTRACTOR shall jointly inspect such equipment before its use and upon its return. The cost of all necessary repairs or replacement for damage other than normal
wear shall be at SOIL CONTRACTOR’s expense; and 

  

	 	(6)	If such equipment is furnished with an operator, the services of such operator will be performed under the complete direction and control of SOIL CONTRACTOR and such operator shall
be considered SOIL CONTRACTOR’s employee for all purposes other than the payment of wages, Workers’ Compensation Insurance or other benefits. 

 GC-27 FIRST AID FACILITIES 
  

	27.1	 Where PURCHASER has first-aid facilities at the Phase 2 Site, it may, at its option, make available its first-aid facilities for the treatment of employees of SOIL CONTRACTOR
who may be injured or become ill while engaged in the performance of the Work under this Soil Contract. 

  

	27.2	 If first-aid facilities and/or services are made available to SOIL CONTRACTOR’s employees then, in consideration for the use of such facilities and the receipt of such
services, SOIL CONTRACTOR hereby agrees: 

  

	 	(1)	To include as part of its obligation under General Condition 39, titled INDEMNITY, the obligation to release, defend, indemnify and hold harmless PURCHASER GROUP from all claims,
demands and liabilities arising from the use of such services or facilities; and 

  

	 	(2)	In the event any of SOIL CONTRACTOR’s employees require off-site medical services, including transportation thereto, to promptly pay for such services directly to the providers
thereof. 

  

 Page 18 of 51 

 GC-28 INSPECTION, QUALITY SURVEILLANCE, REJECTION OF MATERIALS AND WORKMANSHIP 
  

	28.1	All material and equipment furnished and Work performed shall be properly inspected by SOIL CONTRACTOR at its expense, and shall at all times be subject to quality surveillance and
quality audit by PURCHASER, Management Contractor, or their authorized representatives who, upon reasonable notice, shall be afforded full and free access to the shops, factories or other places of business of SOIL CONTRACTOR and its Subcontractors
and Sub-subcontractors for such quality surveillance or audit. SOIL CONTRACTOR shall provide safe and adequate facilities, drawings, documents and samples as requested, and shall provide assistance and cooperation including stoppage of Work to
perform such examination as may be necessary to determine compliance with the requirements of this Soil Contract. Any Work covered prior to any quality surveillance or test by PURCHASER or Management Contractor shall be uncovered and replaced at the
expense of SOIL CONTRACTOR if such covering interferes with or obstructs such inspection or test. Failure of PURCHASER or Management Contractor to make such quality surveillance or to discover Defective design, equipment, materials or workmanship
shall not relieve SOIL CONTRACTOR of its obligations under this Soil Contract nor prejudice the rights of PURCHASER thereafter to reject or require the correction of Defective Work in accordance with the provisions of this Soil Contract.

  

	28.2	If any Work is determined by PURCHASER to be Defective or not in conformance with this Soil Contract the provisions of General Condition 37, titled WARRANTY / DEFECT CORRECTION
PERIOD shall apply. 

 GC-29 TESTING 
  

	29.1	Unless otherwise provided in the Soil Contract, testing of equipment, materials or Work shall be performed by SOIL CONTRACTOR at its expense and in accordance with the requirements
of this Soil Contract. Should PURCHASER direct tests in addition to those required by this Soil Contract, SOIL CONTRACTOR will be given reasonable notice to permit such testing. Such additional tests will be at PURCHASER’s expense.

  

	29.2	SOIL CONTRACTOR shall furnish samples as requested and shall provide reasonable assistance and cooperation necessary to permit tests to be performed on materials or Work in place
including reasonable stoppage of Work during testing. 

 GC-30 EXPEDITING 
  

	30.1	The equipment and materials furnished and Work performed under this Soil Contract shall be subject to expediting by PURCHASER or its representatives who shall be afforded full and
free access to the shops, factories and other places of business of SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors for expediting purposes. As required by PURCHASER, SOIL CONTRACTOR shall provide detailed schedules and progress
reports for use in expediting and shall cooperate with PURCHASER in expediting activities. 

  

 Page 19 of 51 

 GC-31 FORCE MAJEURE 
  

	31.1	If SOIL CONTRACTOR’s performance of this Soil Contract is prevented or delayed by Force Majeure, SOIL CONTRACTOR shall, within twenty-four (24) hours of the commencement
of any such delay, give to PURCHASER written notice thereof and within seven (7) Days of commencement of the delay, a written description of the anticipated impact of the delay on performance of the Work. Delays attributable to and within the
control of SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor shall be deemed delays within the control of SOIL CONTRACTOR. Within seven (7) Days after the termination of any Force Majeure event, SOIL CONTRACTOR shall file a written
notice with PURCHASER specifying the actual duration of the delay. Failure to give any of the above notices shall be sufficient ground for denial of an extension of time. PURCHASER will determine the duration of the delay and will extend the time of
performance of this Soil Contract by modifying the Soil Contract Milestone Dates in accordance with the terms of this Soil Contract. 

  

	31.2	SOIL CONTRACTOR shall demonstrate to PURCHASER its entitlement to such relief under this GC-31 by providing to PURCHASER an updated Soil Contract Schedule using Primavera Project
Planner (P3) in its native electronic format with actual durations entered for all activities on the critical path and re-forecasted clearly to indicate SOIL CONTRACTOR’s entitlement to a time extension under this GC-31. Once provided, SOIL
CONTRACTOR shall be entitled to an extension to the applicable Soil Contract Milestone Date(s) for delay, if and to the extent such delay or prevention causes a delay of any Work that is on the critical path of the Soil Contract Schedule, provided
that SOIL CONTRACTOR has complied with the notice, Change Order and mitigation requirements. 

  

	31.3	Such extension of time to the Soil Contract Milestone Dates shall be the sole remedy for the occurrence of such delay for a continuous period of less than thirty (30) Days.

  

	31.4	SOIL CONTRACTOR may be entitled to reimbursement of certain delay-related costs for any delay that meets the requirements of GC 31.1 and GC 31.2, if such delay occurs for a
continuous period of at least thirty (30) Days following the applicable Soil Contract Milestone Date. In the event of such a continuous delay of at least thirty (30) Days, SOIL CONTRACTOR shall be entitled to reimbursement only for the
standby time for SOIL CONTRACTOR’s employees and construction equipment and other standby costs which are incurred by SOIL CONTRACTOR for the period beyond the initial thirty (30) Day period and which are caused by such excusable delay, up
to a maximum aggregate of forty (40) Days of standby time. Such reimbursement for standby costs shall be without any percentage fee or other markup for profit, overhead or otherwise. 

  

	31.5	SOIL CONTRACTOR shall not be entitled to any adjustment to any of the Soil Contract Milestone Dates or adjustment to the Soil Contract Price, or to reimbursement of any costs for
any portion of a delay, to the extent SOIL CONTRACTOR could have taken, but failed to take, reasonable actions to mitigate such delay. 

  

 Page 20 of 51 

 GC-32 CHANGES 
  

	32.1	PURCHASER shall be entitled, without notice to the sureties if any, to make any change in the Work within the general scope of this Soil Contract, including but not limited to
changes: 

  

	 	(1)	In the drawings, designs or specifications; 

  

	 	(2)	In the method, manner, or sequence of SOIL CONTRACTOR Work; 

  

	 	(3)	In PURCHASER-furnished facilities, equipment, materials, services or site(s); 

  

	 	(4)	Directing acceleration or deceleration in performance of the Work; 

  

	 	(5)	In the quantities of Work to be performed by SOIL CONTRACTOR; and 

  

	 	(6)	Modifying the Soil Contract Schedule or the Soil Contract Milestone Dates. 

  

	32.2	If PURCHASER desires to make any such change, PURCHASER shall issue to SOIL CONTRACTOR a written directive to perform such changed Work, and SOIL CONTRACTOR shall perform such Work
at the Unit Prices set forth in this Soil Contract. 

  

	32.3	If at any time SOIL CONTRACTOR believes that a change in the Work directed by PURCHASER, or any acts or omissions of PURCHASER that constitute a change to the Work, will cause a
delay to the critical path of the Work entitling SOIL CONTRACTOR to an extension to the Soil Contract Milestone Date(s), SOIL CONTRACTOR shall within ten (10) Days of discovery of such directive or such act or omission submit to PURCHASER a
written notice and a “Change Order Request” explaining in detail the basis for the request and providing the information required by GC-32.9. If PURCHASER agrees with SOIL CONTRACTOR’s statement regarding the effects on the Soil
Contract Milestone Dates, the Parties shall execute a Change Order incorporating the change to the Scope of Work and the Soil Contract Milestone Date(s), which Change Order shall amend this Soil Contract. If PURCHASER does not agree with SOIL
CONTRACTOR’s statement regarding the effects of the proposed change on the Soil Contract Milestone Dates, the Parties shall discuss the change and attempt to negotiate an acceptable Change Order. If the Parties cannot agree to a Change Order,
or if PURCHASER desires to have the changed Work commence immediately, PURCHASER may issue a unilateral Change Order for the change in the Work, and SOIL CONTRACTOR shall perform the modified Scope of Work. SOIL CONTRACTOR shall perform the Work, as
modified by the unilateral Change Order, even if SOIL CONTRACTOR considers the change to be a dispute, pending resolution of the dispute. All Change Orders shall be in writing and signed by PURCHASER and SOIL CONTRACTOR, and all unilateral Change
Orders shall be in writing and signed by PURCHASER. Notwithstanding anything to the contrary, SOIL CONTRACTOR shall not be entitled to any adjustment to the Unit Prices for any change requested by PURCHASER, including any increase or decrease in the
quantities of Work to be performed by SOIL CONTRACTOR on the Phase 2 Project. 

  

 Page 21 of 51 

	32.4	In addition, in the event of an emergency, which PURCHASER determines endangers life or property, PURCHASER may use oral orders to SOIL CONTRACTOR for any Work required by reason of
such emergency. SOIL CONTRACTOR shall commence and complete such emergency Work as directed by PURCHASER. The Parties shall memorialize and confirm such orders by written directive, unless SOIL CONTRACTOR believes that a Change Order is justified,
in which case SOIL CONTRACTOR shall request a Change Order in accordance with GC-32.3. 

  

	32.5	In the event of a change in any applicable code or standard which does not constitute a Change in Law, SOIL CONTRACTOR shall provide written notice to PURCHASER regarding such
change if SOIL CONTRACTOR contends that such change will delay performance of the Work entitling SOIL CONTRACTOR to a Change Order. Upon receipt of such notice from SOIL CONTRACTOR and in the event PURCHASER, at its sole option, elects for SOIL
CONTRACTOR to implement such change in applicable code or standard, PURCHASER may agree to a Change Order with SOIL CONTRACTOR in accordance with this General Condition 32, titled CHANGES. In the event PURCHASER does not, at its sole option, elect
for SOIL CONTRACTOR to implement such change in applicable code or standard, SOIL CONTRACTOR shall not be required to perform in accordance with such applicable code or standard. 

  

	32.6	Any delay by SOIL CONTRACTOR in giving notice or presenting a Change Order Request under this General Condition 32, titled CHANGES, shall be grounds for rejection of the claim if
and to the extent PURCHASER is prejudiced by such delay. In no case shall a claim by SOIL CONTRACTOR be considered if asserted after final payment under this Soil Contract. 

  

	32.7	Failure by PURCHASER and SOIL CONTRACTOR to agree on any adjustment shall be a dispute within the meaning of General Condition 33, titled DISPUTES. 

  

	32.8	SOIL CONTRACTOR shall proceed diligently with performance of the Work, pending final resolution of any request for relief, dispute, claim, appeal, or action arising under the Soil
Contract, and comply with any decision of PURCHASER. 

  

	32.9	 If (a) PURCHASER or any Person acting on behalf of or under the control of PURCHASER delay the commencement, prosecution or completion of the Work, and if such
delay is not the fault of SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors but is caused by (i) PURCHASER’s breach of an express obligation of PURCHASER under this Soil Contract, or (ii) PURCHASER’s ordering a change
in the scope of the Work for which a Change Order is justified (provided that a Change Order has been issued in accordance with this General Condition 32, titled CHANGES); or (b) a section of this Soil Contract expressly provides that SOIL
CONTRACTOR is entitled to seek relief under this General Condition 32, SOIL CONTRACTOR is entitled to relief under General Condition 32 and SOIL CONTRACTOR’s compliance with that section causes a delay in the commencement, prosecution or
completion of the Work; then SOIL CONTRACTOR shall be entitled to an extension to the Soil Contract Milestone Date(s) to the extent, if any, permitted under GC-32.10, provided that SOIL CONTRACTOR complies with the notice, Change Order Request, and
mitigation requirements of this 

  

 Page 22 of 51 

	 	 
General Condition 32, titled CHANGES. Such adjustment to the Soil Contract Milestone Date(s) shall be SOIL CONTRACTOR’s sole relief in the event of any
such delay, and SOIL CONTRACTOR shall not be entitled to any adjustment to the Unit Prices based on any such delay. Any adjustments to the Soil Contract Milestone Date(s) shall be recorded in a Change Order. For any such delay that continues for an
uninterrupted period of at least thirty (30) Days following the applicable Soil Contract Milestone Date, SOIL CONTRACTOR shall be entitled to reimbursement only for the standby time for SOIL CONTRACTOR’s employees and construction
equipment and other standby costs which are incurred by SOIL CONTRACTOR for the period beyond the initial thirty (30) Day period and which are caused by such excusable delay, up to a maximum aggregate of forty (40) Days of standby time.
Such reimbursement for standby costs shall be without any percentage fee or other markup for profit, overhead or otherwise. The Parties agree that if they execute a Change Order with respect to any change in the Scope of Work described in GC-32, any
delay arising out of such change in the Scope of Work and meeting the requirements of this GC-32.9 shall be included in the Change Order incorporating such change in the Scope of Work. 

  

	32.10 	Time Extension: SOIL CONTRACTOR shall be entitled to a time extension to the applicable Soil Contract Milestone Date(s) for delay that meets the requirements of GC-32.9 if and to
the extent (i) it causes a delay in the performance of any Work that is on the critical path of the Soil Contract Schedule and (ii) SOIL CONTRACTOR is unable to proceed with other portions of the Work so as not to cause a delay in the
applicable Soil Contract Milestone Date. SOIL CONTRACTOR shall demonstrate to PURCHASER its entitlement to such relief under this GC-32.10 by providing to PURCHASER an updated Soil Contract Schedule using Primavera Project Planner (P3) in its native
electronic format with actual durations entered for all activities on the critical path and re-forecasted clearly to indicate SOIL CONTRACTOR’s entitlement to a time extension under this GC-32.10. 

  

	32.11	 With respect to GC-32.9 and GC-32.10, in no event shall SOIL CONTRACTOR be entitled to any adjustment to the Soil Contract Milestone Date(s) for that portion of delay to the
extent SOIL CONTRACTOR could have taken, but failed to take, reasonable actions to mitigate such delay. 

 GC-33 DISPUTES 
  

	33.1 	Any claim arising out of or attributable to the interpretation or performance of this Soil Contract, which cannot be resolved by negotiation, shall be considered a dispute within
the meaning of this clause. 

  

	33.2 	In the event of a dispute, SOIL CONTRACTOR or PURCHASER shall notify the other Party in writing that a dispute exists and request or provide a final determination by PURCHASER. Any
such request by SOIL CONTRACTOR shall be clearly identified by reference to this clause and shall summarize the facts in dispute and SOIL CONTRACTOR’s proposal for resolution. 

  

 Page 23 of 51 

	33.3 	PURCHASER shall, within thirty (30) Days of any request by SOIL CONTRACTOR, provide a written final determination setting forth the contractual basis for its decision and
defining what Soil Contract adjustments it considers equitable. Upon SOIL CONTRACTOR’s written acceptance of PURCHASER’s determination, the Soil Contract will be modified and the determination implemented accordingly or, failing agreement,
PURCHASER may in its sole discretion pay such amounts and/or revise the time for performance of the Work in accordance with PURCHASER’s final determination. 

  

	33.4 	If SOIL CONTRACTOR does not accept PURCHASER’s final determination, the dispute shall within thirty (30) Days, be referred to senior executives of the Parties who shall
have designated authority to settle the dispute. The Parties shall promptly prepare and exchange memoranda stating the issues in dispute and their respective positions, summarizing the negotiations that have taken place and attaching relevant
documents. 

  

	33.5 	The senior executives will meet for negotiations at a mutually agreed time and place. If the dispute has not been resolved within thirty (30) Days of the commencement of such
negotiations, the Parties agree to arbitrate the dispute in accordance with Special Condition 31, titled ARBITRATION. 

  

	33.6 	SOIL CONTRACTOR hereby agrees to be joined in any arbitration proceeding involving a dispute between PURCHASER and Management Contractor or any other contractor on the Project which
relates to or is in connection, in whole or in part, with the Work of SOIL CONTRACTOR. 

 GC-34 TITLE AND RISK OF LOSS 
  

	34.1 	Where SOIL CONTRACTOR or any Subcontractors or Sub-subcontractors fabricate or purchase equipment, materials or other tangible items (“Goods”) for incorporation into the
Work or any of its separate parts, the title of such Goods shall pass to and be vested in PURCHASER when the first of the following events occurs: 

  

	 	(1)	The Goods or part thereof is first identifiable as being appropriated to the Soil Contract, 

  

	 	(2)	When PURCHASER pays for the Goods or part thereof in accordance with the Soil Contract, or 

  

	 	(3)	When the Goods or part thereof are dispatched to or from SOIL CONTRACTOR’s fabrication yard or to the Phase 2 Site. 

 Similarly, title to all other portions of the Work shall pass to and be vested in PURCHASER when PURCHASER pays for such Work or part thereof in
accordance with the Soil Contract. 
  

	34.2 	 SOIL CONTRACTOR warrants and guarantees that legal title to and ownership of the Goods and all other Work shall be free and clear of any and all liens, claims,
security interests or other encumbrances arising out of the Work when title thereto passes to 

  

 Page 24 of 51 

	 	 
PURCHASER, and if any such warranty or guarantee is breached, SOIL CONTRACTOR shall have the liability and obligations set forth in General Condition 39,
titled INDEMNITY. 

  

	34.3 	Such transfer of title in the Goods and other Work will be without prejudice of PURCHASER’s right to refuse the Goods and other Work to the extent of SOIL CONTRACTOR’s
negligence in case of non-conformity with the Soil Contract Documents. 

  

	34.4 	Irrespective of transfer of title in the Work (including Goods), SOIL CONTRACTOR shall remain responsible for all Work (including all Goods) located outside of the Phase 2 Site at
the time of such damage or loss, regardless of cause, and SOIL CONTRACTOR shall remain responsible for risk of loss or damage to Work (including all Goods) in progress at the Phase 2 Site and all Goods at the Phase 2 Site to the extent of SOIL
CONTRACTOR’s or any of its Subcontractor’s or Sub-subcontractor’s negligence until Tank S-105 Substantial Completion; provided, however, notwithstanding anything contrary to the foregoing, SOIL CONTRACTOR shall remain fully
responsible and liable to PURCHASER for its warranty and guarantee obligations under the Soil Contract. 

  

	34.5 	CONTRACTOR shall ensure that the above provisions are imposed upon all Subcontractors and Sub-subcontractors and shall execute all documents and take all steps necessary or required
by PURCHASER to vest title as PURCHASER may direct. 

  

	34.6 	Title to standard Goods of the type usually bought in bulk such as reinforcement bars, piping materials, non-tagged instruments and instrument installation material, cable and
similar items which are not incorporated into the Work shall revert to SOIL CONTRACTOR upon agreement by PURCHASER that such Goods are not required for the Work. 

 GC-35 QUALITY ASSURANCE PROGRAM 
  

	35.1 	Within thirty (30) Days after the Effective Date, SOIL CONTRACTOR shall submit a project specific Quality Assurance Plan for approval by PURCHASER. 

  

	35.2 	The Quality Assurance Plan shall address all activities relevant to the Work and shall demonstrate how all Work performed by SOIL CONTRACTOR will conform to the Soil Contract
requirements. 

  

	35.3 	The plan shall address the interfaces between PURCHASER, SOIL CONTRACTOR, and other relevant organizational entities. The plan shall include an organization chart showing SOIL
CONTRACTOR’s corporate and Phase 2 Project organization responsible for managing, performing and verifying the Work. The organization chart shall be supported with a reporting and functional description of SOIL CONTRACTOR’s Phase 2 Project
organization and identification of the quality related responsibilities of key positions. 

  

 Page 25 of 51 

	35.4 	The plan shall be updated as necessary throughout the Soil Contract, to reflect any changes to SOIL CONTRACTOR’s documented quality system. 

  

	35.5 	SOIL CONTRACTOR’s documented quality system shall provide for the issuance of a “Stop Work” order by SOIL CONTRACTOR or PURCHASER at any time during the Work, when
significant adverse quality trends and/or deviations from the approved Quality Assurance Plan are found. 

  

	35.6 	PURCHASER reserves the right to perform quality assurance audits of SOIL CONTRACTOR’s approved Quality Assurance Plan, including Subcontractors and Sub-subcontractors, at any
stage of the Work. 

  

	35.7 	PURCHASER has basic quality system requirements, which are substantially similar to those for the Phase 1 Project. As applicable, SOIL CONTRACTOR shall comply with those
requirements. 

 GC-36 RECORDS AND AUDIT 
  

	36.1 	SOIL CONTRACTOR shall keep full and detailed books, construction logs, records, daily reports, schedules, accounts, payroll records, receipts, statements, electronic files,
correspondence and other pertinent documents (“Books and Records”) as may be necessary for proper management under this Soil Contract, as required under Applicable Law or this Soil Contract, and in any way relating to this Soil Contract.
SOIL CONTRACTOR shall maintain all such Books and Records in accordance with GAAP and shall retain all such Books and Records for a minimum period of three (3) years after Final Completion, or such greater period of time as may be required
under Applicable Law. 

  

	36.2 	Upon reasonable notice, PURCHASER shall have the right to audit or have audited, SOIL CONTRACTOR’s Books and Records by PURCHASER or PURCHASER’s third party auditors but
only to the extent necessary to validate payments made to SOIL CONTRACTOR or invoiced by SOIL CONTRACTOR on the basis of time and material rates, unit rates or cost reimbursable basis. However, nothing shall entitle PURCHASER the right to audit the
internal pricing or composition of any agreed-upon Unit Prices. When requested by PURCHASER, SOIL CONTRACTOR shall provide PURCHASER and PURCHASER’s auditors with reasonable access to all such relevant Books and Records, and SOIL
CONTRACTOR’s personnel shall cooperate with PURCHASER and such auditors to effectuate the audit or audits hereunder. PURCHASER shall have the right upon consent of SOIL CONTRACTOR (such consent not to be unreasonably withheld or delayed) to
copy or have the auditors copy all such Books and Records. SOIL CONTRACTOR shall bear all costs incurred by it in assisting with audits performed. SOIL CONTRACTOR shall include audit provisions identical to this in all Major Subcontracts and Major
Sub-subcontracts. No access to Books and Records shall be granted to PURCHASER’s auditors until such auditors have signed a confidentiality agreement with SOIL CONTRACTOR in accordance with the standard practice in the auditing industry for
audits of this kind. 

  

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	36.3 	Within a reasonable period of time following a request by PURCHASER, SOIL CONTRACTOR shall provide PURCHASER and PURCHASER’s third party auditors with any information
(including Books and Records) regarding quantities and descriptions of any equipment installed on or ordered for the Phase 2 Facility and any other information as PURCHASER or PURCHASER’s third party auditors may deem reasonably necessary in
connection with the preparation of PURCHASER’s Tax returns (including information reasonably required to determine the amount of Qualified Research Expenditures incurred in connection with the Work) or other Tax documentation in connection with
the Phase 2 Project; provided, however, if, in connection with such preparation, PURCHASER or PURCHASER’s third party auditors request information relating to the actual cost for any item of Work and such item of Work is included in the Soil
Contract Price or in any Unit Prices, SOIL CONTRACTOR shall provide such information to PURCHASER or PURCHASER’s third party auditors as provided herein. No access to the aforementioned information (including Books and Records) shall be granted
to PURCHASER’s auditors until such auditors have signed a confidentiality agreement with PURCHASER in accordance with the standard practice in the auditing industry for audits of this kind. 

  

	36.4 	If PURCHASER establishes uniform codes of accounts for the Phase 2 Project, SOIL CONTRACTOR shall use such codes in identifying its records and accounts. 

 

	36.5 	SOIL CONTRACTOR shall not, and shall provide that its Subcontractors and Sub-subcontractors and agents or employees of any of them shall not, without PURCHASER’s prior written
approval, (i) pay any commissions or fees, or grant any rebates, to any employee or officer of PURCHASER or Management Contractor or their Affiliates, (ii) favor employees or officers of same with gifts or entertainment of a significant
cost or value, or (iii) enter into any business arrangements with employees or officers of same. 

 GC-37 WARRANTY/DEFECT CORRECTION
PERIOD 
  

	37.1 	SOIL CONTRACTOR warrants that: 

  

	 	(1)	The Work, including all materials and equipment, and each component thereof, shall be new (unless otherwise specified in this Soil Contract) and of good quality;

  

	 	(2)	the Work (including all materials and equipment) shall be in accordance with all of the requirements of this Soil Contract, including in accordance with GECP, Applicable Law and
applicable codes and standards; and 

  

	 	(3)	the Work (including all materials and equipment) shall be free from encumbrances to title. 

  

	37.2 	Should the Phase 2 Facility or any part thereof cease operating due solely to corrective actions for Defects, the Defect Correction Period shall be extended by a time equal to the
duration of such stoppage. 

  

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	37.3 	SOIL CONTRACTOR warrants that the written instructions regarding the use of equipment, including those instructions in operation and maintenance manuals, shall conform to this Soil
Contract and GECP as of the time such instructions are prepared. If any non-conformance with SOIL CONTRACTOR’s warranties set forth in this GC-37.3 occurs or is discovered at any time prior to or during the Defect Correction Period, SOIL
CONTRACTOR shall, at its sole expense, furnish PURCHASER with corrected instructions. 

  

	37.4 	SOIL CONTRACTOR shall, without additional cost to PURCHASER, obtain warranties from Subcontractors and Sub-subcontractors that meet or exceed the requirements of this Soil Contract;
provided, however, SOIL CONTRACTOR shall not in any way be relieved of its responsibilities and liability to PURCHASER under this Soil Contract, regardless of whether such Subcontractor or Sub-subcontractor warranties meet the requirements of this
Soil Contract, as SOIL CONTRACTOR shall be fully responsible and liable to PURCHASER for its warranty and correction of Defective Work obligations and liability under this Soil Contract for all Work. All such warranties shall run to the benefit of
SOIL CONTRACTOR but shall permit SOIL CONTRACTOR, prior to assignment to PURCHASER, the right (upon mutual agreement of the Parties), to authorize PURCHASER to deal with Subcontractors or Sub-subcontractors on SOIL CONTRACTOR’s behalf. Such
warranties, with duly executed instruments assigning the warranties shall be delivered to PURCHASER concurrent with the end of the Defect Correction Period. This shall not in any way be construed to limit SOIL CONTRACTOR’s liability under this
Soil Contract for the entire Work or its obligation to enforce Subcontractor and Sub-subcontractor warranties. 

  

	37.5 	SOIL CONTRACTOR’s warranties do not provide a remedy, and SOIL CONTRACTOR shall have no liability to PURCHASER, for any damage or defect to the extent caused by:
(i) improper repairs or alterations, misuse, neglect or accident by PURCHASER; (ii) operation, maintenance or use of the Phase 2 Facility, Work or any component thereof in a manner not in compliance with a material requirement of operation
and maintenance manuals delivered by SOIL CONTRACTOR to PURCHASER; (iii) normal wear and tear; (iv) normal corrosion or (v) an event of Force Majeure, to the extent such event of Force Majeure occurs after Tank S-105 Substantial
Completion or Substantial Completion BOP, whichever occurs later. 

  

	37.6 	 Prior to Tank S-105 Substantial Completion or Substantial Completion BOP, whichever occurs later, all Work shall be subject to inspection by PURCHASER at all
reasonable times to determine whether the Work conforms to the requirements of this Soil Contract. Upon PURCHASER giving reasonable prior notice, SOIL CONTRACTOR shall furnish PURCHASER with access to all locations where Work is in progress on the
Phase 2 Site and at the offices of SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors. PURCHASER shall be entitled to provide SOIL CONTRACTOR with written notice of any Work that PURCHASER believes does not conform to the requirements of
this Soil Contract. If any Work is Defective prior to Tank S-105 Substantial Completion, then SOIL CONTRACTOR shall, at its own expense, correct such Defective Work. If such Defective Work is on the critical path for the Phase 2 Project or otherwise
impacts the Phase 1 Facility or any portion of the Phase 2 Project, 

  

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SOIL CONTRACTOR shall commence the correction of such Defective Work within a reasonable time but in no event later than the earlier of five
(5) Business Days after receipt of notice from PURCHASER or SOIL CONTRACTOR’s becoming aware of such Defect, and shall diligently perform and complete the correction of such Defective Work using, as necessary, overtime or shifts and
expediting the procurement of materials. If SOIL CONTRACTOR fails to commence, perform or complete the correction of Defective Work as required by this GC-37.6, then PURCHASER, upon providing written notice to SOIL CONTRACTOR, may perform such
corrective Work and SOIL CONTRACTOR shall be liable to PURCHASER for the reasonable costs incurred by PURCHASER in connection with performing such corrective Work and shall pay PURCHASER within ten (10) Days after receipt of written notice from
PURCHASER an amount equal to such costs (or, at PURCHASER’s sole discretion, PURCHASER may withhold or offset amounts owed to SOIL CONTRACTOR). The cost of disassembling, dismantling or making safe finished Work for the purpose of inspection,
and reassembling such portions (and any delay associated therewith) shall be borne by (i) SOIL CONTRACTOR, if such Work is found not to conform with the requirements of this Soil Contract and (ii) by PURCHASER, if such Work is found to
conform with the requirements of this Soil Contract. 

  

	37.7	PURCHASER shall provide SOIL CONTRACTOR with a list of witness points no later than sixty (60) Days after the Effective Date and PURCHASER shall notify SOIL CONTRACTOR which of
the witness points it wishes its personnel to witness. SOIL CONTRACTOR shall provide PURCHASER with at least fifteen (15) Days prior written notice of the actual scheduled date of each of the tests PURCHASER has indicated it wishes to witness.
SOIL CONTRACTOR shall cooperate with PURCHASER if PURCHASER elects to witness any additional tests, and SOIL CONTRACTOR acknowledges that PURCHASER shall have the right to witness all tests being performed in connection with the Work.

  

	37.8	PURCHASER’s right to conduct inspections shall not obligate PURCHASER to do so. Neither the exercise of PURCHASER of any such right, nor any failure on the part of PURCHASER to
discover or reject Defective Work shall be construed to imply an acceptance of such Defective Work or a waiver of such Defect. In addition, PURCHASER’s acceptance of any Work which is later determined to be Defective shall not in any way
relieve SOIL CONTRACTOR from its obligations to correct the Work. 

  

	37.9	 If, during the Defect Correction Period, any Work or component thereof is found to be Defective, and PURCHASER provides written notice to SOIL CONTRACTOR within the
Defect Correction Period regarding such Defect, SOIL CONTRACTOR shall, at its sole cost and expense, promptly correct (whether by repair, replacement or otherwise) such Defective Work (the correction of the Defective Work is hereby defined as the
“Corrective Work”). Any such notice from PURCHASER shall state with reasonable specificity the date of occurrence or observation of the alleged defect and the reasons supporting PURCHASER’s belief that SOIL CONTRACTOR is responsible
for performing Corrective Work. PURCHASER shall provide SOIL CONTRACTOR with access to the Work sufficient to perform its Corrective Work, so long as such access does not unreasonably interfere with operation of the Facility and subject to any

  

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reasonable security or safety requirements of PURCHASER and SOIL CONTRACTOR. In the event SOIL CONTRACTOR utilizes spare parts owned by PURCHASER in the
course of performing the Corrective Work, SOIL CONTRACTOR shall supply PURCHASER free of charge with new spare parts equivalent in quality and quantity to all such spare parts used by SOIL CONTRACTOR as soon as possible following the utilization of
such spare parts. 

  

	37.10 	If SOIL CONTRACTOR fails to commence the Corrective Work within a reasonable period of time not to exceed ten (10) Business Days, or does not complete such Corrective Work
promptly (and provided that PURCHASER provides SOIL CONTRACTOR access to the Phase 2 Facility), then PURCHASER, upon providing prior written notice to SOIL CONTRACTOR, may perform such Corrective Work, and SOIL CONTRACTOR shall be liable to
PURCHASER for the reasonable costs incurred by PURCHASER in connection with performing such Corrective Work, and shall pay PURCHASER, within ten (10) Days after receipt of written notice from PURCHASER, an amount equal to such costs (or, at
PURCHASER’s sole discretion, PURCHASER may withhold or offset amounts owed to SOIL CONTRACTOR or collect on the Letter of Credit, if applicable, such costs and expenses); provided, however, if Defective Work discovered during the Defect
Correction Period presents an imminent threat to the safety or health of any person and PURCHASER knows of such Defective Work, PURCHASER may perform such Corrective Work in order to correct such Defective Work without giving prior written notice to
SOIL CONTRACTOR. In such event, SOIL CONTRACTOR shall be liable to PURCHASER for the reasonable costs incurred by PURCHASER in connection with performing such Corrective Work, and shall pay PURCHASER, after receipt of written notice from PURCHASER,
an amount equal to such costs (or, at PURCHASER’s sole discretion, PURCHASER may withhold or offset amounts owed to SOIL CONTRACTOR or collect on the Letter of Credit, if applicable, such costs). To the extent any Corrective Work is performed
by or on behalf of PURCHASER, SOIL CONTRACTOR’s obligations with respect to such Defective Work that is corrected by on or behalf of PURCHASER shall be relieved, with the exception of SOIL CONTRACTOR’s obligation to pay PURCHASER the
reasonable costs incurred by PURCHASER in connection with performing such Corrective Work. 

  

	37.11 	With respect to any Corrective Work performed by SOIL CONTRACTOR, the Defect Correction Period for such Corrective Work shall be extended for an additional one (1) year from
the date of the completion of such Corrective Work; provided, however, in no event shall the Defect Correction Period for any Work (including Corrective Work) extend beyond thirty-six (36) months after SOIL CONTRACTOR’s achievement of Tank
S-105 Substantial Completion. 

  

	37.12 	All Corrective Work shall be performed subject to the same terms and conditions under this Soil Contract as the original Work is required to be performed. In connection with the
Corrective Work, any change to equipment that would alter the requirements of this Soil Contract may be made only with prior written approval of PURCHASER. 

  

	37.13 	 SOIL CONTRACTOR shall not be liable to PURCHASER for any Defective Work discovered after the expiration of the Defect Correction Period (as may be extended 

  

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pursuant to GC-37.2 and GC-37.11), except for any liability of SOIL CONTRACTOR pursuant to its indemnification, defense and hold harmless obligations under
this Soil Contract, but such indemnification defense or hold harmless obligations are not warranty obligations under this section. 

  

	37.14 	The warranties made in this Soil Contract shall be for the benefit of PURCHASER and its successors and permitted assigns and the respective successors and permitted assigns of any
of them, and are fully transferable and assignable. 

  

	37.15 	THE EXPRESS WARRANTIES SET FORTH IN THIS SOIL CONTRACT ARE EXCLUSIVE AND NO OTHER WARRANTIES OR CONDITIONS SHALL APPLY. THE PARTIES HEREBY DISCLAIM, AND PURCHASER HEREBY WAIVES ANY
AND ALL WARRANTIES IMPLIED UNDER APPLICABLE LAW (INCLUDING THE GOVERNING LAW) INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY AND IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE. 

  

	37.16 	Notwithstanding any provision of this Soil Contract, SOIL CONTRACTOR shall bear the responsibility of repairs to its Work under this warranty provision. 

 GC-38 BACKCHARGES 
  

	38.1	Upon PURCHASER’s written notice to SOIL CONTRACTOR, PURCHASER may, in addition to any other amounts to be retained hereunder, retain from any sums otherwise owing to SOIL
CONTRACTOR amounts sufficient to cover the full costs of any of the following: 

  

	 	(1)	SOIL CONTRACTOR’s failure to comply with any provision of this Soil Contract or SOIL CONTRACTOR’s acts or omissions in the performance of any part of this Soil Contract,
including, but not limited to, violation of Applicable Law, including those regarding safety, Hazardous Materials or environmental requirements; 

  

	 	(2)	Correction of Defective or nonconforming Work by redesign, repair, rework, replacement or other appropriate means when SOIL CONTRACTOR states, or by its actions indicates, that it
is unable or unwilling to proceed with corrective action in a reasonable time; and/or 

  

	 	(3)	PURCHASER agrees to take or perform or, due to SOIL CONTRACTOR’s failure, elects to take action or perform Work for SOIL CONTRACTOR, such as cleanup, off-loading or completion
of incomplete Work. 

  

	38.2	PURCHASER may, if no funds are owing to SOIL CONTRACTOR, backcharge SOIL CONTRACTOR for Work done or cost incurred to remedy these or any other SOIL CONTRACTOR defaults, errors,
omissions or failures to perform or observe any part of this Soil Contract. 

  

 Page 31 of 51 

	38.3	The cost to correct a SOIL CONTRACTOR’s failure to comply or act as outlined above shall be PURCHASER’s documented direct and indirect costs resulting therefrom.

  

	38.4	PURCHASER shall separately invoice or deduct from payments otherwise due to SOIL CONTRACTOR the costs as provided herein. PURCHASER’s right to backcharge is in addition to any
and all other rights and remedies provided in this Soil Contract or by Applicable Law. The performance of backcharge work by PURCHASER shall not relieve SOIL CONTRACTOR of any of its responsibilities under this Soil Contract including but not
limited to express warranties, specified standards for quality, contractual liabilities and indemnifications, and meeting the Soil Contract Milestone Dates. 

 GC-39 INDEMNITY 
  

	39.1	In addition to its indemnification, defense and hold harmless obligations contained elsewhere in this Soil Contract, SOIL CONTRACTOR shall indemnify, hold harmless and defend the
PURCHASER Group and Management Contractor from any and all damages, losses, costs and expenses (including all reasonable attorneys’ fees and litigation or arbitration expenses) to the extent that such damages, losses, costs and expenses result
from any of the following: 

  

	 	(1)	Failure of SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors to comply with Applicable Law; provided that this indemnity shall be limited to fines and penalties imposed on
PURCHASER GROUP and Management Contractor and resulting from the failure of SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors to comply with Applicable Law; 

  

	 	(2)	Any and all damages, losses, costs and expenses suffered by a Third Party and resulting from actual or asserted violation or infringement of any domestic or foreign patents,
copyrights or trademarks or other intellectual property owned by a Third Party to the extent that such violation or infringement results from performance of the Work by SOIL CONTRACTOR or any of its Subcontractors or Sub-subcontractors, or any
improper use of Third Party confidential information or other Third Party proprietary rights that may be attributable to SOIL CONTRACTOR or any of its Subcontractors or Sub-subcontractors in connection with the Work; 

  

	 	(3)	Contamination or pollution suffered by a Third Party to the extent resulting from SOIL CONTRACTOR’s or any Subcontractor’s or Sub-subcontractor’s use, handling or
disposal of Hazardous Materials brought on the Site by SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor; 

  

	 	(4)	Failure by SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor to pay Taxes for which such Party or entity is liable; 

  

	 	(5)	 Failure of SOIL CONTRACTOR to make payments to any Subcontractor or Sub-subcontractor in accordance with the respective Subcontract or Sub-subcontract, but not
extending to any settlement payment made to any Subcontractor or 

  

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Sub-subcontractor against which SOIL CONTRACTOR has pending or prospective claims, unless such settlement is made with SOIL CONTRACTOR’s consent, except
after assumption of such Soil Contract by PURCHASER in accordance with GC-45.2; or 

  

	 	(6)	Personal injury to or death of any Person (other than employees of SOIL CONTRACTOR, or any employees of any member of the PURCHASER Group or the Management Contractor or any
Subcontractor, or Sub-subcontractor), and damage to or destruction of property of Third Parties to the extent arising out of or resulting from the negligence in connection with the Work of any member of the SOIL CONTRACTOR or any Subcontractor or
Sub-subcontractor or anyone directly or indirectly employed by them. 

  

	39.2	NOTWITHSTANDING THE PROVISIONS OF GC-39.1 ABOVE, SOIL CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE PURCHASER GROUP AND MANAGEMENT CONTRACTOR, IF ANY, FROM AND AGAINST
ALL DAMAGES, LOSSES, COSTS AND EXPENSES (INCLUDING ALL REASONABLE ATTORNEYS’ FEES, AND LITIGATION OR ARBITRATION EXPENSES) ARISING OUT OF OR RESULTING FROM OR RELATED TO (I) INJURY TO OR DEATH OF EMPLOYEES, OFFICERS OR DIRECTORS OF ANY
MEMBER OF THE SOIL CONTRACTOR GROUP OR ANY SUBCONTRACTOR OR SUB-SUBCONTRACTOR OR (II) DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY MEMBER OF THE SOIL CONTRACTOR GROUP OR ANY SUBCONTRACTOR OR SUB-SUBCONTRACTOR OCCURRING PRIOR TO TANK S-105 SUBSTANTIAL
COMPLETION OR SUBSTANTIAL COMPLETION BOP, WHICHEVER OCCURS LATER, IN EACH OF CASES (I) AND (II) OCCURRING IN CONNECTION WITH THE WORK OR THE PROJECT, REGARDLESS OF THE CAUSE OF SUCH INJURY, DEATH, DAMAGE OR DESTRUCTION, INCLUDING THE SOLE OR
JOINT NEGLIGENCE, BREACH OF CONTRACT OR OTHER BASIS OF LIABILITY OF ANY MEMBER OF THE PURCHASER GROUP OR MANAGEMENT CONTRACTOR. 

  

	39.3	EXCEPT AS OTHERWISE PROVIDED IN GC-39.2 OR GC-34.4, PURCHASER SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS SOIL CONTRACTOR FROM AND AGAINST ALL DAMAGES, LOSSES, COSTS AND EXPENSES
(INCLUDING ALL REASONABLE ATTORNEYS’ FEES, AND LITIGATION OR ARBITRATION EXPENSES) ARISING OUT OF OR RESULTING FROM OR RELATED TO (I) INJURY TO OR DEATH OF ANY EMPLOYEES, OFFICERS OR DIRECTORS OF PURCHASER GROUP OR (II) DAMAGE TO OR
DESTRUCTION OF PROPERTY OF PURCHASER GROUP (EXCLUDING THE FACILITY) OCCURRING PRIOR TO TANK S-105 SUBSTANTIAL COMPLETION OR SUBSTANTIAL COMPLETION BOP, WHICHEVER OCCURS LATER, IN EACH OF CASES (I) AND (II) OCCURRING IN CONNECTION WITH THE
PROJECT, REGARDLESS OF THE CAUSE OF SUCH INJURY, DEATH, DAMAGE OR DESTRUCTION, INCLUDING THE SOLE OR JOINT NEGLIGENCE, BREACH OF CONTRACT OR OTHER BASIS OF LIABILITY OF SOIL CONTRACTOR. 

  

 Page 33 of 51 

	39.4	Should SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor or any other person, including any construction equipment lessor, acting through or under any of them, file a lien
or other encumbrance against all or any portion of the Work, the Phase 2 Site or the Phase 2 Facility, SOIL CONTRACTOR shall, at its sole cost and expense, remove or discharge, by payment, bond or otherwise, such lien or encumbrance within
twenty-one (21) Days of SOIL CONTRACTOR’s receipt of written notice from PURCHASER notifying SOIL CONTRACTOR of such lien or encumbrance; provided that PURCHASER shall have made payment of all amounts properly due and owing to SOIL
CONTRACTOR under this Soil Contract, other than amounts disputed. If SOIL CONTRACTOR fails to remove or discharge any such lien or encumbrance within such twenty-one (21) Day period in circumstances where PURCHASER has made payment of all
amounts properly due and owing to SOIL CONTRACTOR under this Soil Contract, other than amounts disputed, then PURCHASER may, in its sole discretion and in addition to any other rights that it has under this Soil Contract, remove or discharge such
lien and encumbrance using whatever means that PURCHASER, in its sole discretion, deems appropriate, including the payment of settlement amounts that it determines in its sole discretion as being necessary to remove or discharge such lien or
encumbrance. In such circumstance, SOIL CONTRACTOR shall be liable to PURCHASER for all damages, costs, losses and expenses (including all reasonable attorneys’ fees, consultant fees and arbitration expenses, and settlement payments) incurred
by PURCHASER arising out of or relating to such removal or discharge. All such damages, costs, losses and expenses shall be paid by SOIL CONTRACTOR no later than thirty (30) Days after receipt of each invoice from PURCHASER.

  

	39.5	 Not later than fifteen (15) Days after receipt of written notice from the Indemnified Party to the Indemnifying Party of any claims, demands, actions or causes
of action asserted against such Indemnified Party for which the Indemnifying Party has indemnification, defense and hold harmless obligations under this Soil Contract, whether such claim, demand, action or cause of action is asserted in a legal,
judicial, arbitral or administrative proceeding or action or by notice without institution of such legal, judicial, arbitral or administrative proceeding or action, the Indemnifying Party shall affirm in writing by notice to such Indemnified Party
that the Indemnifying Party will indemnify, defend and hold harmless such Indemnified Party and shall, at the Indemnifying Party’s own cost and expense, assume on behalf of the Indemnified Party and conduct with due diligence and in good faith
the defense thereof with counsel selected by the Indemnifying Party and reasonably satisfactory to such Indemnified Party; provided, however, that such Indemnified Party shall have the right to be represented therein by advisory counsel of its own
selection, and at its own expense; and provided further that if the defendants in any such action or proceeding include the Indemnifying Party and an Indemnified Party and the Indemnified Party shall have reasonably concluded that there may be legal
defenses available to it which are different from or additional to, or inconsistent with, those available to the Indemnifying Party, such Indemnified Party shall have the right to select up to one separate counsel to participate in the defense of
such action or proceeding on its own behalf at the reasonable expense of the Indemnifying Party. In the event of the failure of the Indemnifying Party to perform fully in accordance with the defense obligations under this GC-39.5, such Indemnified
Party may, at its option, and without relieving the Indemnifying Party of its obligations hereunder, so perform, but all 

  

 Page 34 of 51 

	 	 
damages, costs and expenses (including all reasonable attorneys’ fees, and litigation or arbitration expenses, settlement payments and judgments) so
incurred by such Indemnified Party in that event shall be reimbursed by the Indemnifying Party to such Indemnified Party, together with reasonable interest on same from the date any such cost and expense was paid by such Indemnified Party until
reimbursed by the Indemnifying Party. 

  

	39.6	Except as otherwise set forth in GC-39.2 and GC-39.3 above, the indemnity, defense and hold harmless obligations for personal injury or death or property damage under this Soil
Contract shall apply regardless of whether the Indemnified Party was concurrently negligent (whether actively or passively), it being agreed by the Parties that in this event, the Parties’ respective liability or responsibility for such
damages, losses, costs and expenses under this GC-39 shall be determined in accordance with principles of comparative negligence. 

  

	39.7	PURCHASER and SOIL CONTRACTOR agree that the Louisiana Oilfield Anti-indemnity Act, LA. Rev. Stat. § 9:2780, et. seq., is inapplicable to this Soil Contract and the performance
of the Work. Application of these code sections to this Soil Contract would be contrary to the intent of the Parties, and each Party hereby irrevocably waives any contention that these code sections are applicable to this Soil Contract or the Work.
In addition, it is the intent of the Parties in the event that the aforementioned act were to apply to this Soil Contract that each Party shall provide insurance to cover the losses contemplated by such code sections and assumed by each such Party
under the indemnification provisions of this Soil Contract, and SOIL CONTRACTOR agrees that the Soil Contract Price and the Unit Prices compensate SOIL CONTRACTOR for the cost of premiums for the insurance provided by it under this Soil Contract.
The Parties agree that each Party’s agreement to support their indemnification obligations by insurance shall in no respect impair their indemnification obligations. 

  

	39.8	In the event that any indemnity provisions in this Soil Contract are contrary to the law governing this Soil Contract, then the indemnity obligations applicable hereunder shall be
applied to the maximum extent allowed by Applicable Law. 

  

	39.9	SOIL CONTRACTOR specifically waives any immunity provided against its indemnity obligations in this Soil Contract by any industrial insurance or workers’ compensation statute.

 GC-40 PATENT AND INTELLECTUAL PROPERTY INDEMNITY 
  

	40.1	 SOIL CONTRACTOR hereby indemnifies and shall defend and hold harmless PURCHASER Group from and against any and all claims, actions, losses, damages, and expenses,
including attorney’s fees, arising from any claim, whether rightful or otherwise, that any concept, product, design, equipment, material, process, copyrighted material or confidential information, or any part thereof, furnished by SOIL
CONTRACTOR under this Soil Contract constitutes an infringement of any patent or copyrighted material or a theft of trade secrets. If use of any part of such concept, product, design, equipment, material, process, copyrighted material or
confidential 

  

 Page 35 of 51 

	 	 
information is limited or prohibited, SOIL CONTRACTOR shall, at its sole expense, procure the necessary licenses to use the infringing or a modified but
non-infringing concept, product, design, equipment, material, process, copyrighted material or confidential information or, with PURCHASER’s prior written approval, replace it with substantially equal but non-infringing concepts, products,
designs, equipment, materials, processes, copyrighted material or confidential information; provided, however, 

  

	 	(1)	That any such substituted or modified concepts, products, designs, equipment, material, processes, copyrighted material or confidential information shall meet all the requirements
and be subject to all the provisions of this Soil Contract; and 

  

	 	(2)	That such replacement or modification shall not modify or relieve SOIL CONTRACTOR of its obligations under this Soil Contract. 

  

	40.2	In the event that any violation or infringement for which SOIL CONTRACTOR is responsible to indemnify the PURCHASER Group as set forth in GC-39.1 and 40.1 above results in any suit,
claim, temporary restraining order or preliminary injunction SOIL CONTRACTOR shall, in addition to its obligations under GC-39 and GC-40.1, make every reasonable effort, by giving a satisfactory bond or otherwise, to secure the suspension of the
injunction or restraining order. If, in any such suit or claim, the Work, the Phase 2 Facility, or any part, combination or process thereof, is held to constitute an infringement and its use is preliminarily or permanently enjoined, SOIL CONTRACTOR
shall promptly make every reasonable effort to secure for PURCHASER a license, at no cost to PURCHASER, authorizing continued use of the infringing Work. If SOIL CONTRACTOR is unable to secure such a license within a reasonable time, SOIL CONTRACTOR
shall, at its own expense and without impairing performance requirements, either replace the affected Work, in whole or part, with non-infringing components or parts or modify the same so that they become non-infringing. 

  

	40.3	The foregoing obligation shall not apply to any concept, product, design, equipment, material, process, copyrighted material or confidential information the detailed design of which
(excluding rating and/or performance specifications) has been furnished in writing by PURCHASER to SOIL CONTRACTOR. 

 GC-41 RIGHT TO WORK
PRODUCT 
  

	41.1	PURCHASER and its Affiliates shall have, and SOIL CONTRACTOR hereby grants PURCHASER and its Affiliates, a permanent, assignable, non-exclusive, royalty-free license to use on the
Project or any other project of PURCHASER, or any of its Affiliates, any concept, product, process (patentable or otherwise), copyrighted material (including without limitation documents, specifications, calculations, maps, sketches, notes, reports,
data, models, samples, drawings, designs, and electronic software), and confidential information (i) owned by SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor upon commencement of the Work under this Soil Contract and used by SOIL
CONTRACTOR or any Subcontractor or Sub-subcontractor in connection with the Project or (ii) furnished or supplied to PURCHASER by SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor in the course of performance under this Soil Contract in
connection with the Project and other projects (collectively the “Work Product”). 

  

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	41.2	Any concept, product, process (patentable or otherwise), copyrightable material (including without limitation documents, specifications, calculations, maps, sketches, notes,
reports, data, models, samples, drawings, designs and electronic software) or confidential information first developed, produced or reduced to practice by SOIL CONTRACTOR or any of its employees in the performance of this Soil Contract
(collectively, with the definition in GC-41.1, the “Work Product”) shall be the property of PURCHASER upon creation, whether or not delivered to PURCHASER at the time of creation, and shall upon request by PURCHASER (but in no event later
than thirty (30) Days from Provisional Acceptance of the Work) be delivered to PURCHASER. Upon request by PURCHASER from time to time, SOIL CONTRACTOR agrees to do all things reasonably necessary, at PURCHASER’s expense and as PURCHASER
directs, to obtain patents or copyrights on any portion of such Work Product, to the extent the same may be patentable or copyrightable. SOIL CONTRACTOR further agrees to execute and deliver or cause to be executed and delivered such documents,
including in particular instruments of assignment, as PURCHASER may in its discretion deem necessary or desirable to assign and transfer title to such Work Product to PURCHASER and to carry out the provisions of this clause.

  

	41.3	SOIL CONTRACTOR shall identify portions of the Work Product, which contain Third Party Proprietary Work Product for which PURCHASER shall need to obtain permission from the
appropriate owners of such Third Party Proprietary Work Product for use by PURCHASER or its Affiliates on projects other than the Project. Notwithstanding anything to the contrary in this Soil Contract, no license is granted to PURCHASER with
respect to the use of any SOIL CONTRACTOR proprietary software or systems. 

  

	41.4	All Work Product, and all copies thereof, shall be returned or delivered to PURCHASER upon the earlier of expiration of the Defect Correction Period and termination of this Soil
Contract, except that (i) SOIL CONTRACTOR may, subject to its confidentiality obligations set forth in General Condition 43, titled NONDISCLOSURE, retain one record set of the Work Product and may use and modify such Work Product, and
(ii) Subcontractors and Sub-subcontractors may retain any Work Product generated by them so long as PURCHASER has been provided the following copies of such Work Product: six (6) hard copies; two (2) reproducible Drawings, where
applicable; and two (2) sets each of fully editable and operable native and .pdf files of documents on CD for all such drawings and specifications. 

  

	41.5	All written materials, plans, drafts, specifications, computer files or other documents (if any) prepared or furnished by PURCHASER or any of PURCHASER’s other consultants or
contractors shall at all times remain the property of PURCHASER, and SOIL CONTRACTOR shall not make use of any such documents or other media for any other project or for any other purpose than as set forth herein. All such documents and other media,
including all copies thereof, shall be returned to PURCHASER upon the earlier of expiration of the Defect Correction Period and termination of this Soil Contract, except that SOIL CONTRACTOR may, subject to its confidentiality obligations as set
forth in GC-43, retain one record set of such documents or other media. 

  

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 GC-42 ASSIGNMENTS AND SUBCONTRACTS 
  

	42.1	Any SOIL CONTRACTOR assignment of this Soil Contract or rights hereunder, in whole or part, without the prior written consent of PURCHASER shall be void, except that upon ten
(10) Days written notice to PURCHASER, SOIL CONTRACTOR may assign monies due or to become due under this Soil Contract, provided that any assignment of monies shall be subject to proper set-offs in favor of PURCHASER and any deductions provided
for in this Soil Contract. 

  

	42.2	SOIL CONTRACTOR shall not subcontract with any Person for the performance of all or any portion of the Work without the advance written approval of PURCHASER. All Subcontracts and
Sub-subcontracts must include provisions to secure all rights and remedies of PURCHASER provided under this Soil Contract, and must impose upon the Subcontractors and Sub-subcontractors all of the duties and obligations required to fulfill this Soil
Contract. 

  

	42.3	All Subcontracts and Sub-subcontracts shall, so far as reasonably practicable, be consistent with the terms or provisions of this Soil Contract. No Subcontractor or
Sub-subcontractor is intended to be or shall be deemed a third-party beneficiary of this Soil Contract. 

  

	42.4	SOIL CONTRACTOR shall (i) notify PURCHASER of any proposed Major Subcontractor or Major Sub-subcontractor as soon as reasonably practicable during the selection process and
furnish to PURCHASER all information reasonably requested with respect to SOIL CONTRACTOR’s selection criteria, and (ii) notify PURCHASER no less than ten (10) Business Days prior to the execution of a Major Subcontract or Major
Sub-subcontract with a Major Subcontractor or Major Sub-subcontractor. PURCHASER shall have the discretion, not to be unreasonably exercised, to reject any proposed Major Subcontractor or Major Sub-subcontractor for a Major Subcontract or
Sub-subcontract. SOIL CONTRACTOR shall not enter into any Major Subcontract or Major Sub-subcontract with a proposed Major Subcontractor or Major Sub-subcontractor that is rejected by PURCHASER in accordance with the preceding sentence. PURCHASER
shall undertake in good faith to review the information provided by SOIL CONTRACTOR, expeditiously and shall notify SOIL CONTRACTOR of its decision to accept or reject a proposed Major Subcontractor or Major Sub-subcontractor as soon as practicable
after such decision is made. Failure of PURCHASER to accept or reject a proposed Major Subcontractor or Major Sub-subcontractor within twenty (20) Business Days shall be deemed to be an acceptance of such Major Subcontractor or Major
Sub-subcontractor, but PURCHASER’s acceptance of a proposed Major Subcontractor or Major Sub-subcontractor shall in no way relieve SOIL CONTRACTOR of its responsibility for performing the Work in compliance with this Soil Contract.

  

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	42.5	For any Subcontractor or Sub-subcontractor having a Subcontract or Sub-subcontract value in excess of One Million U.S. Dollars (US $1,000,000), SOIL CONTRACTOR shall, within fifteen
(15) Business Days after the execution of any such Subcontract or Sub-subcontract, notify PURCHASER in writing of the selection of such Subcontractor or Sub-subcontractor and inform PURCHASER generally what portion of the Work such
Subcontractor or Sub-subcontractor is performing. 

  

	42.6	Within ten (10) Days of PURCHASER’s request, SOIL CONTRACTOR shall furnish PURCHASER with a copy of any Subcontract or Sub-subcontract, excluding provisions regarding
pricing, discount or credit information, payment terms, payment schedules, retention, performance security, bid or proposal data, and any other information which SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor reasonably considers to be
commercially sensitive information. 

  

	42.7	In addition to the requirements above and without in any way relieving SOIL CONTRACTOR of its full responsibility to PURCHASER for the acts and omissions of Subcontractors and
Sub-subcontractors, each Major Subcontract and Major Sub-subcontract shall contain the following provisions: 

 “This
Subcontract [Sub-subcontract] and any subcontract between Subcontractor [Sub-subcontractor] and any of its lower-tier subcontractors may be assigned to PURCHASER without the consent of Subcontractor [Sub-subcontractor] or any of its lower-tier
subcontractors provided, however, with respect to each construction equipment rental or lease agreement, Subcontractor [Sub-subcontractor] shall only be obligated to use its best efforts to include a provision that such agreement may be assigned to
PURCHASER without the consent of the respective construction equipment lessor; and so far as reasonably practicable, the Subcontractor [Sub-subcontractor] shall comply with all requirements and obligations of SOIL CONTRACTOR to PURCHASER under their
agreement, as such requirements and obligations are applicable to the performance of the Work under the respective Subcontract [Sub-subcontract].” 
  

	42.8	PURCHASER may, for the purpose of providing collateral, assign, pledge and/or grant a security interest in this Soil Contract to any Lender without SOIL CONTRACTOR’s consent.
When duly assigned in accordance with the foregoing, this Soil Contract shall be binding upon and shall inure to the benefit of the assignee; provided that any assignment by PURCHASER pursuant to this GC-42.8 shall not relieve PURCHASER of any of
its obligations or liabilities under this Soil Contract. 

  

	42.9	PURCHASER may assign this Soil Contract to any of its Affiliates by providing notice to SOIL CONTRACTOR. When duly assigned in accordance with the foregoing, this Soil Contract
shall be binding upon and shall inure to the benefit of the assignee, and all obligations of PURCHASER become obligations of the assignee. No such assignment shall relieve PURCHASER of any of its obligations or liabilities under this Soil Contract,
unless SOIL CONTRACTOR consents in writing to such assignment. 

  

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	42.10 	This Soil Contract may be assigned to other Persons only upon the prior written consent of the non-assigning Party hereto, except that PURCHASER may assign this Soil Contract to any
of its Affiliates by providing notice to SOIL CONTRACTOR. Furthermore, PURCHASER may, for the purpose of providing collateral, assign, pledge and/or grant a security interest in this Soil Contract to any Lender without SOIL CONTRACTOR’s
consent. When duly assigned in accordance with the foregoing, this Soil Contract shall be binding upon and shall inure to the benefit of the assignee; provided that any assignment by SOIL CONTRACTOR shall not relieve SOIL CONTRACTOR of any of its
obligations or liabilities under this Soil Contract. Any assignment not in accordance with this GC-42 shall be void and without force or effect, and any attempt to assign this Soil Contract in violation of this provision shall grant the
non-assigning Party the right, but not the obligation, to terminate this Soil Contract at its option for default. 

  

	42.11 	This Soil Contract shall be binding upon the Parties hereto, their successors and permitted assigns. 

  

	42.12 	If the Soil Contract is assigned by PURCHASER, the term “PURCHASER Group” shall nevertheless include (i) Sabine Pass LNG, L.P. and its parent, Lender and each of
their respective Affiliates and (ii) the respective directors, officers, agents, employees and representatives of each Person specified in clause (i) above. 

 GC-43 NONDISCLOSURE 
  

	43.1	Subject to GC-43.4, SOIL CONTRACTOR agrees not to divulge to any Persons, without the written consent of PURCHASER, any information obtained from or through PURCHASER or its
Affiliates in connection with the performance of this Soil Contract unless; 

  

	 	(1)	The information is known to SOIL CONTRACTOR prior to obtaining the same from PURCHASER; 

  

	 	(2)	The information is, at the time of disclosure by SOIL CONTRACTOR, then in the public domain; or 

  

	 	(3)	The information is obtained by SOIL CONTRACTOR from a Third Party who did not receive same, directly or indirectly from PURCHASER and who has no obligation of secrecy with respect
thereto. 

  

	43.2	Subject to GC-43.4, SOIL CONTRACTOR further agrees that it will not, without the prior written consent of PURCHASER, disclose to any Person any information developed or obtained by
SOIL CONTRACTOR in the performance of this Soil Contract except to the extent that such information falls within one of the categories described in (1) through (3) of GC-43.1 above. 

  

	43.3	If so requested by PURCHASER, SOIL CONTRACTOR further agrees to require its employees to execute a nondisclosure agreement prior to performing any Work under this Soil Contract.

  

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	43.4	SOIL CONTRACTOR hereby covenants and warrants that SOIL CONTRACTOR and its employees and agents shall not (without in each instance obtaining PURCHASER’s prior written consent)
disclose, make commercial or other use of, or give or sell to any person, other than to members of the SOIL CONTRACTOR Group, Subcontractors and Sub-subcontractors as necessary to perform the Work, any information conspicuously marked and identified
in writing as confidential and relating to the business, products, services, research or development, clients or customers of PURCHASER or any PURCHASER Affiliate, or relating to similar information of a Third Party who has entrusted such
information to PURCHASER or any of its Affiliates (hereinafter individually or collectively, “PURCHASER’s Confidential Information”). Prior to disclosing any information that is covered by the confidentiality obligations in this GC-43
to any Subcontractor or Sub-subcontractor as necessary to perform the Work, SOIL CONTRACTOR shall bind such Subcontractor or Sub-subcontractor to the confidentiality obligations contained in this GC-43. Nothing in GC-43 or this Soil Contract shall
in any way prohibit SOIL CONTRACTOR or any of its Subcontractors or Sub-subcontractors from making commercial or other use of, selling, or disclosing any of their respective SOIL CONTRACTOR’s intellectual property or Third Party Proprietary
Work Product. 

  

	43.5	The Parties acknowledge that in the event of a breach of any of the terms contained in GC-43, PURCHASER would suffer irreparable harm for which remedies at law, including damages,
would be inadequate, and that PURCHASER shall be entitled to seek equitable relief therefor by injunction, without the requirement of posting a bond. 

  

	43.6	The confidentiality obligations of GC-43 shall expire upon the earlier of a period of ten (10) years following (i) the termination of this Soil Contract or (ii) Final
Completion. 

 GC-44 SUSPENSION 
  

	44.1	PURCHASER may by written notice to SOIL CONTRACTOR, suspend at any time the performance of all or any portion of the Work to be performed under the Soil Contract. Upon receipt of
such notice, SOIL CONTRACTOR shall, unless the notice requires otherwise: 

  

	 	(1)	Immediately discontinue Work on the date and to the extent specified in the notice; 

  

	 	(2)	Place no further orders or subcontracts for material, services, or facilities with respect to suspended Work other than to the extent required in the notice;

  

	 	(3)	promptly make every reasonable effort to obtain suspension upon terms satisfactory to PURCHASER of all orders, Subcontracts, Sub-subcontracts and rental agreements to the extent
they relate to performance of suspended Work; 

  

	 	(4)	continue to protect and maintain the Work including those portions on which Work has been suspended; 

  

 Page 41 of 51 

	 	(5)	take any other reasonable steps to minimize costs associated with such suspension; and 

  

	 	(6)	PURCHASER shall give SOIL CONTRACTOR instructions during suspension whether to maintain its staff and labor on or near the Phase 2 Site and otherwise be ready to proceed
expeditiously with the Work as soon as reasonably practicable after receipt of PURCHASER’s further instructions. Unless otherwise instructed by PURCHASER, SOIL CONTRACTOR shall during any such suspension maintain its staff and labor on or near
the Phase 2 Site and otherwise be ready to proceed expeditiously with the Work as soon as reasonably practicable after receipt of PURCHASER’s further instructions. 

  

	44.2	Upon receipt of notice to resume suspended Work, SOIL CONTRACTOR shall immediately resume performance under this Soil Contract to the extent required in the notice.

  

	44.3	If SOIL CONTRACTOR intends to assert a claim for equitable adjustment under this clause it must, pursuant to General Condition 32, titled CHANGES and within ten (10) Days after
receipt of notice to resume Work, submit the required written notification of claim and within twenty (20) Days thereafter its written proposal setting forth the impact of such claim. This GC-44.3 shall not apply in the event a suspension is
ordered by PURCHASER due to a Force Majeure event. 

  

	44.4	In no event shall SOIL CONTRACTOR be entitled to any additional profits or damages due to such suspension. 

 GC-45 TERMINATION FOR DEFAULT 
  

	45.1	Notwithstanding any other provisions of this Soil Contract, SOIL CONTRACTOR shall be considered in default of its contractual obligations under this Soil Contract if it:

  

	 	(1)	Performs Work which fails to conform to the requirements of this Soil Contract; 

  

	 	(2)	Fails to make progress so as to endanger performance of this Soil Contract; 

  

	 	(3)	Abandons or refuses to proceed with any of the Work, including modifications directed pursuant to General Condition 32, titled CHANGES; 

  

	 	(4)	Fails to fulfill or comply with any of the terms of this Soil Contract; 

  

	 	(5)	Fails to commence the Work in accordance with the provisions of this Soil Contract; 

  

	 	(6)	Abandons the Work; 

  

	 	(7)	Fails to maintain insurance required under this Soil Contract; 

  

	 	(8)	Materially disregards Applicable Law or applicable standards and codes; 

  

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	 	(9)	Engages in behavior that is dishonest, fraudulent or constitutes a conflict of interest with SOIL CONTRACTOR’s obligations under this Soil Contract; or if

  

	 	(10)	SOIL CONTRACTOR suffers an Insolvency Event or makes a general assignment for the benefit of creditors. 

  

	45.2	Upon the occurrence of any of the foregoing, PURCHASER may notify SOIL CONTRACTOR in writing that SOIL CONTRACTOR is in default of this Soil Contract, and such notice shall include
a general description of the nature of SOIL CONTRACTOR’s default. With respect to any default in GC-45.1(1) – (9), (i) if SOIL CONTRACTOR does not cure any such default within forty-eight (48) hours after receipt of notification
of such default or (ii) if such default cannot be cured within such forty-eight hour period through the diligent exercise of all commercially practicable efforts and SOIL CONTRACTOR either fails to diligently exercise all commercially
practicable efforts to cure such condition or fails to cure such condition within thirty (30) Days after receipt of such notification of such default, PURCHASER may, by written notice to SOIL CONTRACTOR and without notice to SOIL
CONTRACTOR’s sureties, if any, terminate in whole or in part SOIL CONTRACTOR’s right to proceed with the Work and PURCHASER may prosecute the Work to completion by contract or by any other method deemed expedient. If SOIL CONTRACTOR’s
default is due to an Insolvency Event as addressed in GC-45.1(10), PURCHASER may, by written notice to SOIL CONTRACTOR and without notice to SOIL CONTRACTOR’s sureties, if any, immediately terminate in whole or in part SOIL CONTRACTOR’s
right to proceed with the Work and PURCHASER may prosecute the Work to completion by contract or by any other method deemed expedient. In addition, upon the occurrence of any default by SOIL CONTRACTOR, PURCHASER may take possession of and utilize
any data, designs, Work Product, licenses, materials, plant, equipment, and tools, and property of any kind furnished by SOIL CONTRACTOR or Subcontractors or Sub-subcontractors and necessary to complete the Work, hire any or all of SOIL
CONTRACTOR’s employees and take assignment of any or all of the Subcontracts and Sub-subcontracts. SOIL CONTRACTOR’s construction equipment and tools shall be returned upon completion of the Work, except to the extent title to such
construction equipment and tools passed to PURCHASER under General Condition 34, titled TITLE AND RISK OF LOSS. 

  

	45.3	Notwithstanding the preceding subclauses, PURCHASER may immediately terminate this Soil Contract for default if SOIL CONTRACTOR’s breach of its contractual obligations is
considered not curable or for failure to cure safety violations. 

  

	45.4	SOIL CONTRACTOR and its sureties, if any, shall be liable for all costs in excess of the Unit Prices for such terminated Work reasonably and necessarily incurred in the completion
of the Work, including acceleration in order to achieve the Soil Contract Milestone Dates, attorneys’ fees, consultant fees and arbitration expenses and cost of administration of any purchase order or subcontract awarded to others for
completion. 

  

	45.5	 In addition to the amounts recoverable above, PURCHASER shall be entitled to delay damages under this SC-45, which, for this purpose, means (i) liquidated
damages, 

  

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pursuant to SC-20, owed by SOIL CONTRACTOR to PURCHASER, if any, under this Soil Contract up to the date of termination, and (ii) during the period
commencing after termination and ending on the date Tank S-105 Substantial Completion is achieved by a substitute subcontractor, the costs incurred during this period by such substitute subcontractor to accelerate the work in order to achieve the
Tank S-105 Substantial Completion Milestone Date. 

  

	45.6	Upon termination for default, SOIL CONTRACTOR shall: 

  

	 	(1)	Immediately discontinue Work on the date and to the extent specified in the notice and place no further Subcontracts or Sub-subcontracts to the extent that they relate to the
performance of the terminated Work; 

  

	 	(2)	Inventory, maintain and turn over to PURCHASER all data, designs, licenses, equipment, materials, plant, tools, and property furnished by SOIL CONTRACTOR or provided by PURCHASER
for performance of the terminated Work; 

  

	 	(3)	Upon PURCHASER’s written instructions, either promptly obtain cancellation upon terms satisfactory to PURCHASER of all Subcontracts, Sub-subcontracts, and any other agreements
existing for performance of the terminated Work or assign those agreements as directed by PURCHASER or assign such agreements to PURCHASER in accordance with GC-45.2 above; 

  

	 	(4)	Cooperate with PURCHASER in the transfer of data, designs, licenses and information and disposition of Work in progress so as to mitigate damages; 

  

	 	(5)	Comply with other reasonable requests from PURCHASER regarding the terminated Work; and 

  

	 	(6)	Continue to perform in accordance with all of the terms and conditions of this Soil Contract such portion of the Work that is not terminated. 

  

	45.7	If, after termination pursuant to this clause, it is determined for any reason that SOIL CONTRACTOR was not in default, the rights and obligations of the Parties shall be the same
as if the notice of termination had been issued pursuant to General Condition 46, titled OPTIONAL TERMINATION. 

 GC-46 OPTIONAL TERMINATION

  

	46.1	PURCHASER may, at its option, terminate for convenience any of the Work under this Soil Contract in whole or in part, at any time, or from time to time, by written notice to SOIL
CONTRACTOR. Such notice shall specify the extent to which the performance of the Work is terminated and the effective date of such termination. Upon receipt of such notice SOIL CONTRACTOR shall: 

  

	 	(1)	 Immediately discontinue the Work on the date and to the extent specified in the notice and not enter into or place any further Subcontracts or Sub-subcontracts

  

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other than as may be required for completion of such portion of the Work that is not terminated; 

  

	 	(2)	Promptly obtain assignment or cancellation upon terms satisfactory to PURCHASER of all Subcontracts and Sub-subcontracts existing for the performance of the terminated Work or
assign those agreements as directed by PURCHASER; 

  

	 	(3)	Assist PURCHASER in the maintenance, protection, and disposition of Work in progress, plant, tools, equipment, property, and materials acquired by SOIL CONTRACTOR or furnished by
PURCHASER under this Soil Contract; and 

  

	 	(4)	Complete performance of such portion of the Work that is not terminated. 

  

	46.2	Upon any such termination, SOIL CONTRACTOR shall waive any claims for damages, including loss of anticipated profits, on account thereof, but as the sole right and remedy of SOIL
CONTRACTOR, PURCHASER shall pay in accordance with the following: 

  

	 	(1)	The Unit Prices corresponding to the Work performed in accordance with this Soil Contract prior to such notice of termination (including Change Orders); 

  

	 	(2)	All reasonable costs for Work thereafter performed as specified in such notice; 

  

	 	(3)	Reasonable administrative costs of settling and paying claims arising out of the termination of Work under Subcontracts or Sub-subcontracts; 

  

	 	(4)	Reasonable costs incurred in demobilization and the disposition of residual material, plant and equipment; and 

  

	 	(5)	A sum equal to five percent (5%) of the result obtained by subtracting all previous payments to SOIL CONTRACTOR from Thirty Million US Dollars (US$30,000,000), but such sum
shall not in any event exceed One Million U.S. Dollars (US$1,000,000); and 

  

	 	(6)	Less all payments made prior to termination. 

  

	46.3	SOIL CONTRACTOR shall submit within thirty (30) Days after receipt of notice of termination, a written statement setting forth its proposal for an adjustment to the Soil
Contract Price to include only the incurred costs described in this clause. PURCHASER shall review, analyze, and verify such proposal, and negotiate an equitable adjustment, and the Soil Contract shall be modified accordingly.

 GC-47 ACCEPTANCE AND COMPLETION 
  

	47.1	 SOIL CONTRACTOR shall complete all the Work so that it shall, in every respect, be complete in accordance with the Soil Contract Milestone Dates for Tank S-104
Substantial Completion, Tank S-105 Substantial Completion and Final Completion 

  

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contained in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK. 

  

	47.2	“Tank S-104 Substantial Completion” means that all of the following have occurred: (i) SOIL CONTRACTOR has completed all applicable Work related to Tank S-104, other
than punch-list Work, in accordance with the requirements contained in this Soil Contract, (ii) such Work is available to be used by PURCHASER for the purpose and in the manner for which it was intended; and (iii) SOIL CONTRACTOR has
delivered to PURCHASER a Notice of Substantial Completion, certifying Tank S-104 Substantial Completion, and PURCHASER has accepted such Notice of Substantial Completion in writing. Such notice shall not be given and shall not be effective unless
all Soil Contract requirements have been met or expressly waived in writing, in whole or in part, by PURCHASER. 

  

	47.3	“Tank S-105 Substantial Completion” means that all of the following have occurred: (i) SOIL CONTRACTOR has completed all applicable Work related to Tank S-105, other
than punch-list Work, in accordance with the requirements contained in this Soil Contract, (ii) such Work is available to be used by PURCHASER for the purpose and in the manner for which it was intended; and (iii) SOIL CONTRACTOR has
delivered to PURCHASER a Notice of Substantial Completion, certifying Tank S-105 Substantial Completion, and PURCHASER has accepted such Notice of Substantial Completion in writing. Such notice shall not be given and shall not be effective unless
all Soil Contract requirements have been met or expressly waived in writing, in whole or in part, by PURCHASER. 

  

	47.4	“Substantial Completion BOP” means that all of the following have occurred: (i) SOIL CONTRACTOR has completed all applicable Work related to the Balance of Plant,
other than punch-list Work, in accordance with the requirements contained in this Soil Contract, (ii) such Work is available to be used by PURCHASER for the purpose and in the manner for which it was intended; and (iii) SOIL CONTRACTOR has
delivered to PURCHASER a Notice of Substantial Completion, certifying Substantial Completion BOP, and PURCHASER has accepted such Notice of Substantial Completion in writing. Such notice shall not be given and shall not be effective unless all Soil
Contract requirements have been met or expressly waived in writing, in whole or in part, by PURCHASER. 

  

	47.5	“Final Completion” means that all of the following have occurred: (i) all requirements for Tank S-104 Substantial Completion, Tank S-105 Substantial Completion and
Substantial Completion BOP have been met; (ii) all punch-list items and all other obligations of SOIL CONTRACTOR required by this Soil Contract have been fulfilled or waived (excluding SOIL CONTRACTOR’s warranty obligations).

  

	47.6	 No acceptance by PURCHASER of any or all of the Work or any other obligations of SOIL CONTRACTOR under this Soil Contract, including acceptance of Tank S-104
Substantial Completion and Tank S-105 Substantial Completion or Final Completion shall in any way release SOIL CONTRACTOR of any obligations or liability pursuant to this Soil Contract, including obligations with respect to unperformed obligations
of this 

  

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Soil Contract or for any Work that does not conform to the requirements of this Soil Contract, including warranty obligations, any liabilities for which
insurance is required or any other responsibility of Soil Contractor. The Parties agree that this provision is not intended to and does not expand SOIL CONTRACTOR’s obligations under this Soil Contract. 

 GC-48 COOPERATION WITH LENDER 
  

	48.1	In addition to other assurances provided in this Soil Contract, SOIL CONTRACTOR acknowledges that PURCHASER intends to obtain project financing associated with the Project and SOIL
CONTRACTOR agrees to cooperate with PURCHASER and Lender in connection with such project financing, including entering into direct agreements with Lender, as required by Lender, covering matters that are customary in project financings of this type
such as Lender assignment or security rights with respect to this Agreement, direct notices to Lender and its independent engineer, step-in/step-out rights, execution of consent agreements, opinions of counsel, access by Lender’s
representative, including its independent engineer, and other matters applicable to such project financing. SOIL CONTRACTOR further agrees to amend this Soil Contract as reasonably requested by Lender. If such cooperation by SOIL CONTRACTOR, under
this GC-48.1, causes a change in the Work affecting the Soil Contract Schedule, SOIL CONTRACTOR shall be entitled to an adjustment to the Soil Contract Milestone Dates if and to the extent permitted under General Condition 32, titled CHANGES.

  

	48.2	SOIL CONTRACTOR shall, before issuance of the NTP, enter into mutually acceptable forms of consent and agreement with the Collateral Agent, substantially in the form of Exhibit
“F.” SOIL CONTRACTOR shall cooperate in considering appropriate and reasonable amendments to that form of consent and agreement as such amendments may be proposed by Lender or its counsel. SOIL CONTRACTOR shall, within fourteen
(14) Days after the Effective Date, provide opinions of counsel reasonably acceptable to the Collateral Agent, including opinions on corporate matters, including due authorization and execution, and enforceability of the Soil Contract. SOIL
CONTRACTOR acknowledges and agrees that PURCHASER’s issuance of the NTP is contingent upon obtaining project financing in connection with this Project or other forms of financing. 

 GC-49 ENGINEERING AND DESIGN RESPONSIBILITIES OF SOIL CONTRACTOR 
  

	49.1	See Special Condition 3, titled DRAWINGS AND SPECIFICATIONS. 

 GC-50
NON-WAIVER 
  

	50.1	 Failure by PURCHASER to insist upon strict performance of any terms or conditions of this Soil Contract, or failure or delay to exercise any rights or remedies
provided herein or by Applicable Law, or failure to properly notify SOIL CONTRACTOR in the event of breach, or the acceptance of or payment for any Work hereunder, or the review or failure to review designs shall not release SOIL CONTRACTOR from any
of the warranties or obligations of this Soil Contract and shall not be deemed a waiver of any right of PURCHASER to insist upon strict performance hereof or any of its rights or 

  

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remedies as to any prior or subsequent default hereunder nor shall any termination of Work under this Soil Contract by PURCHASER operate as a waiver of any
of the terms hereof. 

 GC-51 SEVERABILITY 
  

	51.1	The provisions of this Soil Contract are severable. If any provision shall be determined to be illegal or unenforceable, such determination shall have no effect on any other
provision hereof, and the remainder of the Soil Contract shall continue in full force and effect so that the purpose and intent of this Soil Contract shall still be met and satisfied. 

 GC-52 SURVIVAL 
  

	52.1	All terms, conditions and provisions of this Soil Contract, which by their nature are independent of the period of performance, shall survive the cancellation, termination,
expiration, default or abandonment of this Soil Contract. 

 GC-53 EQUAL EMPLOYMENT OPPORTUNITY 
  

	53.1	SOIL CONTRACTOR is aware of, and is fully informed of SOIL CONTRACTOR’s obligations under Executive Order 11246 and, where applicable, shall comply with the requirements of
such Order and all orders, rules, and regulations promulgated thereunder unless exempted therefrom. 

  

	53.2	Without limitation of the foregoing, SOIL CONTRACTOR’s attention is directed to 41 Code of Federal Regulations (CFR), Section 60-1.4, and the clause titled “Equal
Opportunity Clause” which, by this reference, is incorporated herein. 

  

	53.3	SOIL CONTRACTOR is aware of and is fully informed of SOIL CONTRACTOR’s responsibilities under Executive Order No. 11701 “List of Job Openings for Veterans” and,
where applicable, shall comply with the requirements of such Order and all orders, rules and regulations promulgated thereunder unless exempted therefrom. 

  

	53.4	Without limitation of the foregoing, SOIL CONTRACTOR’s attention is directed to 41 CFR Section 60-250 et seq. and the clause therein titled “Affirmative Action
Obligations of Contractors and Subcontractors for Disabled Veterans and Veterans of the Vietnam Era”, which by this reference, is incorporated herein. 

  

	53.5	SOIL CONTRACTOR certifies that segregated facilities, including but not limited to washrooms, work areas and locker rooms, are not and will not be maintained or provided for SOIL
CONTRACTOR’s employees. Where applicable, SOIL CONTRACTOR shall obtain a similar certification from any of its Subcontractors and Sub-subcontractors performing the Work under this Soil Contract. 

  

	53.6	SOIL CONTRACTOR is aware of and is fully informed of SOIL CONTRACTOR’s responsibilities under the Rehabilitation Act of 1973 and the Americans with Disabilities Act and, where
applicable, shall comply with the provisions of each Act and the regulations promulgated thereunder unless exempted therefrom. 

  

 Page 48 of 51 

	53.7	Without limitation of the foregoing, SOIL CONTRACTOR’s attention is directed to 41 CFR Section 60-741 and the clause therein titled “Affirmative Action Obligations of
Contractors and Subcontractors for Handicapped Workers” which by this reference, is incorporated herein. 

 GC-54 SMALL, MINORITY AND
WOMEN OWNED BUSINESS ENTERPRISES 
  

	54.1	SOIL CONTRACTOR shall support PURCHASER’s policy and commitment to maximizing, where practical, business opportunities for small, minority and women owned business enterprises
(as identified in the Glossary appended to these General Conditions) by actively identifying, encouraging and assisting in their participation. 

 GC-55 SUBORDINATION OF LIENS. 
  

	55.1	SOIL CONTRACTOR hereby subordinates any mechanics’ and materialmen’s liens or other claims or encumbrances that may be brought by SOIL CONTRACTOR against any or all of the
Work, the Phase 2 Site or Facility to any liens granted in favor of Lender, whether such lien in favor of Lender is created, attached or perfected prior to or after any such liens, claims or encumbrances, and shall require its Subcontractors and
Sub-subcontractors to similarly subordinate their lien, claim and encumbrance rights. SOIL CONTRACTOR agrees to comply with reasonable requests of PURCHASER for supporting documentation required by Lender in connection with such subordination,
including any necessary lien subordination agreements. 

  

 Page 49 of 51 

 EXHIBIT “A” 
 APPENDIX A-1 
 GLOSSARY 
 SMALL, MINORITY AND WOMEN OWNED BUSINESS ENTERPRISES 
 Small Business Enterprise (SBE)

 A SBE is defined as a business enterprise, including affiliates, that is independently owned and operated, not dominant in the field of operation in
which it is bidding, and qualifies under the U.S. Small Business Administration criteria and size standards for small businesses as specifically defined in the Federal Acquisition Regulations (FAR). 
 Minority Owned Business Enterprise (MBE) 
 A MBE is defined as a
business enterprise at least 51% owned by one or more individuals, as defined below, or in the case of any publicly owned business, at least 51% of the stock is owned by one or more such individuals; and whose management and daily business
operations are controlled by one or more of those individuals. 
 Minority individuals are defined as African-Americans, Hispanic Americans, Native
Americans, Asian-Pacific Americans, or Asian-Indian Americans: 
  

	 	(1)	African-Americans are U.S. citizens whose origins are black racial groups in Africa; 

  

	 	(2)	Hispanic Americans are U.S. citizens whose origins are in the Spanish or Portuguese cultures of Mexico, Puerto Rico, Cuba, Central and South America, or the Caribbean;

  

	 	(3)	Native Americans are U.S. citizens whose origins are in North America: American Indians, Aleuts, Eskimos and Native Hawaiians; 

  

	 	(4)	Asian-Pacific Americans are U.S. citizens whose origins are in Japan, China, the Philippines, Vietnam, Korea, Samoa, Guam, the U.S. Trust Territory of the Pacific Islands, the
Northern Mariana Islands, Laos, Cambodia, or Taiwan; and 

  

	 	(5)	Asian-Indian Americans are U.S. citizens whose origins are in India, Pakistan, or Bangladesh. 

 Woman Owned Business Enterprise (WBE) 
 A WBE is defined as a business enterprise that is at least 51% owned by a
woman or women; or in the case of any publicly-owned business, at least 51% of the stock is owned by one or more 

  

 Page 1 of 2 

 
women, who are U.S. citizens and whose management and daily business operations are controlled by one or more of those individuals. 
 SBE/MBE/WBE Identification 
 Those firms identifying themselves as
SBE, MBE or WBE shall certify under the written signature of a duly authorized company officer (preferably the officer signing the contract document) that they meet the above requirements. 
  

 Page 2 of 2 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT
(EPC) UNIT RATE 
 SOIL IMPROVEMENT CONTRACT 
 EXHIBIT “B” SPECIAL CONDITIONS 
 TABLE OF CONTENTS 
  

					
	 SC
	  	 TITLE
	  	PAGE
	 SC-1
	  	 DEFINITIONS
	  	1
	 SC-2
	  	 INSURANCE
	  	10
	 SC-3
	  	 DRAWINGS AND SPECIFICATIONS
	  	18
	 SC-4
	  	 PURCHASER-FURNISHED UTILITIES AND FACILITIES
	  	18
	 SC-5
	  	 PURCHASER-FURNISHED MATERIALS AND EQUIPMENT
	  	19
	 SC-6
	  	 PURCHASER PERMITS
	  	20
	 SC-7
	  	 SOIL CONTRACTOR-FURNISHED DRAWINGS, SPECIFICATIONS, DATA AND SAMPLES
	  	20
	 SC-8
	  	 SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK
	  	25
	 SC-9
	  	 SOIL CONTRACT SCHEDULE
	  	26
	 SC-10
	  	 TEMPORARY ACCESS AND HAUL ROADS
	  	28
	 SC-11
	  	 SAFETY, HEALTH AND SECURITY REQUIREMENTS
	  	29
	 SC-12
	  	 EXPLOSIVES
	  	30
	 SC-13
	  	 LETTER OF CREDIT
	  	30
	 SC-14
	  	 MEASUREMENT FOR PAYMENT
	  	31
	 SC-15
	  	 INVOICING AND PAYMENT
	  	32
	 SC-16
	  	 [NOT USED]
	  	36
	 SC-17
	  	 [NOT USED]
	  	36
	 SC-18
	  	 QUALITY SURVEILLANCE INSPECTIONS
	  	36
	 SC-19
	  	 [NOT USED]
	  	36
	 SC-20
	  	 LIQUIDATED DAMAGES
	  	36
	 SC-21
	  	 APPLICABLE LAW
	  	37
	 SC-22
	  	 CONSTRUCTION MANAGEMENT
	  	37
	 SC-23
	  	 RELEASE OF CONSEQUENTIAL DAMAGES
	  	38
	 SC-24
	  	 NOT USED
	  	38
	 SC-25
	  	 MEASUREMENT SYSTEM
	  	38
	 SC-26
	  	 NOT USED
	  	38
	 SC-27
	  	 KEY PERSONNEL
	  	38
	 SC-28
	  	 LANGUAGE REQUIREMENTS
	  	39
	 SC-29
	  	 NOT USED
	  	39
	 SC-30
	  	 DRUGS, ALCOHOL AND WEAPONS
	  	39
	 SC-31
	  	 ARBITRATION
	  	40
	 SC-32
	  	 NOT USED
	  	40
	 SC-33
	  	 NOT USED
	  	40

					
	 SC-34
	  	 HAZARDOUS MATERIALS
	  	40
	 SC-35
	  	 HAZARDOUS SUBSTANCE AWARENESS
	  	41
	 SC-36
	  	 HAZARDOUS SUBSTANCE REGULATIONS
	  	41
	 SC-37
	  	 NOT USED
	  	42
	 SC-38
	  	 LABORATORY ANALYSES
	  	42
	 SC-39
	  	 ON-SITE HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL
	  	42
	 SC-40
	  	 OFF-SITE TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
	  	42
	 SC-41
	  	 SEC FILINGS
	  	42
	 SC-42
	  	 SOIL CONTRACTOR REGISTRATION
	  	43
	 SC-43
	  	 LOUISIANA SALES AND USE TAXES
	  	43
	 SC-44
	  	 LIMITATION OF LIABILITY
	  	45

 APPENDICES 
  

			
	 B-1
	  	 CERTIFICATE OF INSURANCE

		
	 B-2
	  	 LIEN AND CLAIM WAIVER FORMS

		
	 B-3
	  	 PURCHASER PERMITS

		
	 B-4
	  	 PHASE 2 SITE

		
	 B-5
	  	 LOUISIANA STATE TAX SCHEDULES C AND CA

		
	 B-6
	  	 FORM OF LETTER OF CREDIT

  

 ii 

 EXHIBIT “B” SPECIAL CONDITIONS 
  

	SC-1	 DEFINITIONS 

  

	1.1	“SOIL CONTRACTOR” means Remedial Construction Services, L.P., its authorized representatives, successors, and permitted assigns. 

  

	1.2	“PURCHASER” means Sabine Pass LNG, L.P. and its authorized representatives, successors in interest, and permitted assigns. 

  

	1.3	“AAA” has the meaning given in Special Condition 31, titled ARBITRATION. 

  

	1.4	“AAA Rules” has the meaning given in Special Condition 31, titled ARBITRATION. 

  

	1.5	“Affiliates” means any Person that directly or indirectly, through one or more intermediaries, controls, is controlled by, or is under common control with a Party. For
purposes of this definition, “control” (including, with correlative meanings, the terms “controlled by” and “under common control with”) means the possession, directly or indirectly, of the power to direct or cause the
direction of the management and policies of a Person, whether through the ownership of voting securities or otherwise. 

  

	1.6	“Applicable Law” means all laws, statutes, ordinances, orders, decrees, injunctions, licenses, Permits, approvals, rules, codes and regulations, including any conditions
thereto, of any Governmental Instrumentality having jurisdiction over all or any portion of the siteSite or the Facility or performance of all or any portion of the Work or the operation of the Facility, or other legislative or administrative action
of a Governmental Instrumentality, or a final decree, judgment or order of a court which relates to the performance of Work hereunder. 

  

	1.7	“Balance of Plant” or “BOP” means all Work required to be performed by SOIL CONTRACTOR except Work related to Tank S-104 and Tank S-105.

  

	1.8	“Bechtel” means Bechtel Corporation. 

  

	1.9	“Books and Records” has the meaning given in General Condition 36, titled RECORDS AND AUDIT. 

  

	1.10	“Business Day” means every Day other than a Saturday, a Sunday or a Day that is an official holiday for employees of the federal government of the United States of
America. 

  

	1.11	“Change Order” has the meaning given in General Condition 32, titled CHANGES. 

  

	1.12	“Change Order Request” has the meaning given in General Condition 32, titled CHANGES. 

  

	1.13	 “Changes in Law” means any amendment, modification, superseding act, deletion, addition or change in or to Applicable Law (excluding changes to Tax laws
where such Taxes are based upon Contractor’s income or profits/losses) that occurs and takes effect 

	 	 
after the Soil Contract Effective Date. A Change in Law shall include any official change in the interpretation or application of Applicable Law (including
Applicable Codes and Standards set forth in Applicable Law), provided that such change is expressed in writing by the applicable Governmental Instrumentality. 

  

	1.14	“Collateral Agent” means the collateral agent under the credit agreement for the financing of the Project. 

  

	1.15	“Confidential Information” means one or both of SOIL CONTRACTOR’s Confidential Information and PURCHASER’s Confidential Information, as the context requires.

  

	1.16	“Corrective Work” shall have the meaning set forth in General Condition 37, titled WARRANTY/DEFECT CORRECTION PERIOD. 

  

	1.17	“Day” means a calendar day. 

  

	1.18	“Defect” or “Defective” means any work or component thereof, that is not in conformity with any warranty. 

  

	1.19	“Defect Correction Period” means the period commencing upon Tank S-105 Substantial Completion or Substantial Completion BOP, whichever is later, and ending the later of 24
months after commencement or 36 Months after commencement where Corrective Work is performed. 

  

	1.20	“Disclosing Party” means the Party to whom confidentiality obligations are owed by the Receiving Party. 

  

	1.21	“Effective Date” has the meaning given in the Soil Contract Form of Agreement. 

  

	1.22	“Environmental Compliance Plan” means the plan required by GC-14.2. 

  

	1.23	“Excessive Monthly Precipitation” means that the total precipitation measured at the Phase 2 Site for the calendar month that the event in question occurred has exceeded
the probability level of 0.6 for such calendar month for Weather Station 417174 BPT, Port Arthur AP Beaumont TX, as specified in the National Oceanic and Atmospheric Administration publication titled “Climatography of the U.S. No. 81,
Supplement No. 1, Monthly Precipitation Probabilities and Quintiles, 1971-2000.” 

 The Parties recognize that the
assessment as to whether or not total precipitation measured at the Phase 2 Site for a given calendar month constitutes Excessive Monthly Precipitation can only be made after the end of the calendar month in question. 
  

	1.24	“Facility” means the Phase 1 Facility and the Phase 2 Facility combined. 

  

	1.25	“FERC” means the Federal Energy Regulatory Commission. 

  

	1.26	 “FERC Authorization” means the authorization given by the FERC on June 15, 2006, granting to PURCHASER the approvals requested in that certain
application filed by 

  

 -2- 

	 	 
PURCHASER with the FERC on July 29, 2005, in Docket No. CP05-396-000 (as may be amended from time to time) pursuant to Section 3(a) of the Natural
Gas Act and the corresponding regulations of the FERC. 

  

	1.27	“Final Completion” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.28	“Final Completion Certificate” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.29	“Final Conditional Lien and Claim Waiver” means the waiver and release provided to PURCHASER by SOIL CONTRACTOR and Major Subcontractors and Major Sub-subcontractors in
accordance with the requirements of SC-15.10, which shall be in the forms of Exhibit “B” Appendix B-2, Form B-2-5 and B-2-7, respectively. 

  

	1.30	“Final Invoice” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

	1.31	“Final Unconditional Lien and Claim Waiver” means the waiver and release provided to PURCHASER by SOIL CONTRACTOR and Major Subcontractors and Major Sub-subcontractors in
accordance with the requirements of SC-15.10, which shall be in the forms of Exhibit “B” Appendix B-2, Form B-2-6 and B-2-8, respectively. 

  

	1.32	“Force Majeure” means any act or event that (i) prevents or delays the affected Party’s performance of its obligations in accordance with the terms of this Soil
Contract, (ii) is beyond the reasonable control of the affected Party, not due to its fault or negligence and (iii) could not have been prevented or avoided by the affected Party through the exercise of due diligence. Force Majeure may
include catastrophic storms or floods, Excessive Monthly Precipitation, lightning, tornadoes, hurricanes, a named tropical storm, earthquakes and other acts of God, wars, civil disturbances, revolution, acts of public enemy, acts of terrorism,
credible threats of terrorism, revolts, insurrections, sabotage, riot, plague, epidemic, commercial embargoes, expropriation or confiscation of the Facility, epidemics, fires, explosions, industrial action or strike (except as excluded below), and
actions of a Governmental Instrumentality that were not requested, promoted, or caused by the affected Party. For avoidance of doubt, Force Majeure shall not include any of the following: (i) economic hardship unless such economic hardship was
otherwise caused by Force Majeure; (ii) changes in market conditions unless any such change in market conditions was otherwise caused by Force Majeure; (iii) industrial actions and strikes involving only the employees of SOIL CONTRACTOR or
any of its Subcontractors or Sub-subcontractors, except for industrial actions and strikes involving the employees of the contractor supplying the nickel steel for the Phase 2 Tanks; or (iv) nonperformance or delay by SOIL CONTRACTOR or its
Subcontractors or Sub-subcontractors, unless such nonperformance or delay was otherwise caused by Force Majeure. 

  

	1.33	 “Geotechnical Reports” means the following reports, each prepared by Tolunay-Wong Engineers, Inc. and provided by PURCHASER to SOIL CONTRACTOR prior to
the 

  

 -3- 

	 	 
Effective Date: (i) Geotechnical Investigation Phase 2 Expansion, Sabine LNG Import Terminal, Cameron Parish, Louisiana, TWEI No. 05-H028, dated
July 2005; and (ii) Geological Hazard Evaluation, Sabine LNG Terminal, Sabine, Louisiana, dated September 19, 2003. 

  

	1.34	“Good Engineering and Construction Practices” or “GECP” means the generally accepted practices, skill, care, methods, techniques and standards employed by the
international LNG industry at the time of the Effective Date that are commonly used in prudent engineering, procurement and construction to safely design, construct, pre-commission, commission, start-up and test LNG related facilities of similar
size and type as the Phase 2 Facility, in accordance with Applicable Law and applicable codes and standards. 

  

	1.35	“Goods” has the meaning given in General Condition 34, titled TITLE AND RISK OF LOSS. 

  

	1.36	“Governmental Instrumentality” means any federal, state or local department, office, instrumentality, agency, board or commission having jurisdiction over a Party or any
portion of the Work, the Facility or the Site. 

  

	1.37	“Hazardous Material(s)” means any substance that under Applicable Law is considered to be hazardous or toxic or is or may be required to be remediated, including
(i) any petroleum or petroleum products, radioactive materials, asbestos in any form that is or could become friable, urea formaldehyde foam insulation, transformers or other equipment that contain dielectric fluid containing polychlorinated
biphenyls and processes and certain cooling systems that use chlorofluorocarbons, (ii) any chemicals, materials or substances which are now or hereafter become defined as or included in the definition of “hazardous substances,”
“hazardous wastes,” “hazardous materials,” “extremely hazardous wastes,” “restricted hazardous wastes,” “toxic substances,” “toxic pollutants,” or any words of similar import pursuant to
Applicable Law, or (iii) any other chemical, material, substance or waste, exposure to which is now or hereafter prohibited, limited or regulated by any Governmental Instrumentality, or which may be the subject of liability for damages, costs
or remediation. 

  

	1.38	“Indemnified Party” means any member of the PURCHASER Group or SOIL CONTRACTOR Group, or Management Contractor to which an indemnification obligation is owed, as the
context requires. 

  

	1.39	“Indemnifying Party” means the Party with the indemnification obligation, as the context requires. 

  

	1.40	“Insolvency Event” means, in relation to any Party, the bankruptcy, insolvency, liquidation, administration, administrative or other receivership or dissolution of such
Party, and any equivalent or analogous proceedings by whatever name known and in whatever jurisdiction, and any step taken (including, without limitation, the presentation of a petition or the passing of a resolution or making a general assignment
or filing for the benefit of its creditors) for or with a view toward any of the foregoing. 

  

 -4- 

	1.41	“Interim Conditional Lien Waiver” means the conditional waiver and release provided to PURCHASER by SOIL CONTRACTOR and Major Subcontractors and Major Sub-subcontractors
in accordance with the requirements of SC-15.4, which shall be in the forms of Exhibit “B” Appendix B-2, Form B-2-1 and B-2-3, respectively. 

  

	1.42	“Interim Unconditional Lien Waiver” means the unconditional waiver and release provided to PURCHASER by SOIL CONTRACTOR, Major Subcontractors and Major Sub-subcontractors
in accordance with the requirements of SC-15.4, which shall be in the forms of Exhibit “B” Appendix B-2, Form B-2-2 and B-2-4, respectively. 

  

	1.43	“Invoice” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

	1.44	“Key Personnel” (or any one of them as a “Key Person”) shall have the meaning set forth in Special Condition 27, titled KEY PERSONNEL. 

 

	1.45	“Landowner” means any landowner that has leased land or provided a right of way or easement to any member of the PURCHASER Group in connection with the Project.

  

	1.46	“Lender” means any entity or entities providing temporary or permanent debt financing to PURCHASER for the Phase 2 Facility. 

  

	1.47	“Letter of Credit” has the meaning set forth in Special Condition 13, titled LETTER OF CREDIT. 

  

	1.48	“Level III Schedule” means a level of detail in a CPM schedule in which the work breakdown structure is at an area level and shall involve over three hundred
(300) activities per Phase 2 Tank. The deliverables by each engineering discipline are captured at this level. 

  

	1.49	“Limited Notice to Proceed” or “LNTP” shall have the meaning set forth in SC-8.8. 

  

	1.50	“LNG” means liquefied Natural Gas. 

  

	1.51	“Louisiana Sales and Use Tax” shall have the meaning set forth in the Special Condition 43 titled LOUSIANA SALES AND USE TAXES. 

  

	1.52	“Major Subcontract” means any Subcontract having an aggregate value in excess of One Million U.S. Dollars (US $1,000,000). 

  

	1.53	“Major Subcontractor” means any Subcontractor with whom SOIL CONTRACTOR enters, or intends to enter, into a Major Subcontract. 

  

	1.54	“Major Sub-subcontract” means any Sub-subcontract having an aggregate value in excess of One Million U.S. Dollars (US $1,000,000). 

  

	1.55	“Major Sub-subcontractor” means any Sub-subcontractor that enters, or intends to enter, into a Major Sub-subcontract. 

  

 -5- 

	1.56	“Management Contractor” means the construction manager engaged by PURCHASER to manage the Work performed under the Soil Contract and so designated in writing by PURCHASER
as “Management Contractor.” Such Management Contractor must be reasonably acceptable to SOIL CONTRACTOR, and for purposes of the foregoing, the Parties agree in advance that Bechtel is reasonably acceptable to SOIL CONTRACTOR.

  

	1.57	“Monthly Quantity Statement” has the meaning given in Special Condition 14, titled MEASUREMENT FOR PAYMENT. 

  

	1.58	“Natural Gas” means combustible gas consisting primarily of methane. 

  

	1.59	“Notice to Proceed” or “NTP” means the notice given by PURCHASER to SOIL CONTRACTOR authorizing and requiring SOIL CONTRACTOR to begin to perform SOIL
CONTRACTOR’s complete Scope of Work. 

  

	1.60	“Operating Plant Procedures” means any and all safety, security, operations, maintenance and other procedures for the Facility, the Phase 1 Project, the Phase 2 Project,
or any parts thereof, written by PURCHASER for the purpose of or with respect to the operation of the Phase 1 Facility. 

  

	1.61	“Party” or “Parties” has the meaning specified in the Soil Contract Form of Agreement. 

  

	1.62	“Permit” means any valid waiver, certificate, approval, consent, license, exemption, variance, franchise, permit, authorization or similar order or authorization from any
Governmental Instrumentality required to be obtained or maintained in connection with the Facility, the Phase 2 Site or the Work. Permit includes PURCHASER Permits and SOIL CONTRACTOR Permits. 

  

	1.63	“Person” means any individual, company, joint venture, corporation, partnership, association, joint stock company, limited liability company, trust, estate, unincorporated
organization, Governmental Instrumentality or other entity having legal capacity. 

  

	1.64	“Phase 1 EPC Agreement” means the Engineering, Procurement and Construction Agreement for the Sabine Pass LNG Terminal by and between Bechtel and Sabine Pass LNG, L.P.,
dated December 18, 2004. 

  

	1.65	“Phase 1 Facility” means the facilities existing or contemplated for the Phase 1 Project, including the LNG receiving, storage and regasification facilities.

  

	1.66	“Phase 1 Project” means the Sabine Pass LNG Terminal, located at Sabine Pass, Louisiana, including the LNG receiving, storage and regasification facilities to be
engineered, procured, constructed, pre-commissioned, commissioned and tested by Bechtel for PURCHASER, pursuant to the Phase 1 EPC Agreement. 

  

	1.67	“Phase 1 Site” means that portion of Sabine Pass, Louisiana at which the construction activity is being or shall be performed for the Phase 1 Project.

  

 -6- 

	1.68	“Phase 1 Tanks” means the three (3) LNG tanks for the Phase 1 Project, designated as Tanks S-101, S-102, and S-103. 

  

	1.69	“Phase 2 Facility” means the facilities existing or contemplated for the Phase 2 Project, including the LNG receiving, storage and regasification facilities.

  

	1.70	“Phase 2 Project” means the expansion of the Sabine Pass LNG Terminal, located at Sabine Pass, Louisiana, including additional LNG receiving, storage and regasification
facilities. 

  

	1.71	“Phase 2 Site” means that portion of Sabine Pass at which the construction activity is being or shall be performed for the Phase 2 Project. 

  

	1.72	“Phase 2 Tanks” means the LNG tanks to be engineered, procured and constructed for the Phase 2 Facility, designated as Tank S-104 and Tank S-105. 

 

	1.73	“Project” means the engineering, procurement and construction of the Phase 2 Tanks and other Work covered by this Soil Contract. 

  

	1.74	“PURCHASER Group” means (i) PURCHASER, its parent, Lender, and each of their respective Affiliates and (ii) the respective directors, officers, agents, employees
and representatives of each Person specified in clause (i) above. For avoidance of doubt, Management Contractor is not a member of PURCHASER Group. 

  

	1.75	“PURCHASER Permits” means the Permits listed in Exhibit “B” Appendix B-3 and any other Permits (not listed in Appendix B-3) necessary for performance of the Work
or the operation of the Facility and which are required to be obtained in the name of PURCHASER or its Affiliates pursuant to Applicable Law. 

  

	1.76	“Quality Assurance Plan” has the meaning given in General Condition 35, titled QUALITY ASSURANCE PROGRAM. 

  

	1.77	“Ready For Cool Down” or “RFCD” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.78	“Receiving Party” means the Party having confidentiality obligations with respect to such Confidential Information. 

  

	1.79	“Retainage” has the meaning given in Special Condition 15, titled INVOICING AND PAYMENT. 

  

	1.80	“Safety and Health Plan” or “S&H Plan” shall have the meaning given in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS.

  

	1.81	“Scope of Work” means the entirety of the Work. 

  

	1.82	“Security Plan” shall have the meaning given in Special Condition 11, titled SAFETY, HEALTH AND SECURITY REQUIREMENTS. 

  

 -7- 

	1.83	“Site” means the Phase 1 Site and the Phase 2 Site combined. 

  

	1.84	“Soil Contract Documents” shall have the meaning set forth in the Soil Contract Form of Agreement. 

  

	1.85	“Soil Contract Milestone Date(s)” means the established completion date(s) set forth in Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE
WORK. 

  

	1.86	“Soil Contract Price” means the compensation in full to SOIL CONTRACTOR for the full and complete performance of the Work and all of SOIL CONTRACTOR’s other
obligations under this Soil Contract. The Soil Contract Price shall be based upon the Unit Prices set forth in Exhibit “C” to this Soil Contract, and the final amount of the Soil Contract Price will be determined upon completion of all of
the Work by SOIL CONTRACTOR. 

  

	1.87	“Soil Contract Schedule” means the Work execution schedule developed and approved pursuant to Special Condition 9, titled SOIL CONTRACT SCHEDULE. 

 

	1.88	“SOIL CONTRACTOR Group” means (i) SOIL CONTRACTOR and its Affiliates and (ii) the respective directors, officers, agents, employees and representatives of each
Person specified in clause (i) above. 

  

	1.89	“SOIL CONTRACTOR Permits” means the Permits necessary for the performance of the Work and which are required to be obtained in the name of SOIL CONTRACTOR or its
Subcontractors or Sub-subcontractors. 

  

	1.90	“Subcontract” means any agreement by and between SOIL CONTRACTOR and a Subcontractor for the performance of any portion of the Work. 

  

	1.91	“Subcontractor” means any Person, including an equipment supplier or vendor, who has a direct contract with SOIL CONTRACTOR to manufacture or supply equipment, materials
or labor that are portion of the Work, to lease construction equipment to SOIL CONTRACTOR in connection with the Work, or to otherwise perform any portion of the Work. 

  

	1.92	“Sub-subcontract” means any agreement by and between a Subcontractor and a Sub-subcontractor or by and between a Sub-subcontractor and another Sub-subcontractor for the
performance of any portion of the Work. 

  

	1.93	“Sub-subcontractor” means any Person who has a direct or indirect contract with a Subcontractor another Sub-subcontractor to manufacture or supply equipment, materials or
labor that are a portion of the Work, to lease construction equipment to a Subcontractor or another Sub-subcontractor in connection with the Work, or to otherwise perform any portion of the Work. For avoidance of confusion, a Sub-subcontractor is
any lower tier subcontractor, vendor or labor broker that enters into a contract, receives a purchase order, or otherwise agrees, to perform any portion of the Work. 

  

 -8- 

	1.94	“Substantial Completion BOP” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.95	“Substantial Completion Certificate” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.96	“Subsurface Soil Conditions” means subsurface conditions at the Phase 2 Tank Site. 

  

	1.97	“Tank S-104” has the meaning set forth in the definition of Phase 2 Tanks. 

  

	1.98	“Tank S-105” has the meaning set forth in the definition of Phase 2 Tanks. 

  

	1.99	“Tank S-104 Substantial Completion” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.100	 “Tank S-105 Substantial Completion” has the meaning given in General Condition 47, titled ACCEPTANCE AND COMPLETION. 

  

	1.101	 “Taxes” means any and all taxes, assessement, levies, duties, fees, charges and withholdings of any kind or nature whatsoever and howsoever described, including
Louisiana Sales and Use Taxes, value-added, sales, use, gross receipts, license, payroll, federal, state, local or foreign income, environmental, profits, premium, franchise, property, excise, capital stock, import, stamp, transfer, employment,
occupation, generation, privilege, utility, regulatory, energy, consumption, lease, filing, recording and activity taxes, levies, duties, fees, charges, imposts and withholding, together with any and all penalties, interest and additions thereto.

  

	1.102	 “Third Party” means any Person other than a member of (i) the PURCHASER Group, (ii) the SOIL CONTRACTOR Group, or (iii) the Management Contractor, if
any, or (iv) Subcontractor or Sub-subcontractor or any employee, officer or director of such Management Contractor, Subcontractor or Sub-subcontractor. 

  

	1.103	 “Third Party IP” means any patent, copyright or trade secret held by a Third Party. 

  

	1.104	 “Unit Prices” has the meaning specified in Special Condition 14, titled MEASUREMENT FOR PAYMENT. 

  

	1.105	 “Work” means all the stated or implied activities to be performed by SOIL CONTRACTOR as required by the Soil Contract Documents, including, without limitation, the
supply of equipment and materials. 

  

	1.106	 “Work Product” has the meaning given in General Condition 41, titled RIGHT TO WORK PRODUCT. 

 The meanings specified in this SC-1 are applicable to both the singular and plural. As used in the Soil Contract, the terms “herein,”
“herewith,” “hereunder” and “hereof” are references to the Soil Contract taken as a whole, and the terms “include,” “includes” and “including” mean “including, without
limitation,” or variant thereof. 
  

 -9- 

	SC-2	 INSURANCE 

  

	2.1	Unless otherwise specified in this Soil Contract, SOIL CONTRACTOR shall, at its sole expense, maintain in effect at all times during the performance of the Work insurance coverage
with limits not less than those set forth below with insurers and under forms of policies satisfactory to PURCHASER. SOIL CONTRACTOR shall deliver to PURCHASER no later than ten (10) Days after the Effective Date, but in any event prior to
commencing the Work or entering the Phase 2 Site, certificates of insurance or policies as evidence that policies providing such coverage and limits of insurance are in full force and effect. Certificates or policies shall be issued in the form
provided by PURCHASER or if none is provided in a form acceptable to PURCHASER and provide that not less than thirty (30) Days advance written notice will be given to PURCHASER prior to cancellation, termination or material alteration of said
policies of insurance. Certificates shall identify on their face the Phase 2 Project and the Soil Contract. 

  

	2.2	Standard Coverage 

  

	 	(1)	Workers’ Compensation as required by any Applicable Law or regulation. 

  

	 	(2)	If there is an exposure of injury to SOIL CONTRACTOR’s employees under the U.S. Longshoremen’s and Harbor Workers’ Compensation Act, the Jones Act or under laws,
regulations or statutes applicable to maritime employees, coverage shall be included for such injuries or claims. 

  

	 	(3)	Employer’s Liability of not less than: 

 US $1,000,000
each accident; 
 US $1,000,000 disease each employee; 
 and US $1,000,000 disease policy limit. 
  

	 	(4)	Commercial General Liability Insurance 

  

	 	(a)	Coverage 

 SOIL CONTRACTOR shall carry Commercial General
Liability Insurance covering all operations by or on behalf of SOIL CONTRACTOR providing insurance for bodily injury liability and property damage liability for the limits of liability indicated below, subject to a maximum deductible of US $100,000
and including coverage for: 
  

	 	(a.1)	 Premises and Operations; 

  

	 	(a.2)	 Products and Completed Operations for two (2) years after Tank S-105 Substantial Completion or Substantial Completion BOP, whichever is later; 

 

 -10- 

	 	(a.3)	 Contractual Liability insuring the indemnity agreement in the General Condition 39, titled INDEMNITY; 

  

	 	(a.4)	 Broad form Property Damage (including Completed Operations); 

  

	 	(a.5)	 Explosion, Collapse and Underground Hazards; and 

  

	 	(a.6)	 Personal Injury Liability. 

 The Commercial General
Liability insurance shall be the Occurrence Coverage Form. 
  

	 	(b)	Policy Limits 

  

	 	(b.1)	 For SOIL CONTRACTOR’s Commercial General Liability Insurance, the limits of liability for bodily injury, property damage, and personal injury shall be not less than:

 US $10,000,000 Combined single limit for Bodily Injury and Property Damage each occurrence; 
 US $10,000,000 Personal Injury Limit each occurrence; 
 US $10,000,000 Products-Completed Operations Annual Aggregate Limit; and 
 US $10,000,000 General Annual Aggregate Limit with such limits dedicated to the Project. 
  

	 	(b.2)	 If the policy does not have an endorsement providing the General Annual Aggregate limits are as indicated above SOIL CONTRACTOR shall provide an endorsement titled
“Amendment of Limits of Insurance (Designated Project or Premises).” Such endorsement shall provide for a Products-Completed Operations Annual Aggregate Limit of not less than US $10,000,000 and a General Annual Aggregate Limit of not less
than US $10,000,000. The required limits may be satisfied by a combination of a primary policy and an excess or umbrella policy. 

  

	 	(c)	“Additional Insureds” 

  

	 	(c.1)	 All members of the PURCHASER Group and Management Contractor shall be named as Additional Insureds under the Commercial General Liability Insurance policy. Such insurance
shall include an insurer’s waiver of subrogation in favor of the Additional Insureds, be primary as regards any other coverage maintained for or by the Additional Insureds, and shall contain a cross-liability or severability of interest clause.

  

 -11- 

	 	(5)	Commercial Automobile Liability Insurance including coverage for the operation of any vehicle to include, but not limited to, owned, hired and non-owned. 

 

	 	(a)	The combined single limit for Bodily Injury and Property Damage Liability shall be not less than US $1,000,000 for any one accident or loss. The required limits may be satisfied by
a combination of a primary policy and an excess or umbrella policy. 

  

	 	(b)	SOIL CONTRACTOR’s Commercial Automobile Liability Insurance shall include coverage for Automobile Contractual Liability and shall be subject to a maximum deductible of
US$25,000. 

  

	 	(6)	SOIL CONTRACTOR’s Construction Equipment Floater covering all construction equipment and items (whether owned, rented, or borrowed) of SOIL CONTRACTOR that will not become part
of the Phase 2 Facility. It is understood that this coverage shall not be included under the builders risk policy. Notwithstanding anything to the contrary contained herein, SOIL CONTRACTOR shall be responsible for damage to or destruction or loss
of, from any cause whatsoever, all such construction equipment. SOIL CONTRACTOR shall require all insurance policies (including policies of SOIL CONTRACTOR, Subcontractors and Sub-subcontractors) in any way relating to such construction equipment to
include clauses stating that each underwriter will waive all rights of recovery, under subrogation or otherwise, against all members of the PURCHASER Group and Management Contractor. 

  

	2.3	Special Operations Coverage 

 Should any of the Work:

  

	 	(1)	Involve marine operations, SOIL CONTRACTOR shall provide or have provided coverage for liabilities arising out of such marine operations, including contractual liability under its
Commercial General Liability Insurance or Marine Hull and Machinery Insurance and Protection and Indemnity Insurance. In the event such marine operations involve any SOIL CONTRACTOR owned, hired, chartered, or operated vessels, barges, tugs or other
marine equipment, SOIL CONTRACTOR agrees to provide or have provided Marine Hull and Machinery Insurance and Protection and Indemnity Insurance and/or Charterer’s Liability Insurance. The combined limit of the Protection and Indemnity Insurance
and/or Charterer’s Liability Insurance shall be no less than the market value of the vessel. The Protection and Indemnity and/or Charterer’s liability and the Hull and Machinery coverages shall include coverage for contractual liability,
wreck removal, Tower’s liability if applicable; and full collision coverage and shall be endorsed: 

  

	 	(a)	To provide full coverage to PURCHASER Group and Management Contractor as Additional Insureds without limiting coverage to liability “as owner of the vessel” and to delete
any “as owner” clause or other language that would limit coverage to liability of an insured “as owner of the vessel;” and 

  

 -12- 

	 	(b)	To waive any limit to full coverage for the Additional Insureds provided by any applicable liability statute. 

 All marine insurances provided by SOIL CONTRACTOR shall include an Insurer’s waiver of subrogation in favor of the Additional Insureds. 

 

	 	(2)	Involve the hauling of property in excess of US $300,000, SOIL CONTRACTOR shall also carry “All Risk” Transit Insurance, or “All Risk” Motor Truck Cargo
Insurance, or such similar form of insurance that will insure against physical loss or damage to the property being transported, moved or handled by SOIL CONTRACTOR pursuant to the terms of this Soil Contract. Such insurance shall provide a limit of
not less than the replacement cost of the highest value being moved, shall insure the interest of SOIL CONTRACTOR, PURCHASER Group, and Management Contractor, as their respective interests may appear and shall include an insurer’s waiver of
subrogation rights in favor of them. 

  

	 	(3)	Involve aircraft (fixed wing or helicopter) owned, operated or chartered by SOIL CONTRACTOR, liability arising out of such aircraft shall be insured for a combined single limit not
less than US $10,000,000 each occurrence and such limit shall apply to Bodily Injury (including passengers) and Property Damage Liability. Such insurance shall name PURCHASER Group and Management Contractor as Additional Insureds, include an
insurer’s waiver of subrogation in favor of the Additional Insureds, state that it is primary insurance as regards the Additional Insureds and contain a cross-liability or severability of interest clause. If the aircraft hull is insured, such
insurance shall provide for an insurer’s waiver of subrogation rights in favor of PURCHASER Group and Management Contractor. In the event SOIL CONTRACTOR charters aircraft, the foregoing insurance and evidence of insurance may be furnished by
the owner of the chartered aircraft, provided the above requirements are met. 

  

	 	(4)	Involve investigation, removal or remedial action concerning the actual or threatened escape of Hazardous Materials, SOIL CONTRACTOR shall also carry Pollution Liability Insurance
in an amount not less than US $2,000,000 per occurrence/annual aggregate. Such insurance shall provide coverage for both sudden and gradual occurrences arising from the Work performed under this Soil Contract. If Completed Operations is limited in
the policy, such Completed Operation Coverage shall be for a period of not less than five (5) years. Such insurance shall include a three (3) year extended discovery period and shall name PURCHASER Group and Management Contractor as
Additional Insureds. 

  

	 	(5)	 Involve inspection, handling or removal of asbestos, SOIL CONTRACTOR shall also carry Asbestos Liability Insurance in an amount not less than US $2,000,000 per
occurrence/annual aggregate. The policy shall be written on an “Occurrence 

  

 -13- 

	 	 
Basis” with no sunset clause. Such insurance shall name PURCHASER Group and Management Contractor as Additional Insureds. 

 

	 	(6)	Involve transporting Hazardous Materials, SOIL CONTRACTOR shall also carry Business Automobile Insurance covering liability arising out of the transportation of Hazardous Materials
in an amount not less than US $2,000,000 per occurrence. Such policy shall include Motor Carrier Endorsement MCS-90. PURCHASER GROUP SHALL NOT BE NAMED AN ADDITIONAL INSURED FOR THIS POLICY. 

  

	 	(7)	Involve treatment, storage or disposal of Hazardous Materials, SOIL CONTRACTOR shall furnish an insurance certificate from the designated disposal facility establishing that the
facility operator maintains current Environmental Liability Insurance in the amount of not less than US $5,000,000 per occurrence/annual aggregate. 

  

	2.4	Related Obligations: 

  

	 	(1)	The requirements contained herein as to types and limits, as well as PURCHASER’s approval of insurance coverage to be maintained by SOIL CONTRACTOR, are not intended to and
shall not in any manner limit or qualify the liabilities and obligations assumed by SOIL CONTRACTOR under this Soil Contract. 

  

	 	(2)	The certificates of insurance must provide clear evidence that SOIL CONTRACTOR’s insurance policies contain the minimum limits of coverage and the special provisions prescribed
in this clause. 

  

	 	(3)	All insurance required to be obtained by SOIL CONTRACTOR pursuant to this Soil Contract shall be from an insurer or insurers permitted to conduct business as required by Applicable
Law and shall be rated with either an “A-: IX” or better by Best’s Insurance Guide Ratings or “A-” or better by Standard and Poor’s. 

  

	 	(4)	The following insurance policies provided by SOIL CONTRACTOR shall include PURCHASER Group and Management Contractor as Additional Insureds: employer’s liability, commercial
automobile liability, aircraft liability, marine hull and machinery, charterer’s liability, asbestos liability, protection and indemnity, commercial general liability and pollution liability insurance. 

  

	 	(5)	All policies of insurance provided by SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor pursuant to this Soil Contract shall include clauses providing that each underwriter
shall waive its rights of recovery, under subrogation or otherwise, against all members of the PURCHASER Group and Management Contractor. 

  

	 	(6)	The insurance policies of SOIL CONTRACTOR and any Subcontractor or Sub-subcontractor shall state that such coverage is primary and non-contributory to any other insurance or
self-insurance available to or provided by the PURCHASER Group. 

  

 -14- 

	 	(7)	All policies (other than in respect to worker’s compensation insurance) shall insure the interests of the PURCHASER Group regardless of any breach or violation by SOIL
CONTRACTOR or any other party of warranties, declarations or conditions contained in such policies, any action or inaction of PURCHASER Group or others, or any foreclosure relating to the Project or any change in ownership of all or any portion of
the Project. 

  

	 	(8)	At the request of PURCHASER, SOIL CONTRACTOR shall promptly provide PURCHASER with certified copies of each of the insurance policies maintained by SOIL CONTRACTOR, or if the
policies have not yet been received by SOIL CONTRACTOR, then with binders of insurance, duly executed by the insurance agent, broker or underwriter fully describing the insurance coverages effect. 

  

	 	(9)	All insurance policies shall include coverage for jurisdiction within the United States of America or other applicable jurisdiction. 

  

	 	(10)	SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors shall do nothing to void or make voidable any of the insurance policies purchased and maintained by PURCHASER or SOIL
CONTRACTOR or any Subcontractors or Sub-subcontractors hereunder. SOIL CONTRACTOR shall promptly give PURCHASER and Lender notice in writing of the occurrence of any casualty, claim, event, circumstance, or occurrence that may give rise to a claim
under an insurance policy hereunder and arising out of or relating to the performance of the Work. In addition, SOIL CONTRACTOR shall ensure that PURCHASER is kept fully informed of any subsequent action and developments concerning the same, and
assist in the investigation of any such casualty, claim, event, circumstance or occurrence. 

  

	 	(11)	SOIL CONTRACTOR’s certificate of insurance form, completed by SOIL CONTRACTOR’s insurance agent, broker or underwriter, shall reflect all of the insurance required by SOIL
CONTRACTOR, the recognition of additional insured status, waivers of subrogation, and primary/non-contributory insurance requirements contained in this Soil Contract. 

  

	 	(12)	Prior to the commencement of any Work, SOIL CONTRACTOR shall deliver to PURCHASER certificates of insurance reflecting all of the insurance required of SOIL CONTRACTOR under this
Soil Contract. All certificates of insurance and associated notices and correspondence concerning such insurance shall be addressed to the contact information listed in the Soil Contract. 

  

	 	(13)	 Policy Cancellation and Change: All policies of insurance required to be maintained pursuant to this Soil Contract shall be endorsed so that if at any time they are
canceled, or their coverage is reduced (by any party including the insured) so as to affect the interests of PURCHASER Group, such cancellation or 

  

 -15- 

	 	 
reduction shall not be effective as to PURCHASER Group for sixty (60) Days after receipt by PURCHASER Group of written notice from such insurer of such
cancellation or reduction. 

  

	 	(14)	Reports: SOIL CONTRACTOR will advise PURCHASER in writing promptly of (1) any material changes in the coverage or limits provided under any policy required by this Soil
Contract and (2) any default in the payment of any premium and of any other act or omission on the part of SOIL CONTRACTOR which may invalidate or render unenforceable, in whole or in part, any insurance being maintained by SOIL CONTRACTOR
pursuant to this Soil Contract. 

  

	 	(15)	Lender Requirements: SOIL CONTRACTOR agrees to cooperate with PURCHASER and as to any changes in or additions to the foregoing insurance provisions made necessary by requirements
imposed by Lender (including additional insured status, notice of cancellation, certificates of insurance). 

  

	 	(16)	SOIL CONTRACTOR shall provide evidence, reasonably satisfactory to PURCHASER, evidencing insurance to cover the risk of loss for materials and Goods while in SOIL CONTRACTOR’s
facilities or in transit. 

  

	 	(17)	SOIL CONTRACTOR shall ensure that each Subcontractor and Sub-subcontractor shall either be covered by the insurance provided by SOIL CONTRACTOR pursuant to this Soil Contract, or by
insurance procured by a Subcontractor or Sub-subcontractor. Should a Subcontractor or Sub-subcontractor be responsible for procuring its own insurance coverage, SOIL CONTRACTOR shall ensure that each such Subcontractor or Sub-subcontractor shall
procure and maintain insurance to the full extent required of SOIL CONTRACTOR under this Soil Contract and shall be required to comply with all of the requirements imposed on SOIL CONTRACTOR with respect to such SOIL CONTRACTOR-provided insurance on
the same terms as SOIL CONTRACTOR, except that SOIL CONTRACTOR shall have the sole responsibility for determining the limits of coverage required to be obtained by such Subcontractors or Sub-subcontractors in accordance with reasonably prudent
business practices. All such insurance shall be provided for at the sole cost of SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors. Failure of Subcontractors or Sub-subcontractors to procure and maintain such insurance coverage shall not
relieve SOIL CONTRACTOR of its responsibilities under the Soil Contract. 

  

	2.5	PURCHASER Furnished Insurance: 

 PURCHASER
shall provide the following insurances: 
  

	 	(1)	Builder’s Risk Insurance: Property damage insurance on an “all risk” basis insuring SOIL CONTRACTOR, PURCHASER and Lender, as their interests may appear, including
coverage against loss or damage from the perils of startup and testing. 

  

 -16- 

	 	(a)	Sum Insured: The insurance policy shall, subject to form exclusions, (i) be on a completed value form, with no periodic reporting requirements, (ii) insure one hundred
percent (100%) of the Phase 2 Facility’s insurable values, except that for property loss and damage caused by flood and windstorm, such policy shall have a sub-limit not less than US $400,000,000 for the Facility, and for property loss and
damage caused by strikes, riots and civil commotion, such policy shall have a sub-limit not less than US $100,000,000 for the Facility, and (iii) value losses at replacement cost, without deduction for physical depreciation or obsolesce
including custom duties, Taxes and fees. 

  

			
	 Category of Builders Risk
	  	 Deductible

		
	 (i.)    Windstorm & Flood
	  	2% of values at risk at time of loss subject to a minimum of US$ 1,000,000 each and every loss and a maximum of US $5,000,000 each and every loss
		
	 (ii.)  Other natural perils
	  	US$ 500,000 each and every loss
		
	 (iii.) Loss or damage to Wet Works (defined as works in on or over river or tidal waters)
	  	US$ 1,000,000 each and every loss
		
	 (iv.) Loss of or damage arising from commissioning/testing and tank fill and LEG 3/96
	  	US$ 500,000 each and every loss
		
	 (v.)   All other losses
	  	US$ 100,000 each and every loss

  

	2.6	Notifications: 

 In accordance with the submittal
requirements outlined above, SOIL CONTRACTOR shall deliver the original and two (2) copies of the certificate(s) of insurance or individual insurance policies required by this clause and all subsequent notices of cancellation, termination and
alteration of such policies to: 
  

			
	 PURCHASER:
	  	Sabine Pass LNG, L.P.
		
	 Address:
	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002

		
	 Attention:
	  	Ed Lehotsky
		
	 Telephone:
	  	713-265-0206
		
	 Facsimile:
	  	713-659-5459

  

 -17- 

			
	 With copy to:
	  	Sabine Pass LNG, L.P.
		
	 Address:
	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002

		
	 Attention:
	  	David Mitchell
		
	 Telephone:
	  	832-204-2293
		
	 Facsimile:
	  	713-659-5459

 SC-3 DRAWINGS AND SPECIFICATIONS 
  

	3.1	PURCHASER will furnish design criteria specifications and prints of engineering design criteria drawings for each part of the Work under this Soil Contract. Such drawings will give
information required for the preparation of detail design and/or shop detail drawings by SOIL CONTRACTOR. 

  

	3.2	SOIL CONTRACTOR shall, immediately upon receipt thereof, check all specifications and drawings furnished and shall promptly notify PURCHASER of any omissions or discrepancies in
such specifications or drawings. 

  

	3.3	SOIL CONTRACTOR shall perform the Work only in accordance with “Issued for Construction” (IFC) drawings and any subsequent revisions thereto submitted by SOIL CONTRACTOR
and reviewed by PURCHASER in accordance with the Special Condition 7, titled SOIL CONTRACTOR-FURNISHED DRAWINGS, DATA AND SAMPLES. 

  

	3.4	Two (2) copies of such specifications and one (1) full size reproducible copy and three (3) full size prints of such drawings will be furnished to SOIL CONTRACTOR
without charge. Any additional copies of such specifications and drawings will, upon SOIL CONTRACTOR’s request, be furnished to SOIL CONTRACTOR at actual cost. 

 SC-4 PURCHASER-FURNISHED UTILITIES AND FACILITIES 
  

	4.1	Utilities 

 The utilities listed below will be furnished by
PURCHASER without cost to SOIL CONTRACTOR, provided that all such utilities will be furnished at outlets existing on the Phase 2 Site and SOIL CONTRACTOR shall, at its expense, extend such utilities from said outlets to points of use and at
completion of all the Work remove all materials and equipment used for such extensions. 
  

	 	(1)	telephone line cabling with drop at pole; and 

  

 -18- 

	 	(2)	electrical power: for office and at lay down area. 

  

	4.2	Access, storage, and other areas (Refer to Exhibit “B” Appendix B-4). 

 The access, storage, parking, office areas and other items listed below will be furnished by PURCHASER. Such areas may be used by SOIL CONTRACTOR without charge, provided that any such use will be subject to written
approval of PURCHASER, and provided further that Bechtel agrees to SOIL CONTRACTOR’s use of such areas and that any such use does not hinder or interfere with any operations or construction activity or work being performed at the Phase 1 Site
or on the Phase 1 Project. 
  

	 	(1)	construction dock, including offloading dock crane, with crane operator; 

  

	 	(2)	access roads in accordance with Exhibit “D”; 

  

	 	(3)	construction storage laydown area; 

  

	 	(4)	parking lot; and 

  

	 	(5)	office trailer area. 

 SC-5 PURCHASER-FURNISHED MATERIALS AND EQUIPMENT

  

	5.1	PURCHASER will furnish to SOIL CONTRACTOR, at PURCHASER’s designated warehouse or Phase 2 Site storage area, the items listed below to be incorporated into or used in
performance of the Work under this Soil Contract. Such items will be furnished, without cost to SOIL CONTRACTOR, provided that SOIL CONTRACTOR shall, at its expense, accept delivery thereof, load, unload, transport to points of use, and care for
such items until final disposition thereof. At time of acceptance of any such item from PURCHASER, SOIL CONTRACTOR shall sign a receipt therefore. Signing of such receipt without reservation therein shall preclude any subsequent claim by SOIL
CONTRACTOR that any such items were received from PURCHASER in a damaged condition or with shortages. If at any time after acceptance of any such item from PURCHASER any such item is damaged, lost, stolen or destroyed, such item shall be repaired or
replaced at the expense of SOIL CONTRACTOR. Items required to be replaced may, at its option, be furnished by PURCHASER. Upon completion of all the Work under this Soil Contract, SOIL CONTRACTOR shall, at its expense, return all surplus and unused
items to PURCHASER’s designated warehouse or Phase 2 Site storage area. 

  

	5.2	PURCHASER will exert every reasonable effort to make delivery of such materials and equipment so as to avoid delay in the progress of the Work. However, should PURCHASER, for any
reason, fail to make delivery of any such item and a delay results, SOIL CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES. SOIL CONTRACTOR shall take all appropriate action to mitigate the
consequences of such delay. 

  

 -19- 

	5.3	Materials to be furnished by PURCHASER: 

 As Stated In Exhibit
“D.” 
 SC-6 PURCHASER PERMITS 
  

	6.1	General Condition 8, titled PERMITS, notwithstanding, PURCHASER will without cost to SOIL CONTRACTOR, obtain or furnish the PURCHASER Permits; however, SOIL CONTRACTOR shall, as
necessary, provide PURCHASER with assistance in obtaining such Permits. SOIL CONTRACTOR shall otherwise act in accordance with General Condition 8, titled PERMITS. All such PURCHASER Permits are available for examination at the office of PURCHASER
during regular business hours. 

 SC-7 SOIL CONTRACTOR-FURNISHED DRAWINGS, SPECIFICATIONS, DATA AND SAMPLES 
  

	7.1	Review and permission to proceed by PURCHASER as stated in this Special Condition 7, titled SOIL CONTRACTOR-FURNISHED DRAWINGS, SPECIFICATIONS, DATA AND SAMPLES, does not constitute
acceptance or approval of the materials and documents developed or selected by SOIL CONTRACTOR and any approval by PURCHASER shall only constitute permission to proceed and shall not relieve SOIL CONTRACTOR from its obligations under the Soil
Contract nor shall such approval create any PURCHASER responsibility for the accuracy of such materials and documents. The drawings and specifications shall be based on the requirements of this Soil Contract, including the Scope of Work, drawings,
specifications, applicable codes and standards and Applicable Law, and all drawings and specifications shall be signed and stamped, as required, by design professionals licensed in accordance with Applicable Law. 

  

	7.2	Those drawings and record drawings specified in this Soil Contract and prepared by SOIL CONTRACTOR or Subcontractor or Sub-subcontractor under this Soil Contract shall be prepared
using computer aided design (“CAD”). SOIL CONTRACTOR shall provide drawings, including record drawings, in their native formats as set forth in Exhibit “D.” 

  

	7.3	In accordance with the General Condition 41, titled RIGHT TO WORK PRODUCT, PURCHASER shall have the right to use all materials and documents developed by SOIL CONTRACTOR without any
obligation of any kind to SOIL CONTRACTOR or its Subcontractors, Sub-subcontractors or licensor(s) for any purpose with respect to the Facility. 

  

	7.4	SOIL CONTRACTOR’s design, drawings, specifications, samples, certificates and data shall be submitted as set forth below or in accordance with the Soil Contract “Drawings
and Data Requirements” form(s) described in Exhibit “D.” 

  

	 	(1)	Drawing Submittals 

  

	 	(a)	 All drawings shall be submitted by and at the expense of SOIL CONTRACTOR before each design phase, fabrication, installation or further work performance is
commenced, allowing at least thirty (30) 

  

 -20- 

	 	 
Days for review by PURCHASER unless otherwise shown on the Soil Contract Schedule. 

  

	 	(b)	All drawings submitted by SOIL CONTRACTOR shall be certified by SOIL CONTRACTOR to be correct, shall show that they are for the Phase 2 Project, and shall be furnished in accordance
with the Soil Contract Drawings and Data Requirements form(s). PURCHASER will conduct a review of SOIL CONTRACTOR’s drawings and a reproducible drawing marked with one of the following codes will be returned to SOIL CONTRACTOR within the thirty
(30) Day period outlined above. 

  

			
	 Code
	  	 Notation.

	 1
	  	Work may proceed.
		
	 2
	  	Revise and Resubmit. Work may proceed subject to resolution of indicated comments.
		
	 3
	  	Revise and Resubmit. Work may not proceed.
		
	 4
	  	Review not required. Work may proceed.

  

	 	(c)	Although Work may proceed on receipt of a drawing with a Code 2 notation, SOIL CONTRACTOR must resolve the comments indicated, resubmit and obtain a Code 1 notation before release
for further design development, equipment or material shipment, installation, or completion of the affected Work. 

  

	 	(d)	Drawings returned marked code 2 or 3 shall be resubmitted not later than fifteen (15) Days after transmittal by PURCHASER. 

  

	 	(e)	If PURCHASER does not issue any comments, proposed changes or written disapprovals within the applicable time period noted above, SOIL CONTRACTOR may proceed with the development of
such drawings and any construction relating thereto, but PURCHASER’s lack of comments or disapproval, if applicable, shall in no event constitute an approval of the matters received by PURCHASER. 

  

	 	(2)	Design, Drawings and Specifications 

  

	 	(a)	SOIL CONTRACTOR shall prepare its design, drawings, and specifications using the technical documents of Exhibit “D” as a basis. Construction will not commence until the
submittal and approval process under this SC-7.4 has occurred. 

  

 -21- 

	 	(b)	SOIL CONTRACTOR shall complete its design in phases as indicated in the Soil Contract Schedule submitted in accordance with Special Condition 9, titled SOIL CONTRACT SCHEDULE. The
information submitted for each phase of the design must contain sufficient detail on the other phases to permit comprehensive review of the proposed design. 

  

	 	(c)	When required by PURCHASER, SOIL CONTRACTOR shall, without charge, provide qualified technical personnel to participate in on-site design reviews. 

  

	 	(d)	Subject to this SC-7.4, PURCHASER will review the design as it is completed and shall transmit comments to SOIL CONTRACTOR. SOIL CONTRACTOR shall promptly resolve these comments and
resubmit the documents. On resubmittal, SOIL CONTRACTOR shall direct specific attention, in writing, to revisions other than those proposed by PURCHASER on the previous submittal. 

  

	 	(e)	When the drawings and specifications have been satisfactorily completed, SOIL CONTRACTOR shall carry out fabrication, manufacture or construction in accordance therewith and shall
make no further changes therein except upon review by and written approval from PURCHASER. 

  

	 	(f)	Design drawings shall be submitted as specified in SC-7.4 (1) above. 

  

	 	(3)	Construction Drawings 

  

	 	(a)	SOIL CONTRACTOR shall prepare complete construction drawings necessary to execute the Work and shall be fully responsible for the coordination of all elements of the detail design
such as civil, architectural, structural, electrical, and mechanical, etc., so that full details are shown on its construction drawings to permit SOIL CONTRACTOR to order its equipment and materials and for its field forces to construct the
facilities covered in the Soil Contract. SOIL CONTRACTOR shall also provide design calculations when requested. 

  

	 	(b)	For the purpose of this clause, construction drawings shall include those prepared for the construction of permanent facilities as well as temporary structures such as temporary
bulkheads, excavation support, ground water control systems, and for such other temporary work as may be required for construction. 

  

	 	(c)	Construction drawings shall be submitted as specified in SC-7.4 (1) above. 

  

	 	(4)	Shop Drawings 

  

	 	(a)	 Shop drawings shall be complete and detailed. For the purpose of this clause, shop drawings shall include but not be limited to detail design; detail, fabrication,
assembly, erection and setting drawings; schedule 

  

 -22- 

	 	 
drawings; manufacturer’s scale drawings; wiring and control diagrams; cuts or entire catalogs, pamphlets, and descriptive literature; and performance
and test data. 

  

	 	(b)	Shop drawings shall be checked and coordinated by SOIL CONTRACTOR with the work of all disciplines involved before they are submitted to PURCHASER, and SOIL CONTRACTOR’s
approval seal shall provide evidence of such checking and coordination. 

  

	 	(c)	Drawings of a specific piece of equipment shall identify components with the manufacturer’s part number or reference drawing number clearly indicated. If reference drawing
numbers are used, the review data of such drawings shall be included. Drawings shall indicate design dimensions, maximum and minimum allowable operating tolerances on all major wear fits, i.e., rotating, reciprocating or intermittent sliding fits
between shafts or stems and seals, guides and pivot pins. The sequence of submission of all drawings shall be such that all information is available for reviewing each drawing when it is received. 

  

	 	(d)	Shop drawings shall be submitted as specified in SC-7.4(1) above. 

  

	 	(5)	Samples 

  

	 	(a)	Where samples are required, they shall be submitted by and at the expense of SOIL CONTRACTOR. Such submittals shall be made not less than thirty (30) Days prior to the time
that the materials represented by such samples are needed for incorporation into the Work. Samples shall be subject to review and materials represented by such samples shall not be manufactured, delivered to the Phase 2 Site or incorporated into the
Work without such review. 

  

	 	(b)	Each sample shall bear a label identifying this Soil Contract and showing SOIL CONTRACTOR’s name, Phase 2 Project name, name of the item, manufacturer’s name, brand name,
model number, supplier’s name, and reference to the appropriate drawing number, technical specification section and paragraph number, all as applicable. 

  

	 	(c)	Samples that have been reviewed, may, at PURCHASER’s option, be returned to SOIL CONTRACTOR for incorporation into the Work. 

  

	 	(6)	Certificates and Data 

  

	 	(a)	 Where certificates are required, four (4) copies of each such certificate shall be submitted by and at the expense of SOIL CONTRACTOR. Such submittal shall be
made not less than thirty (30) Days prior to the time that the materials represented by such certificates are needed for incorporation into the Work. Certificates shall be subject to review and material 

  

 -23- 

	 	 
represented by such certificates shall not be fabricated, delivered to the Phase 2 Site or incorporated into the Work without such review.

  

	 	(b)	Certificates shall clearly identify the material being certified and shall include but not be limited to providing the following information: SOIL CONTRACTOR’s name, Phase 2
Project name, reference to this Soil Contract, name of the item, manufacturer’s name, and reference to the appropriate drawing, technical specification section and paragraph number, all as applicable. 

  

	 	(c)	All other data shall be submitted as required by the Soil Contract Documents. 

  

	 	(7)	As-Built Drawings and Specifications 

  

	 	(a)	Drawings: 

  

	 	(a.1) 	Progress As-Builts. During construction, SOIL CONTRACTOR shall keep a marked-up-to-date set of as-built blueline drawings on the Phase 2 Site as an accurate record of all deviations
between Work as shown and Work as installed. These drawings shall be available to PURCHASER and Management Contractor for inspection at any time during regular business hours. 

  

	 	(a.2) 	Final As-Builts. SOIL CONTRACTOR shall at its expense and not later than thirty (30) Days after Tank S-105 Substantial Completion or Substantial Completion BOP, whichever is
later, furnish to PURCHASER a complete set of marked-up as-built reproducible drawings with “AS-BUILT” clearly printed on each sheet. SOIL CONTRACTOR shall accurately and neatly transfer all deviations from progress as-builts to final
as-builts. As-built drawings shall be provided where specified and as required to reflect as-built conditions. 

  

	 	(b)	Specifications: 

  

	 	(b.1) 	Progress As-Builts. During construction, SOIL CONTRACTOR shall keep a marked-up-to-date set of as-built specifications on the Phase 2 Site annotated to clearly indicate all
substitutions that are incorporated into the Work. Where selection of more than one product is specified, annotation shall show which product was installed. These specifications shall be available to PURCHASER and Management Contractor for
inspection at any time during regular business hours. 

  

	 	(b.2) 	 Final As-Builts. SOIL CONTRACTOR shall at its expense and not later than thirty (30) Days after Tank S-105 Substantial Completion or Substantial Completion
BOP, whichever is later, 

  

 -24- 

	 	 
furnish to PURCHASER a complete set of marked-up as-built specifications with “AS-BUILT” clearly printed on the cover. SOIL CONTRACTOR shall
accurately and neatly transfer all annotations from progress as-builts to final as-builts. 

  

	 	(c)	Endorsement: 

 SOIL CONTRACTOR shall sign each final
as-built drawing and the cover of the as-built specifications and shall note thereon that the recording of deviations and annotations is complete and accurate. 
 SC-8 SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK 
  

	8.1	The Work shall be performed on a turnkey basis and shall include all of the Work required to achieve Tank S-104 Substantial Completion, Tank S-105 Substantial Completion,
Substantial Completion BOP and Final Completion in accordance with the requirements of this Soil Contract. SOIL CONTRACTOR shall perform the Work in accordance with GECP, Applicable Law, applicable codes and standards, and all other terms and
provisions of this Soil Contract. It is understood and agreed that the Work shall include any incidental work that can reasonably be inferred as necessary in accordance with GECP, Applicable Law, applicable codes and standards, and all other terms
and provisions of this Soil Contract, excluding only those items which PURCHASER has specifically agreed to provide under the terms of this Soil Contract. Without limiting the generality of the foregoing, the Work is more specifically described
below and in Exhibit “D.” 

  

	8.2	SOIL CONTRACTOR shall not commence performance of the Work (other than any Work under a LNTP) until PURCHASER issues the full Notice to Proceed (NTP) authorizing the same pursuant
to the terms and conditions of this Soil Contract. Upon SOIL CONTRACTOR’s receipt of the NTP, SOIL CONTRACTOR shall promptly commence with the performance of the Work. 

  

	8.3	SOIL CONTRACTOR shall complete the Work under the Soil Contract to meet the following Soil Contract Milestone Dates: 

  

			
	 Soil Contract Milestone
	  	 Soil Contract Milestone Date

		
	 Tank S-104 Substantial Completion
	  	February 15, 2009
		
	 Tank S-105 Substantial Completion
	  	April 30, 2009
		
	 Final Completion
	  	June 30, 2009

  

 -25- 

	8.4	The Soil Contract Milestone Dates are dependent upon SOIL CONTRACTOR being released to begin closing the Phase 2 Tank containment dikes no later than September 1, 2008. If
PURCHASER does not release SOIL CONTRACTOR to begin this Work by such date, SOIL CONTRACTOR shall be entitled to seek relief pursuant to General Condition 32, titled CHANGES. 

  

	8.5	PURCHASER shall not issue an NTP until PURCHASER has furnished to SOIL CONTRACTOR reasonable documentation that demonstrates that PURCHASER (i) has sufficient funds to fulfill
its payment obligations under this Soil Contract, or (ii) has obtained financing from one or more Lenders to fulfill its payment obligations hereunder, and provided evidence of the execution of the credit agreement with respect to such
financing. 

  

	8.6	SOIL CONTRACTOR shall give PURCHASER full information in advance as to its plans for performing each part of the Work. If at any time, SOIL CONTRACTOR’s actual progress is
inadequate to meet the requirements of this Soil Contract, PURCHASER may notify SOIL CONTRACTOR to provide a plan necessary to improve its progress. If, within a reasonable period as determined by PURCHASER, SOIL CONTRACTOR does not improve
performance to meet the Soil Contract Milestone Dates set forth above, PURCHASER may require an increase in SOIL CONTRACTOR’s labor force, the number of shifts, overtime operations, additional days of work per week, expedited shipment(s) of
equipment and materials, and an increase in the amount of construction plant and equipment, all without additional cost to PURCHASER. Neither such notice nor PURCHASER’s failure to issue such notice shall relieve SOIL CONTRACTOR of its
obligation to achieve the quality of work and rate of progress required by this Soil Contract. 

  

	8.7	Noncompliance with PURCHASER’s instructions shall be grounds for PURCHASER’s determination that SOIL CONTRACTOR is not prosecuting the Work with such diligence as will
assure completion within the times specified. Upon such determination, PURCHASER may terminate this Soil Contract pursuant to General Condition 45, titled TERMINATION FOR DEFAULT. 

  

	8.8	Prior to issuing a NTP, PURCHASER may authorize SOIL CONTRACTOR to perform a portion of the Work under a limited notice to proceed (“LNTP”). The Parties shall agree upon
the scope of Work to be performed under the LNTP. Any amounts paid under the LNTP for performance of any portion of the Work shall be based on Unit Prices as set forth in Special Condition 14, titled MEASUREMENT FOR PAYMENT.

 SC-9 SOIL CONTRACT SCHEDULE 
  

	9.1	 Within sixty (60) Days after Notice to Proceed, SOIL CONTRACTOR shall submit to PURCHASER for its written approval a Level III Schedule, which once approved by
PURCHASER shall be the “Soil Contract Schedule.” The schedule shall consist of a precedence network diagram using the critical path method (CPM) to show each individual essential activity in sequence to meet the Soil Contract Milestone
Dates. The diagram shall show durations and dependencies including off-Site activities such as 

  

 -26- 

	 	 
design, fabrication of equipment, procurement, delivery of materials, and items to be furnished by PURCHASER. It shall show total float and free-float times.
Float shall not be considered to be for the exclusive benefit of either PURCHASER or SOIL CONTRACTOR. Extensions of time for performance required under other Soil Contract clauses shall be made only to the extent that equitable time adjustments for
affected activities exceed the total float available along their paths. 

  

	9.2	SOIL CONTRACTOR shall utilize Primavera software to produce schedules and shall adhere to the work breakdown structure, activity code structure and calendars utilized by PURCHASER.

  

	9.3	The activity listing shall show the following information for each activity on the diagram: Identification by node number; Description of the task or event; Duration; Personnel by
craft; Equipment; earliest start and finish dates and latest start and finish dates. 

  

	9.4	In addition SOIL CONTRACTOR shall submit a complementary and detailed narrative description of its plan for performing the Work. The narrative description shall detail the equipment
and personnel requirements by craft to complete a resource loaded schedule. 

  

	9.5	SOIL CONTRACTOR shall promptly inform PURCHASER of any proposed change in the Soil Contract Schedule and narrative and shall furnish PURCHASER with a revised Soil Contract Schedule
and narrative within ten (10) Days after approval by PURCHASER of such change. The Soil Contract Schedule and narrative shall be kept up to date, taking into account the actual Work progress and shall be revised, if necessary, every thirty
(30) Days. The revised Soil Contract Schedule and narrative shall, as determined by PURCHASER, be sufficient to meet the requirements for completion of any separable part and all of the Work as set forth in this Soil Contract.

  

	9.6	During the performance of the Work, SOIL CONTRACTOR shall submit to PURCHASER periodic reports on the actual progress. Such progress reports shall include the following:

  

					
	 1.
	 	 Monthly
	  	A copy of the Soil Contract Schedule showing actual progress to date for the major parts of the Work, as compared to planned progress;
			
	 2.
	 	 Monthly
	  	SOIL CONTRACTOR will submit a summary of actual hours expended performing the Work. Jobhours will be categorized by non-manual and manual and will be utilized to publish safety statistics.
Manual are craft labor including foremen (e.g. pipe fitters, welders, electricians, laborers, carpenters, ironworkers) whereas non-manual are non-craft labor (e.g. field engineers, superintendents, safety representatives,
accountants);
			
	 3.
	 	 Monthly
	  	A jobhour comparison by craft of actual versus planned staffing;
			
	 4.
	 	 Weekly
	  	A three-week look-ahead personnel forecast by craft. Variation from approved schedules and plans shall be noted and rationalized;

  

 -27- 

					
	 5.
	 	 Weekly
	  	A rolling four-week schedule showing one week actual progress and a three-week look-ahead forecast. Variation from approved schedules and plans shall be noted and
rationalized;
			
	 6.
	 	 Weekly
	  	A weekly report of quantities installed versus total quantities on items of the Work selected by PURCHASER;
			
	 7.
	 	 Weekly
	  	A weekly report of labor productivity comparing actual versus planned jobhours on items of the Work selected by PURCHASER. Variation from approved schedules and plans shall be noted and
rationalized; and
			
	 8.
	 	 Daily
	  	A daily force report listing all personnel by craft and work assignment; and equipment utilized in the Work.

  

	9.7	Schedules and reports shall be furnished in hardcopy and/or native electronic files as specified by PURCHASER. 

 SC-10 TEMPORARY ACCESS AND HAUL ROADS 
  

	10.1	SOIL CONTRACTOR shall, at its expense, construct and maintain temporary access and haul roads, except as provided in Special Condition 4, titled PURCHASER-FURNISHED UTILITIES AND
FACILITIES, as may be necessary for the proper performance of this Soil Contract. SOIL CONTRACTOR shall submit a layout of all proposed roads prior to road construction. The layout shall show widths of roads, direction of traffic, curves, grades and
related information in sufficient detail for review by PURCHASER. Roads constructed on PURCHASER’s land or rights-of-way shall be subject to PURCHASER’s approval. 

  

	10.2	ACCESS TO PHASE 2 SITE 

  

	 	(1)	 SOIL CONTRACTOR shall coordinate its Work on and access to and from the Phase 2 Site to ensure that SOIL CONTRACTOR does not interfere with the construction or
operation of the Phase 1 Facility, the remainder of the Phase 2 Facility, or any of PURCHASER’s other contractors at the Phase 1 and Phase Facilities. SOIL CONTRACTOR agrees to coordinate the performance of the Work with PURCHASER’s other
contractors or subcontractors performing work at the Phase 2 Site so as not to materially interfere with any of PURCHASER’S other contractors or subcontractors performing work at the Phase 2 Site. SOIL CONTRACTOR shall not access any portion of
the Site, the Phase 1 Site or portions of the Phase 2 Site not necessary for its Work, without express written permission from PURCHASER, if such access would interfere with or hinder the construction or operation of the Phase 1 Facility or the
remainder of the Phase 2 Facility. During the performance of the Work or SOIL CONTRACTOR’s other obligations under this Soil Contract, if an unforeseen situation arises that could potentially interfere with the construction or operation of the
Phase 1 Facility, SOIL CONTRACTOR shall provide to PURCHASER, as soon as possible but no later than seven (7) Days prior to the time that SOIL CONTRACTOR intends to perform such Work, a written plan listing the potentially interfering Work and

  

 -28- 

	 	 
proposing in detail how such Work will be performed to avoid interference with the construction or operation of the Phase 1 Facility. Prior to performing
such Work, PURCHASER and SOIL CONTRACTOR shall mutually agree upon a plan, including an applicable schedule for performance, for SOIL CONTRACTOR to execute such Work. If the unforeseen situation was not caused by SOIL CONTRACTOR and was not an item
for which SOIL CONTRACTOR assumed responsibility, and SOIL CONTRACTOR’s compliance with this SC-10.2(1) causes a change in the Work affecting the cost or the Soil Contract Schedule, SOIL CONTRACTOR shall be entitled to seek relief in accordance
with General Condition 32, titled CHANGES. 

 SC-11 SAFETY, HEALTH AND SECURITY REQUIREMENTS 
  

	11.1	In the development and implementation of its Safety and Health Plan (S&H Plan) and performance of the Work, SOIL CONTRACTOR shall conform and comply with safety and health
standards issued by PURCHASER or Management Contractor, which shall be substantially similar to those for the Phase 1 Project, and with any subsequent safety and health standards issued by PURCHASER or Management Contractor, including any such
standards issued in Operating Plant Procedures. 

  

	11.2	SOIL CONTRACTOR shall not, without prior written approval of PURCHASER, subcontract with any entity whose safety ratings for the previous year exceed the following:

  

			
	 Interstate EMR:
	  	1.0
	 State EMR:
	  	1.0
	 LWDC:
	  	2.5
	 OSHA Recordable:
	  	3.5

  

	11.3	In performance of the Work under this Soil Contract, SOIL CONTRACTOR shall comply with the Security Plan prepared and implemented for the Phase 1 Project, with modifications as
necessary made for the Phase 2 Project. The modified plan shall include: 

  

	 	(1)	Controlled access to office, warehouse, material and equipment sites. 

  

	 	(2)	Physical security of office, warehouse, material and equipment sites, to include periodic security checks of all work areas assigned to SOIL CONTRACTOR. 

  

	 	(3)	Control of material and equipment packaging, transportation, and delivery to the Phase 2 Site. 

  

 -29- 

	 	(4)	Accountability procedures for storage, requisition and issue of material and equipment. 

  

	 	(5)	Personnel security to include, but not limited to, compliance with Project work rules (access, badging, prohibited activities and items, etc.). 

  

	 	(6)	Communications security to include, but not limited to, use of radios, radio finders, beacons, etc. 

  

	 	(7)	Compliance with the Project emergency response plan, submitted to FERC, to include, but not limited to, emergency notification lists, personnel accountability procedures, etc. The
project emergency response plan may be updated or supplemented after the Effective Date from time to time, including when PURCHASER issues Operating Plant Procedures, and SOIL CONTRACTOR agrees to comply with any such updates and supplements. If
SOIL CONTRACTOR’s compliance with any such updates causes a change in the Work affecting the cost or the Soil Contract Schedule, SOIL CONTRACTOR shall be entitled to seek relief in accordance with General Condition 32, titled CHANGES.

  

	 	(8)	Compliance with all Phase 1 and Phase 2 Project security programs and the coordination measures, with PURCHASER and others on the Phase 2 Site, established for that purpose.

  

	 	(9)	Prompt reporting of incidents of loss, theft or vandalism to PURCHASER, subsequently detailed and provided in writing. 

 SOIL CONTRACTOR’s Security Plan shall be added as an appendix to its S&H Plan. 
 SC-12 EXPLOSIVES 
  

	12.1	Explosives shall be transported to the Phase 2 Site only when required to perform the Work under this Soil Contract and with prior notice to and written approval of PURCHASER. SOIL
CONTRACTOR shall be responsible for properly purchasing, transporting, storing, safeguarding, handling and using explosives required to perform the Work. SOIL CONTRACTOR shall employ competent and qualified personnel for the use of explosives and,
notwithstanding any other provision in the Soil Contract to the contrary, shall assume full responsibilities for the cost of any incidental or consequential damages caused by the improper use of explosives. Residual surplus explosives shall be
promptly removed from the Phase 2 Site and properly disposed of by SOIL CONTRACTOR. 

 SC-13 LETTER OF CREDIT 
  

	13.1	 At SOIL CONTRACTOR’s receipt of Notice to Proceed, SOIL CONTRACTOR shall furnish an irrevocable standby letter of credit, in the amount Two Million Eight
Hundred Fifty Thousand US Dollars (US$2,850,000), naming PURCHASER as a beneficiary (“Letter of Credit”), substantially in the form attached hereto as Exhibit “B,” Appendix 

  

 -30- 

	 	 
B-6. PURCHASER shall reimburse SOIL CONTRACTOR for the actual net cost of the Letter of Credit, without any markup for profit, overhead or otherwise.

  

	13.2	The Letter of Credit must be issued by a bank acceptable to PURCHASER, and such Letter of Credit shall remain in effect until PURCHASER issues a Final Completion Certificate. If the
estimated cost of the Work performed by SOIL CONTRACTOR increases by more than ten percent (10%) of the estimate set forth in Exhibit C, and upon a written request from PURCHASER, SOIL CONTRACTOR agrees to increase the amount of the Letter of
Credit to ten percent (10%) of the new estimated cost of the Work. The actual, net cost of such increase in the value of the Letter of Credit shall be reimbursed by PURCHASER. 

 SC-14 MEASUREMENT FOR PAYMENT 
  

	14.1	Payment to SOIL CONTRACTOR shall be measured on the basis of unit prices. To establish a basis for payment, Exhibit “C,” Forms A-1, A-2, A-3 and A-4 set forth the unit
prices (“Unit Prices”) for the various categories of Work to be performed by SOIL CONTRACTOR and for certain additional labor and equipment that may be required to perform the Work. The Unit Prices include all costs and charges for
performance of the Work on a unit basis, including those costs and charges for labor, supervision, materials, supplies, equipment, transportation, tools, taxes, services, overhead and profit. SOIL CONTRACTOR shall not be entitled to any percentage
fee or markup, for overhead, profit or otherwise, on the Unit Prices. Furthermore, SOIL CONTRACTOR agrees that quantities of Work on the Phase 2 Project are subject to variation and that the Unit Prices are not based on any expected or maximum or
minimum quantities of Work on the Phase 2 Project. SOIL CONTRACTOR shall not be entitled to any adjustment of the Unit Prices based on any claim or assertion that the actual quantities of Work were greater or less than those expected by SOIL
CONTRACTOR or the Parties. 

  

	14.2	For the purposes of making funds available for payment under this Soil Contract, SOIL CONTRACTOR shall provide estimates of anticipated quantities of Work, broken down by the
categories of the Unit Prices, as reasonably requested by Management Contractor and as required in Exhibit “E.” 

  

	14.3	By the second (2nd) Day of each calendar month, SOIL CONTRACTOR shall submit to PURCHASER a written statement (“Monthly Quantity Statement”), supported by information
and documentation required under this Soil Contract, with a list of the actual net quantities of Work performed by SOIL CONTRACTOR during the immediately preceding calendar month for each category of Unit Prices set forth in Exhibit C. SOIL
CONTRACTOR shall not include in such list any quantities that were not complete at the end of the immediately preceding calendar month. 

  

	14.4	 SOIL CONTRACTOR shall make all measurements and surveys necessary for determining all quantities of Work to be paid under this Soil Contract, and such measurements
shall be in the units and according to any procedures set forth in Exhibit C, and SOIL CONTRACTOR shall make such other measurements and computations as are reasonably requested by PURCHASER. Copies of field notes, computations, receipts, 

  

 -31- 

	 	 
delivery records and other records made by SOIL CONTRACTOR for the purpose of determining quantities shall be furnished to PURCHASER upon request. SOIL
CONTRACTOR shall notify PURCHASER prior to the time such measurements or surveys are made. PURCHASER, at its sole discretion, may witness and verify such measurements and surveys. The dividing limits, lines or planes between adjacent items or
classes of excavation, concrete, or other types of work where not definitely indicated on the drawings or in the specifications shall be as determined by PURCHASER. 

 SC-15 INVOICING AND PAYMENT 
  

	15.1	Upon the issuance of the Notice to Proceed by PURCHASER and receipt by PURCHASER of an Invoice, PURCHASER shall make an initial payment to SOIL CONTRACTOR in the amount of Two
Million Eight Hundred Fifty Thousand US Dollars (US$2,850,000). 

  

	15.2	Based on the and in conjunction with the Monthly Quantity Statement, SOIL CONTRACTOR shall submit an invoice (“Invoice”) by the second (2nd) Day of each calendar
month for the actual net quantities of Work completed through the end of the previous calendar month. 

  

	15.3	SOIL CONTRACTOR shall certify in each Invoice that there are no known outstanding mechanic’s or materialmen’s liens, and that all due and payable bills have been paid or
are included in the Invoice. 

  

	15.4	 As a condition of payment, each Invoice received by PURCHASER prior to Tank S-105 Substantial Completion or Substantial Completion BOP, whichever is later, shall be
accompanied by a fully executed (i) Interim Conditional Lien Waiver from SOIL CONTRACTOR in the form of Exhibit “B” Appendix B-2 Form B-2-1 for all Work performed through the date of the Invoice for which payment is requested and
(ii) Interim Unconditional Lien Waiver from SOIL CONTRACTOR in the form of Exhibit “B” Appendix B-2 Form B-2-2 for all Work performed through the date of the last Invoice submitted by SOIL CONTRACTOR. In addition, as a condition of
payment, SOIL CONTRACTOR shall also provide (i) fully executed Interim Conditional Lien Waivers in the form of Exhibit “B” Appendix B-2 Form B-2-3 from each Major Subcontractor whose invoice is received by SOIL CONTRACTOR in the
calendar month covered by SOIL CONTRACTOR’s Invoice (with each such Interim Conditional Lien Waiver covering all Work performed by each such Major Subcontractor through the date of such Major Subcontractor’s invoice), together with fully
executed Interim Unconditional Lien Waivers in the form set forth in Exhibit “B” Appendix B-2 Form B-2-4 from each Major Subcontractor for all Work performed by such Major Subcontractor through the date of each such Major
Subcontractor’s preceding invoice; (ii) fully executed Interim Conditional Lien Waivers in the form of Exhibit “B” Appendix B-2 Form B-2-3 from each Major Sub-subcontractor whose invoice is received by SOIL CONTRACTOR in the
calendar month covered by SOIL CONTRACTOR’s Invoice (with each such Interim Conditional Lien Waiver covering all Work performed by each such Major Sub-subcontractor through the date of such Major Sub-subcontractor’s invoice), together with
fully executed Interim Unconditional Lien Waivers from each Major Sub-subcontractor 

  

 -32- 

	 	 
in the form set forth in Exhibit “B” Appendix B-2 Form B-2-4 for all Work performed by such Major Sub-subcontractor through the date of each such
Major Sub-subcontractor’s preceding invoice; provided that if SOIL CONTRACTOR fails to provide to PURCHASER an Interim Conditional Lien Waiver or Interim Unconditional Lien Waiver from a Major Subcontractor or Major Sub-subcontractor as
required, PURCHASER’s right to withhold payment for the failure to provide any such Interim Conditional Lien Waiver or Interim Unconditional Lien Waiver shall be limited to the amount that should have been reflected in such Interim Conditional
Lien Waiver or Interim Unconditional Lien Waiver. 

  

	15.5	SOIL CONTRACTOR hereby subordinates any mechanics’ and materialmen’s liens or other claims or encumbrances that may be brought by SOIL CONTRACTOR against any or all of the
Work, the Facility or the Site to any liens granted in favor of Lender, whether such lien in favor of Lender is created, attached or perfected prior to or after any such liens, claims or encumbrances, and shall require its Subcontractors and
Sub-subcontractors to similarly subordinate their lien, claim and encumbrance rights. SOIL CONTRACTOR agrees to comply with reasonable requests of PURCHASER for supporting documentation required by Lender in connection with such subordination,
including any necessary lien subordination agreements. Nothing in this SC-15.5 shall be construed as a limitation on or waiver by SOIL CONTRACTOR of any of its rights under Applicable Law to file a lien or claim or otherwise encumber the Facility as
security for any undisputed payments owed to it by PURCHASER hereunder which are past due; provided that such lien, claim or encumbrance shall be subordinate to any liens granted in favor of Lenders. 

  

	15.6	Within thirty (30) Days after receipt of a correct Invoice, PURCHASER will pay SOIL CONTRACTOR ninety percent (90%) of the approved Invoice amount, including the
quantities approved by PURCHASER, retaining the balance (“Retainage”). Subject to the terms of the Soil Contract (including the right to withhold payment for Defective Work), seventy-five percent (75%) of the Retainage shall be paid
to SOIL CONTRACTOR upon SOIL CONTRACTOR’s completion of all Work except for closure of the Phase 2 Tank containment dikes and related puchlist Work, and the remaining Retainage shall be paid to SOIL CONTRACTOR upon Final Completion.

  

	15.7	Amounts otherwise payable under this Soil Contract may be withheld, in whole or in part, if: 

  

	 	(1)	SOIL CONTRACTOR is in default of any Soil Contract condition including, but not limited to, the schedule, quality assurance and health and safety requirements; or

  

	 	(2)	SOIL CONTRACTOR has not submitted: 

  

	 	(a)	The Soil Contract Schedule, including any revisions or updates, as required by Special Condition 9, titled “SOIL CONTRACT SCHEDULE”; 

  

 -33- 

	 	(b)	Proper insurance certificates, or not provided proper coverage or proof thereof; 

  

	 	(c)	The Letter of Credit; and 

  

	 	(d)	Interim Lien Waivers from SOIL CONTRACTOR and Major Subcontractors and Sub-subcontractors. 

  

	 	(3)	Adjustments are due from previous overpayment or audit results. 

  

	15.8 	PURCHASER will make payments of such amounts withheld in accordance with SC-15.7 above if SOIL CONTRACTOR cures all defaults in the performance of this Soil Contract.

  

	15.9 	If claims filed against SOIL CONTRACTOR connected with performance under this Soil Contract, for which PURCHASER may be held liable if unpaid (e.g., unpaid withholding and back
Taxes), are not promptly removed by SOIL CONTRACTOR within seven (7) Days after receipt of written notice from PURCHASER to do so, PURCHASER may remove such claims and deduct all costs in connection with such removal from withheld payments or
other monies due, or which may become due, to SOIL CONTRACTOR. If the amount of such withheld payment or other monies due SOIL CONTRACTOR under this Soil Contract is insufficient to meet such costs, or if any claim against SOIL CONTRACTOR is
discharged by PURCHASER after final payment is made, SOIL CONTRACTOR and its surety or sureties, if any, shall promptly pay PURCHASER all costs incurred thereby regardless of when such claim arose or whether such claim imposed a lien upon the Work,
the Facility or the Site. 

  

	15.10 	 Upon receipt by SOIL CONTRACTOR of PURCHASER’s Final Completion Certificate, SOIL CONTRACTOR shall prepare and submit its final invoice (“Final
Invoice”), together with (i) a statement summarizing and reconciling all previous Invoices, payments and Change Orders; (ii) an affidavit that all payrolls, Taxes, bills for material and equipment, and any other indebtedness connected
with the Work for which SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors are liable (excluding Corrective Work) have been paid; (iii) fully executed Final Conditional Lien and Claim Waiver from SOIL CONTRACTOR in the form of
Exhibit “B” Appendix B-2 Form B-2-5, (iv) fully executed Final Conditional Lien and Claim Waivers from each Major Subcontractor and each Major Sub-subcontractor in the form set forth in Exhibit “B” Appendix B-2 Form B-2-7.
No later than thirty (30) Days after receipt by PURCHASER of such Final Invoice and all required and reasonably requested documentation, PURCHASER shall, subject to its rights to withhold payment under this Soil Contract, pay SOIL CONTRACTOR
the balance of the Soil Contract Price (including any remaining Retainage), provided that SOIL CONTRACTOR provides to PURCHASER at or before the time of such payment the following: (i) fully executed Final Unconditional Lien and Claim Waiver
from SOIL CONTRACTOR in the form of Exhibit “B” Appendix B-2 Form B-2-6 and (ii) fully executed Final Unconditional Lien and Claim Waivers from each Major Subcontractor and each Major Sub-subcontractor in the form of 

  

 -34- 

	 	 
Exhibit “B” Appendix B-2 Form B-2-8. Notwithstanding the above, PURCHASER shall not withhold from final payment an amount greater than the
amount(s) in dispute. 

  

	15.11 	After issuance of the Final Completion Certificate, PURCHASER shall give notice to the issuing bank to release the Letter of Credit. 

  

	15.12 	No payments of Invoices or portions thereof shall at any time constitute approval or acceptance of any Work under this Soil Contract, nor be considered a waiver by PURCHASER of any
of the terms of this Soil Contract. Title to all equipment and materials which has vested in PURCHASER pursuant to General Condition 34, titled “TITLE AND RISK OF LOSS,” however, shall not be part of SOIL CONTRACTOR’s property or
estate, unless otherwise specified by Applicable Law, in the event SOIL CONTRACTOR is adjudged bankrupt or makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of SOIL CONTRACTOR’s insolvency, or if
all or any portion of this Soil Contract is terminated. 

  

	15.13	SOIL CONTRACTOR shall submit all Invoices in original and two (2) copies to: 

  

							
	PURCHASER:	  	Sabine Pass LNG, L.P.	  	with copy to:	  	Sabine Pass LNG, L.P.
				
	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002
	  	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002

				
	Attention:	  	Accounts Payable	  	Attention:	  	Ed Lehotsky
				
	Facsimile:	  	713-659-5459	  	Telephone:	  	713-265-0206
				
		  		  	Facsimile:	  	713-659-5459
				
		  		  		  	
				
	and with copy to:	  	Sabine Pass LNG, L.P.	  		  	
				
	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002
	  		  	
				
	Attention:	  	David Mitchell	  		  	
				
	Telephone:	  	832-204-2293	  		  	
				
	Facsimile:	  	713-659-5459	  		  	

  

	15.14 	 Any amounts due but not paid hereunder, any amounts withheld from SOIL CONTRACTOR but later finally determined in accordance with the dispute resolution procedure
set forth in GC-33 and SC-31 to have been improperly withheld, or any 

  

 -35- 

	 	 
amounts collected by PURCHASER on the Letter of Credit but later finally determined in accordance with the dispute resolution procedure set forth in GC-33
and SC-31 to have been improperly collected, shall bear interest at the lesser of (i) an annual rate equal to the prime rate set from time to time by Citibank, N.A., or (ii) the maximum rate permitted under Applicable Law.

 SC-16 [NOT USED] 
 SC-17 [NOT
USED] 
 SC-18 QUALITY SURVEILLANCE INSPECTIONS 
 PURCHASER designated equipment or materials furnished by SOIL CONTRACTOR shall not be deemed accepted until inspected by PURCHASER or PURCHASER’s representative in accordance with PURCHASER’s requirements
for quality, which shall be substantially similar to those for the Phase 1 Project. 
 SC-19 [NOT USED] 
 SC-20 LIQUIDATED DAMAGES 
  

	20.1	The Parties hereby agree that the damages which PURCHASER will sustain as a result of SOIL CONTRACTOR’s failure to meet the Soil Contract Milestone Dates are difficult or
impossible to determine with certainty and, therefore, have in good faith estimated as fair compensation the liquidated damages as set forth below. If SOIL CONTRACTOR fails to perform the Work within the time frames specified in the Soil Contract
for the Soil Contract Milestone Dates listed below, or any extensions evidenced by a Change Order or duly executed Soil Contract amendment, SOIL CONTRACTOR shall pay to PURCHASER as fixed, agreed and liquidated damages for each Day of delay the
sum(s) specified below, which amounts shall be independently calculated for each Soil Contract Milestone indicated: 

 LIQUIDATED DAMAGES 
  

			
	 MILESTONE DESCRIPTION
	  	 LIQUIDATED DAMAGE AMOUNT PER DAY

		
	 Tank S-104 Substantial Completion
	  	— US$21,000 per Day for each Day after the Soil Contract Milestone Date for Tank S-104 Substantial Completion
		
	 Tank S-105 Substantial Completion
	  	— US$21,000 per Day for each Day after the Soil Contract Milestone Date for Tank S-105 Substantial Completion
		
	 Final Completion
	  	— US$21,000 per Day for each Day after the Soil Contract Milestone Date for Final Completion

  

 -36- 

	20.2 	The application of liquidated damages shall not effect a change in the Soil Contract Milestone Dates or relieve SOIL CONTRACTOR of its obligation to improve its progress, pursuant
to Special Condition 8, titled SCOPE, COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK, and to achieve or mitigate the failure to achieve any Soil Contract Milestone Dates. 

  

	20.3 	Payments of liquidated damages shall become due immediately upon failure to achieve a Soil Contract Milestone Date. PURCHASER shall be entitled to withhold from payments due, offset
against other obligations, deduct from Retainage, and draw down on Letter(s) of Credit any and all liquidated damages due from SOIL CONTRACTOR. 

  

	20.4 	The cumulative total of all liquidated damages will not exceed Three Million US Dollars (US$3,000,000). 

  

	20.5 	Except as set out in Special Condition 8, titled SCOPE, COMMENCMENT, PROGRESS AND COMPLETION OF THE WORK, where PURCHASER may require SOIL CONTRACTOR to accelerate to recover lost
schedule and General Condition 45, titled TERMINATION FOR DEFAULT, SOIL CONTRACTOR shall have no further liability to PURCHASER for delay as a result of the liquidated damages provided within this SC-20. 

 SC-21 APPLICABLE LAW 
 This Soil Contract shall be governed by and
interpreted under the laws of the State of Texas (without giving effect to the principles thereof relating to conflicts of law). The United Nations Convention on Contracts for the International Sale of Goods shall not apply to this Soil Contract and
shall be disclaimed in and excluded from any Subcontracts entered into by SOIL CONTRACTOR in connection with the Work or the Project. 
 SC-22
CONSTRUCTION MANAGEMENT 
  

	22.1 	PURCHASER will engage a Management Contractor to manage the Work under this Soil Contract. SOIL CONTRACTOR agrees to submit all Invoices to Management Contractor, with copy to
PURCHASER; provide all notices, including without limitation notices related to changes to the Work, delays and Force Majeure, to Management Contractor, with copy to PURCHASER; treat, comply with, and abide by all communications, directives, notices
and instructions from Management Contractor as if coming directly from PURCHASER under this Soil Contract. Notwithstanding anything to the contrary, Management Contractor shall not have the authority to amend this Soil Contract (by Change Order or
otherwise) or otherwise contractually bind PURCHASER without PURCHASER’s express consent or ratification in writing. Management Contractor shall have the authority to act as PURCHASER’s authorized representative as set forth in Exhibit E.

  

	22.2 	 SOIL CONTRACTOR shall submit to Management Contractor copies of all documents, invoices, information, forms, policies, procedures, plans, test information, test
data, and other data and information submitted or required to be submitted to PURCHASER under 

  

 -37- 

	 	 
this Soil Contract, including all Exhibits and Appendices hereto. The address for Management Contractor for purposes of this Section is:

 Bechtel Corporation 
 3000 Post Oak Boulevard 
 Houston, TX 77056 
 Facsimile: 713-235-1610 
 PURCHASER shall specify the Person at Management Contractor to whom items should be addressed.

 SC-23 RELEASE OF CONSEQUENTIAL DAMAGES 
  

	23.1 	TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW AND EXCEPT TO THE EXTENT EXPRESSLY PROVIDED IN ANY OTHER PROVISIONS OF THIS SOIL CONTRACT, NEITHER PARTY SHALL BE LIABLE TO THE
OTHER FOR CONSEQUENTIAL LOSS OR DAMAGES RESULTING FROM OR ARISING OUT OF THIS SOIL CONTRACT. THE PARTIES AGREE THAT THIS SC-23 SHALL NOT APPLY TO ANY LIQUIDATED DAMAGES PAYABLE UNDER SC-20, IF ANY. 

 SC-24 NOT USED 
 SC-25 MEASUREMENT SYSTEM 
  

	25.1	SOIL CONTRACTOR shall use the “English Standard” system of measurement for all designs, specifications, drawings, plans and Work except as otherwise directed in writing by
PURCHASER. 

 SC-26 NOT USED 
 SC-27 KEY
PERSONNEL 
  

	27.1	SOIL CONTRACTOR shall not reassign or remove the Key Personnel listed below without the prior written authorization of PURCHASER. 

  

			
	 Name
	 	 Title/Position

	Tommy Breaux	 	Project Manager
	Larry Weathers	 	Superintendent
	Steve Oller	 	Site Safety Officer

  

 -38- 

	27.2 	SOIL CONTRACTOR shall ensure that Key Personnel continue to perform the part of the Work assigned to them for as long as necessary to achieve the Soil Contract requirements. SOIL
CONTRACTOR shall not remove any Key Personnel from the Work without prior written approval of PURCHASER. SOIL CONTRACTOR shall allow a minimum of twenty-one (21) Days notice of its desire to remove any Key Personnel from the Soil Contract Work.

 SC-28 LANGUAGE REQUIREMENTS 
  

	28.1 	The Soil Contract Documents and all notices, communications and submittals between the Parties pursuant to the implementation of this Soil Contract shall be in the English language,
unless otherwise directed in writing by PURCHASER. All translation services, to include the physical presence of qualified translators in both office and field, necessary for written or oral communications with PURCHASER and all members of SOIL
CONTRACTOR’s work force or in the course of routine Phase 2 Site coordination of any nature, shall be provided by SOIL CONTRACTOR. SOIL CONTRACTOR warrants these services and their staffing shall fully meet the standards and requirements
established by PURCHASER. 

 SC-29 NOT USED 
 SC-30 DRUGS, ALCOHOL AND WEAPONS 
  

	30.1 	SOIL CONTRACTOR’s personnel shall not bring onto the Phase 2 Site, or any other location where the provisions of this Soil Contract apply: 

  

	 	(1)	Any firearm of whatsoever nature, knife with a blade exceeding four (4) inches (100 millimeters) in length or any other object which in the sole judgment of PURCHASER is
determined to be a potential weapon. 

  

	 	(2)	Alcoholic beverages of any nature. 

  

	 	(3)	Illegal or PURCHASER-prohibited non-prescription drugs of any nature without exception. 

  

	30.2 	SOIL CONTRACTOR shall abide by and enforce the requirements of this clause to include the immediate removal from the Work under this Soil Contract of any employee who has violated
the requirements of this clause or who PURCHASER, in its sole judgment, determines has violated the requirements of this clause. 

  

	30.3 	SOIL CONTRACTOR shall be subject to the Phase 1 and Phase 2 Project’s drug and alcohol policy, which shall be provided by PURCHASER or Management Contractor. Pre-employment
drug and alcohol screening shall be required of all SOIL CONTRACTOR’s employees. All SOIL CONTRACTOR’s employees shall be subject to random drug and alcohol testing. 

  

 -39- 

 SC-31 ARBITRATION 
  

	31.1 	Any arbitration held under this Soil Contract shall be held in Houston, Texas, unless otherwise agreed by the Parties, shall be administered by the Dallas, Texas office of the
American Arbitration Association (“AAA”) and shall, except as otherwise modified by this SC-31, be governed by the AAA’s Construction Industry Arbitration Rules and Mediation Procedures (including Procedures for Large, Complex
Construction Disputes) (the “AAA Rules”). The number of arbitrators required for the arbitration hearing shall be determined in accordance with the AAA Rules. The arbitrator(s) shall determine the rights and obligations of the Parties
according to the substantive law of the state of Texas, excluding its conflict of law principles, as would a court for the state of Texas; provided, however, the law applicable to the validity of the arbitration clause, the conduct of the
arbitration, including resort to a court for provisional remedies, the enforcement of any award and any other question of arbitration law or procedure shall be the Federal Arbitration Act, 9 U.S.C.A. § 1, et seq. Issues concerning the
arbitrability of a matter in dispute shall be decided by the arbitrator(s). The Parties shall be entitled to engage in reasonable discovery, including the right to production of relevant and material documents by the opposing Party and the right to
take depositions reasonably limited in number, time and place; provided that in no event shall any Party be entitled to refuse to produce relevant and non-privileged documents or copies thereof requested by the other Party within the time limit set
and to the extent required by order of the arbitrator(s). All disputes regarding discovery shall be promptly resolved by the arbitrator(s). This agreement to arbitrate is binding upon the Parties, SOIL CONTRACTOR’s surety (if any) and the
successors and permitted assigns of any of them. The Parties may join any other Person as an additional party to any arbitration conducted under this SC-31, provided that the party to be joined is or may be liable to either Party in connection with
all or any part of any dispute between the Parties. The arbitration award shall be final and binding, in writing, signed by all arbitrators, and shall state the reasons upon which the award thereof is based. The Parties agree that judgment on the
arbitration award may be entered by any court having jurisdiction thereof. 

 SC-32 NOT USED 
 SC-33 NOT USED 
 SC-34 HAZARDOUS MATERIALS. 
  

	34.1 	SOIL CONTRACTOR shall not, nor shall it permit or allow any Subcontractor or Sub-subcontractor to, bring any Hazardous Materials on the Phase 2 Site and shall bear all
responsibility and liability for such materials; provided, however, that SOIL CONTRACTOR may bring onto the Phase 2 Site such Hazardous Materials as are necessary to perform the Work so long as the same is done in compliance with Applicable Law,
applicable codes and standards, and SOIL CONTRACTOR’s S&H Plan, and SOIL CONTRACTOR shall remain responsible and liable for all such Hazardous Materials. 

  

 -40- 

	34.2 	If SOIL CONTRACTOR or any Subcontractor or Sub-subcontractor encounter pre-existing Hazardous Materials at the Phase 2 Site, and SOIL CONTRACTOR or any Subcontractor or
Sub-subcontractor knows or suspects that such material is Hazardous Material, SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors shall promptly stop Work in the affected area and notify PURCHASER. If under such circumstances SOIL
CONTRACTOR or any of its Subcontractors or Sub-subcontractors fail to stop Work and notify, SOIL CONTRACTOR shall be responsible and liable to PURCHASER for all damages, costs, losses and expenses to the extent attributable to such failure.

  

	34.3 	PURCHASER shall remove, transport and, as appropriate, dispose of any Hazardous Materials discovered or released at the Phase 2 Site, including any Hazardous Materials brought on
the Phase 2 Site or generated by Third Parties, but excluding any Hazardous Materials brought on to the Phase 2 Site or generated by SOIL CONTRACTOR or any of its Subcontractors or Sub-subcontractors. 

 SC-35 HAZARDOUS SUBSTANCE AWARENESS 
  

	35.1 	The nature of the Work to be performed under this Soil Contract involves inherent risks. SOIL CONTRACTOR agrees that it will inform its officers, employees, agents, Subcontractors
and Sub-subcontractors, and any other parties which may come into contact with any Hazardous Materials as a result of SOIL CONTRACTOR’s activities hereunder of the nature of such materials and any health or environmental risks associated with
such materials. 

  

	35.2 	SOIL CONTRACTOR warrants that SOIL CONTRACTOR’s personnel and personnel of its Subcontractors and Sub-subcontractors, assigned to or regularly entering the Phase 2 Site, have
or will receive training as specified in OSHA 29 CFR 1910.120 (e) in relation to this Soil Contract prior to their assignment to field duty. Supervisory personnel of any tier will also receive, as a minimum, eight hours additional specialized
training in the management of Hazardous Material operations. Such training shall be at SOIL CONTRACTOR’s expense. SOIL CONTRACTOR personnel assigned to the Phase 2 Site may also be required to attend specialized training classes specific to the
Phase 2 Site as presented by PURCHASER. 

 SC-36 HAZARDOUS SUBSTANCE REGULATIONS 
  

	36.1 	SOIL CONTRACTOR shall ensure that all Hazardous Materials with which it deals receive safe and proper handling. SOIL CONTRACTOR confirms that it is aware of and will comply with the
requirements of the Comprehensive Environmental Response, Compensation, Liability Act, 42 U.S.C. 9601-9675 (CERCLA) as amended; the Resource Conservation and Recovery Act, 42 U.S.C. 6901-6992 (RCRA) as amended; the Toxic Substances Control Act
(TSCA), 15 U.S.C. 2601-2671; the Clean Water Act (CWA), 33 U.S.C. 1251-1387; Title 40 of the Code of Federal Regulations; the Department of Transportation (DOT) regulations applicable to Hazardous Materials, and any other Applicable Law related to
working with or near Hazardous Materials. 

  

 -41- 

 SC-37 NOT USED 
 SC-38 LABORATORY ANALYSES 
  

	38.1 	When chemical, radiological or physical analyses of Hazardous Materials, which are the responsibility of SOIL CONTRACTOR, are required for their disposal, treatment, or recycling,
and such analyses are not listed below as PURCHASER provided, SOIL CONTRACTOR shall cause such analyses to be performed by an appropriately qualified laboratory. SOIL CONTRACTOR shall identify the analyses to be performed and submit the name,
qualifications, and procedures of the proposed laboratory(ies) to PURCHASER for review prior to performing any analyses. Such analyses shall be at SOIL CONTRACTOR’s expense. The following laboratory analyses will be provided by PURCHASER:

 NONE. 
 SC-39 ON-SITE
HANDLING AND DISPOSAL OF HAZARDOUS MATERIAL 
  

	39.1 	If the Work under this Soil Contract includes any intrusive site or structural drilling, boring, coring or sampling, debris may be produced as a result of these efforts. This debris
could include solids or liquids drawn from site wells for sampling purposes. All such debris shall be treated by SOIL CONTRACTOR as if it were Hazardous Materials regulated under the federal Resource and Conservation Recovery Act of 1976, 42 U.S.C.
6901-6992 (RCRA) as amended, or any more stringent applicable regulations, unless and until SOIL CONTRACTOR has been able to confirm, to the satisfaction of PURCHASER and the appropriate regulatory agencies that the wastes are not regulated as
Hazardous Materials. 

 SC-40 OFF-SITE TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS 
  

	40.1 	SOIL CONTRACTOR shall have no authority or responsibility for the off-site transportation, storage, treatment or disposal of contaminated or potentially contaminated waste materials
of any kind, which are directly or indirectly generated at the Phase 2 Site. However, SOIL CONTRACTOR shall handle all materials at the Phase 2 Site with due care, in accordance with work or Phase 2 Site plans and the requirements of this Soil
Contract. 

 SC-41 SEC FILINGS 
  

	41.1 	SOIL CONTRACTOR acknowledges and agrees that PURCHASER or its Affiliates shall be required, from time to time, to make disclosures and press releases and applicable filings with the
SEC (including a copy of this Soil Contract) in accordance with applicable securities laws, that PURCHASER believes in good faith are required by Applicable Law or the rules of any stock exchange. If any such disclosure, press release or filing
includes any reference to SOIL CONTRACTOR, then PURCHASER shall provide as much notice as is practicable to SOIL CONTRACTOR to provide it with an opportunity to comment; provided, however, the final determination shall remain with PURCHASER.

  

 -42- 

 SC-42 SOIL CONTRACTOR REGISTRATION 
  

	42.1 	Non-resident SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors must register for sales and use Tax purposes with the Louisiana Department of Revenue and the Cameron
Parish Police Jury. Prior to commencing Work non-resident SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors shall post a bond in an amount required under Applicable Law. Upon satisfactory completion of the Tax registration and surety
bond requirements, SOIL CONTRACTOR shall obtain from the Secretary a certificate of compliance and shall provide a copy to PURCHASER. 

 SC-43 LOUISIANA SALES AND USE TAXES 
  

	43.1 	PURCHASER shall participate in the Louisiana Enterprise Zone Program, which shall allow PURCHASER to receive a rebate directly from the State of Louisiana Department of Revenue of
the rebatable portion of Louisiana state, parish and local-option sales and use tax (“Louisiana Sales and Use Tax”) incurred and paid by SOIL CONTRACTOR and its Subcontractors or Sub-subcontractors in connection with performance of the
Work. SOIL CONTRACTOR shall provide to PURCHASER, for itself and its Subcontractors and Sub-subcontractors, all documentation as may be reasonably requested by PURCHASER and available to SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors
in order to allow PURCHASER to secure such rebate. Such documentation shall include invoice documentation supporting all Louisiana Sales and Use Taxes paid by SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors for the purchase of
material, equipment and leased or rented construction equipment, in addition to consumables purchased and delivered within the state of Louisiana. Such documentation shall be provided to PURCHASER with each Invoice and shall clearly identify
(i) the item of material or equipment purchased, (ii) the amount of Louisiana Sales and Use Tax paid; and (iii) all information (including the Phase 2 Project name and the Phase 2 Project address, which shall be documented on SOIL
CONTRACTOR’s Invoice) to properly establish that the material and equipment was used in connection with or incorporated into the Phase 2 Facility. If the equipment was taken from SOIL CONTRACTOR’s or a Subcontractor’s or
Sub-subcontractor’s inventory, subject to SC-43.4, SOIL CONTRACTOR shall provide PURCHASER with an invoice, journal vouchers or other similar documentation as may be required to evidence that the applicable Louisiana Sales and Use Tax was paid
by SOIL CONTRACTOR or its Subcontractor or Sub-subcontractor on such inventory. PURCHASER’s tax consultant shall assist PURCHASER to secure all available rebates of Louisiana Sales and Use Taxes and is authorized to request and receive
information directly from SOIL CONTRACTOR and Subcontractors and Sub-subcontractors on behalf of PURCHASER. No information shall be provided to PURCHASER’s tax consultant until such tax consultant has signed a confidentiality agreement with
SOIL CONTRACTOR and any applicable Subcontractor or Sub-subcontractor with terms customary in the audit industry for audits of this kind. 

  

 -43- 

	43.2 	PURCHASER shall provide SOIL CONTRACTOR with any state and local manufacturing, pollution control or other applicable sales and use Tax exemption certificates that PURCHASER has
received and which are valid under Applicable Law, including the governing law specified in SC-21. SOIL CONTRACTOR will reasonably cooperate with PURCHASER to minimize any and all Taxes relating to the Project. 

  

	43.3 	If SOIL CONTRACTOR or any of its Subcontractors or Sub-subcontractors incurs any sales and use Taxes on any items of material and equipment for which PURCHASER has previously
provided SOIL CONTRACTOR with a valid applicable sales and use Tax exemption certificate, SOIL CONTRACTOR shall be responsible for the payment of such sales and use Taxes without reimbursement by PURCHASER. 

  

	43.4 	PURCHASER shall have the right to have its third party auditors audit the Books and Records of SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors to confirm that all
Louisiana Sales and Use Taxes paid by SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors in connection with the Work are properly owed under Applicable Law; provided, however, if the determination of the proper amount of such Louisiana
Sales and Use Tax assessed on any one or more items of material and or equipment is dependent upon knowing the actual cost incurred by SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors for such item of equipment or material and the
compensation of such item of equipment or material is included in the Soil Contract Price or in any lump sum Change Order, that portion of the audit devoted to reviewing the actual cost incurred by SOIL CONTRACTOR or its Subcontractors or
Sub-subcontractors for such item of material and/or equipment shall be performed by PURCHASER’s tax consultant, which shall be retained by PURCHASER at PURCHASER’s sole expense. The Parties agree that (unless the amount of Louisiana Sales
and Use Tax properly payable for an item of material and equipment is subject to litigation or arbitration) such tax consultant shall not disclose to PURCHASER the actual cost incurred by SOIL CONTRACTOR or its Subcontractors or Sub-subcontractors
for any item of material and equipment included in the Soil Contract Price, but the Parties agree that such tax consultant may report to PURCHASER the proper Louisiana Sales and Use Taxes properly payable under Applicable Law. No access to Books and
Records shall be granted to PURCHASER’s third party auditors until such auditors have signed a confidentiality agreement with SOIL CONTRACTOR or any applicable Subcontractor or Sub-subcontractor with terms customary in the audit industry for
audits of this kind. 

  

	43.5 	 Included in the Soil Contract Price is an allowance of Two Hundred Thousand US Dollars (US$200,000) for Louisiana Sales and Use Taxes arising in connection with the
Work (“Louisiana Sales and Use Tax Allowance”). If the actual amount of Louisiana Sales and Use Taxes paid by SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors in connection with the Work is less than the Louisiana Sales and
Use Tax Allowance, PURCHASER shall be entitled to a Change Order reducing the Soil Contract Price by such difference. If the actual amount of Louisiana Sales and Use Taxes paid by SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors in
connection with the Work is greater than the Louisiana Sales and Use Tax Allowance, SOIL CONTRACTOR shall be entitled to a Change Order increasing the Soil Contract Price by such difference; provided that SOIL CONTRACTOR shall reasonably cooperate
with 

  

 -44- 

	 	 
PURCHASER to minimize any and all Louisiana Sales and Use Taxes arising in connection with the Work, and provided further that in the event that PURCHASER
discovers that it has paid SOIL CONTRACTOR for any improperly assessed Louisiana Sales and Use Taxes, SOIL CONTRACTOR shall reasonably assist PURCHASER in the recovery of such refunds and overpayments. 

 SC-44 LIMITATION OF LIABILITY 
  

	44.1 	Notwithstanding any other provisions of this Soil Contract to the contrary, SOIL CONTRACTOR shall not be liable to PURCHASER under this Soil Contract or under any cause of action
related to the subject matter of this Soil Contract, whether in contract, warranty, tort (including negligence), strict liability, products liability, professional liability, contribution or any other cause of action, in excess of a cumulative
aggregate amount of Seven Million Five Hundred Thousand US Dollars (US$7,500,000), and PURCHASER shall release SOIL CONTRACTOR from any liability in excess thereof; provided that, notwithstanding the foregoing, the limitation of liability set forth
in this Special Condition shall not (i) apply in the event of SOIL CONTRACTOR’s intentional misconduct (including intentional and wrongful refusal to perform the Work, intentional and wrongful delay in performing the Work, or wrongful
abandonment of the Work) or gross negligence; (ii) apply to SOIL CONTRACTOR’s obligations under General Condition 34.3, 39.1, 39.2, 39.4 or 40.1; or (iii) include the proceeds paid under any insurance policy that SOIL CONTRACTOR or
its Subcontractors or Sub-subcontractors are required to obtain pursuant to this Soil Contract, or Subcontract or Sub-subcontract, as the case may be. In no event shall the limitation of liability set forth in this Special Condition be in any way
deemed to limit SOIL CONTRACTOR’s obligation to perform all Work required to achieve Tank S-104 Substantial Completion, Tank S-105 Substantial Completion, and Substantial Completion BOP. 

  

 -45- 

 Appendix B-1 to Soil Contract 
  

			
	CERTIFICATE OF INSURANCE	  	ISSUE DATE (MM/DD/YY)

  

					
	PRODUCER	  	THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE
AFFORDED BY THE POLICIES LISTED BELOW.
	           [Insert Name and Address of
    Contractor’s Agent or
Broker]
	  	
		  	COMPANIES AFFORDING COVERAGE
		  	COMPANY
LETTER	  	A
			
		  	COMPANY
LETTER	  	B
			
	INSURED	  	COMPANY
LETTER	  	C
			
	[Insert Contractor Name and Address]	  	COMPANY
LETTER	  	D
			
		  	COMPANY
LETTER	  	E

 COVERAGES 
 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER
DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID
CLAIMS. 
  

																								
	CO
LT
R	 	 TYPE OF
INSURANCE
	  	POLICY
NUMBER	  	POLICY
EFFECTIVE
DATE
(MM/DD/YY)	  	POLICY
EXPIRATION
DATE
(MM/DD/YY)	  	 LIMITS IN
THOUSANDS

		 	GENERAL LIABILITY	  		  		  		  	GENERAL AGGREGATE	  	$	 
		 	x	 	COMMERCIAL GENERAL LIABILITY	  		  		  		  	PRODUCTS-COMP/OPS AGG.	  	$	 
		 		 		 	CLAIMS MADE	 	x	  	OCCUR	  		  		  		  	PERSONAL & ADV. INJURY	  	$	 
		 		 	OWNER’S & CONTRACTOR’S PROT.	  		  		  		  	EACH OCCURRENCE	  	$	 
		 		 		  		  		  		  	FIRE DAMAGE (Any one fire)	  	$	 
		 		  		  		  		  	MEDICAL EXPENSE (Any one person)	  	$	 
		 	AUTOMOBILE LIABILITY	  		  		  		  	COMBINED SINGLE LIMIT	  	$	25
		 	x	 	ANY AUTO	  	EXAMPLE	  	  
		 		 	ALL OWNED AUTOS	  	  	BODILY INJURY (Per person)	  	$	 
		 		 	SCHEDULED AUTOS	  		  		  		  	  
		 		 	HIRED AUTOS	  		  		  		  	BODILY INJURY (Per accident)	  	$	 
		 		 	NON-OWNED AUTOS	  		  		  		  	  
		 		 	GARAGE LIABILITY	  		  		  		  	PROPERTY DAMAGE	  	$	 
		 	x	 	AUTOMOBILE CONTRACTUAL LIABILITY	  		  		  		  	  
		 	EXCESS LIABILITY	  		  		  		  	EACH OCCURRENCE	  	$	 
		 		 	UMBRELLA FORM	  		  		  		  	AGGREGATE	  	$	 
		 		 	OTHER THAN UMBRELLA FORM	  		  		  		  		  		
		 	 WORKER’S COMPENSATION
  
 AND
  
 EMPLOYER’S LIABILITY
	  		  		  		  		  	STATUTORY LIMITS	  		
		 	  	  	  	  	  		  
		 	  	  	  	  	  		  
		 	  		  		  		  	(EACH ACCIDENT)	  	$	250
		 	  		  		  		  	(DISEASE–POLICY LIMIT)	  	$	250
		 	  		  		  		  	(DISEASE–EACH EMPLOYEE)	  	$	250
		 	OTHER	  		  		  		  		  		  		

 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS 
 Reference: TBD as Additional Insureds. Insurer’s waiver of subrogation in favor of Additional Insureds applies. 
  

			
	 CERTIFICATE HOLDER
  
 TBD
	  	 CANCELLATION
  
 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED, TERMINATED OR MATERIALLY ALTERED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL
MAIL 3 0 CALENDAR DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER.

		
	Attention: Site Manager	  	AUTHORIZED REPRESENTATIVE

 02-CSCIH.INC/05May00 
  

 Page 1 of 1 

 Execution Version 
 APPENDIX B-2 
 LIEN AND CLAIM WAIVER FORMS 
  

 Appendix B-2 
 Soil Contract 

 FORM B-2-1 
 SOIL CONTRACTOR’S INTERIM CONDITIONAL LIEN WAIVER 
 (To be executed by Remedial Construction
Services, L.P. 
 with each Invoice other than the Final Invoice) 
 STATE OF
                                        
     
 COUNTY/PARISH OF
                         
 The undersigned, Remedial Construction Services, L.P. (“Soil Contractor”), has been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the soil improvement at the project known as
the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 ___________________________________________________________________________________________ (the “Property”). 
 Upon receipt of the sum
of U.S.$                 (amount in Invoice submitted with this Soil Contractor’s Interim Conditional Lien Waiver), Soil Contractor waives, relinquishes,
remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Project and the Property that Soil Contractor has or may have arising out of the performance or provision of the work, materials, equipment,
services or labor or on behalf of Soil Contractor (including, without limitation, any Subcontractor or Sub-subcontractor) in connection with the Phase 2 Project through the date of
                    , 20     (date of the Invoice submitted with this Soil Contractor’s Interim Conditional
Lien Waiver) and reserving those rights, privileges and liens, if any, that Soil Contractor might have in respect of any amounts withheld by Owner from payment on account of work, materials, equipment, services and/or labor furnished by or on behalf
of Soil Contractor to or on account of Owner for the Phase 2 Project. Other exceptions are as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 (if no exception entry or
“none” is entered above, Soil Contractor shall be deemed not to have reserved any claim.) 
 Soil Contractor expressly represents and warrants that
all employees, laborers, materialmen, Subcontractors, Sub-subcontractors and subconsultants employed by Soil Contractor in connection with the Phase 2 Project have been paid for all work, materials, equipment, services, labor and any other items
performed or provided through                     , 20     (date of Soil Contractor’s last prior Invoice).
Exceptions are as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 (if no exception entry or “none” is entered above, all such payments have been made) 
 This Soil Contractor’s
Interim Conditional Lien Waiver is freely and voluntarily given and Soil Contractor acknowledges and represents that it has fully reviewed the terms and conditions of this Soil Contractor’s Interim Conditional Lien Waiver, that it is fully
informed with respect to the legal effect of this Soil Contractor’s Interim Conditional Lien Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Soil Contractor’s Interim Conditional Lien Waiver in return
for the payment recited above. 
 This Soil Contractor’s Interim Conditional Lien Waiver has been executed by its duly authorized representative(s).

  

			
	FOR REMEDIAL CONSTRUCTION SERVICES, L.P.:
	Applicable to Invoice(s) No. __
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-2 
 SOIL CONTRACTOR’S INTERIM UNCONDITIONAL LIEN WAIVER 
 (To be executed by Remedial Construction
Services, L.P. 
 with each Invoice other than the Final Invoice) 
 STATE OF
                                        
         
 COUNTY/PARISH OF
                             
 The undersigned, Remedial Construction Services, L.P. (“Soil Contractor”), has been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P. (“Owner”), for the soil improvement at
the project known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 ________________________________________________________________________________________ (the “Property”). 
 Soil Contractor hereby
waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Project and the Property that Soil Contractor has or may have arising out of the performance or provision of the work,
materials, equipment, services or labor or on behalf of Soil Contractor (including, without limitation, any Subcontractor or Sub-subcontractor) in connection with the Phase 2 Project through the date of
                    , 20     (date of Soil Contractor’s last prior Invoice). 
 Soil Contractor expressly represents and warrants that all employees, laborers, materialmen, Subcontractors, Sub-subcontractors and subconsultants employed by Soil
Contractor in connection with the Phase 2 Project have been paid for all work, materials, equipment, services, labor and any other items performed or provided through
                        , 20     (date of Soil Contractor’s last prior Invoice).

 This Soil Contractor’s Interim Unconditional Lien Waiver is freely and voluntarily given and Soil Contractor acknowledges and represents that it has
fully reviewed the terms and conditions of this Soil Contractor’s Interim Unconditional Lien Waiver, that it is fully informed with respect to the legal effect of this Soil Contractor’s Interim Unconditional Lien Waiver. 
 This Soil Contractor’s Interim Unconditional Lien Waiver has been executed by its duly authorized representative(s). 
  

			
	FOR REMEDIAL CONSTRUCTION SERVICES, L.P.:
	Applicable to Invoice(s) No. __
		
	Signed: 	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-3 
 SUBCONTRACTOR’S INTERIM CONDITIONAL LIEN WAIVER 
 (To be executed by Major Subcontractors and
Major Sub-subcontractors 
 with each invoice other than the invoice for final payment) 
 STATE OF
                                        
     
 COUNTY/PARISH OF
                         
 The undersigned,                              (“Subcontractor”) who has, under an
agreement with Remedial Construction Services, L.P. (“Soil Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2
Project”), which is located in Cameron Parish, State of Louisiana and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 _______________________________________________________________________________________ (the “Property”). 
 Upon receipt of the sum of
U.S.$                     (amount in invoice submitted with this Subcontractor’s Interim Conditional Lien Waiver), Subcontractor waives,
relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Project and the Property that Subcontractor has or may have arising out of the performance or provision of the work, materials,
equipment, services or labor or on behalf of Subcontractor (including, without limitation, any sub-subcontractor) in connection with the Phase 2 Project through the date of
                    , 20             (date of the invoice submitted with
this Subcontractor’s Interim Conditional Lien Waiver) and reserving those rights, privileges and liens, if any, that Subcontractor might have in respect of any amounts withheld by Soil Contractor from payment on account of work, materials,
equipment, services and/or labor furnished by or on behalf of Subcontractor to or on account of Soil Contractor for the Phase 2 Project. Other exceptions are as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 (if no exception entry or
“none” is entered above, Subcontractor shall be deemed not to have reserved any claim.) 
 Subcontractor expressly represents and warrants that all
employees, laborers, materialmen, Sub-subcontractors and subconsultants employed by Subcontractor in connection with the Phase 2 Project have been paid for all work, materials, equipment, services, labor and any other items performed or provided
through                     , 20             (date of Subcontractor’s
last prior invoice). Exceptions are as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 (if no exception entry or
“none” is entered above, all such payments have been made) 
 This Subcontractor’s Interim Conditional Lien Waiver is freely and voluntarily
given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Interim Conditional Lien Waiver, that it is fully informed with respect to the legal effect of this
Subcontractor’s Interim Conditional Lien Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Subcontractor’s Interim Conditional Lien Waiver in return for the payment recited above. 
 This Subcontractor’s Interim Conditional Lien Waiver has been executed by its duly authorized representative. 
  

			
	FOR SUBCONTRACTOR :
	Applicable to Invoice(s) No. __
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-4 
 SUBCONTRACTOR’S INTERIM UNCONDITIONAL LIEN WAIVER 
 (To be executed by Major Subcontractors and
Major Sub-subcontractors 
 with each invoice other than the invoice for final payment) 
 STATE OF
                                        
                 
 COUNTY/PARISH OF
                                     
 The undersigned,
                                    
(“Subcontractor”) who has, under an agreement with Remedial Construction Services, L.P. (“Soil Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the Sabine Pass LNG Terminal
Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 __________________________________________________________________________________________ (the “Property”). 
 Subcontractor hereby
waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Project and the Property that Subcontractor has or may have arising out of the performance or provision of the work,
materials, equipment, services or labor or on behalf of Subcontractor (including, without limitation, any Sub-subcontractor) in connection with the Phase 2 Project through the date of
                    , 20     (date of the last invoice submitted by Subcontractor). 
 Subcontractor expressly represents and warrants that all employees, laborers, materialmen, Sub-subcontractors and subconsultants employed by Subcontractor in connection
with the Phase 2 Project have been paid for all work, materials, equipment, services, labor and any other items performed or provided through
                    , 20     (date of Subcontractor’s last prior invoice). 
 This Subcontractor’s Interim Unconditional Lien Waiver is freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the
terms and conditions of this Subcontractor’s Interim Unconditional Lien Waiver, and that it is fully informed with respect to the legal effect of this Subcontractor’s Interim Unconditional Lien Waiver. 
 This Subcontractor’s Interim Unconditional Lien Waiver has been executed by its duly authorized representative. 
  

			
	FOR SUBCONTRACTOR:
	Applicable to Invoice(s) No. __
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-5 
 SOIL CONTRACTOR’S FINAL CONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Remedial
Construction Services, L.P. 
 with the Final Invoice) 
 STATE OF
                                        
                     
 COUNTY/PARISH OF
                                        

 The undersigned, Remedial Construction Services, L.P. (“Soil Contractor”), has been engaged under contract (“Agreement”) with Sabine
Pass LNG, L.P. (“Owner”), for the soil improvement at the project known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly
described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 _________________________________________________________________________________________ (the “Property”). 
 Upon
receipt of the sum of U.S.$                     (amount in Final Invoice submitted with this Soil Contractor’s Final Conditional Lien and
Claim Waiver), Soil Contractor waives, relinquishes, remits and releases any and all privileges, liens or claims of privileges or liens against the Phase 2 Project and the Property, and all claims, demands, actions, causes of actions or other rights
at law, in contract, quantum meruit, unjust enrichment, tort, equity or otherwise that Soil Contractor has or may have had against Owner arising out of the Agreement or the Phase 2 Project, whether or not known to Soil Contractor at the time of the
execution of this Soil Contractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or
expiration of the Agreement, including, without limitation, Warranties and correction of Defective Work, Soil Contractor represents that all of its obligations, legal, equitable, or otherwise, relating to or arising out the Agreement or the Phase 2
Project have been fully satisfied. 
 This Soil Contractor’s Final Conditional Lien and Claim Waiver is freely and voluntarily given, and Soil
Contractor acknowledges and represents that it has fully reviewed the terms and conditions of this Soil Contractor’s Final Conditional Lien and Claim Waiver, that it is fully informed with respect to the legal effect of this Soil
Contractor’s Final Conditional Lien and Claim Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Soil Contractor’s Final Conditional Lien and Claim Waiver in return for the payment recited above.

 This Soil Contractor’s Final Conditional Lien and Claim Waiver has been executed by its duly authorized representative(s). 
  

			
	FOR REMEDIAL CONSTRUCTION SERVICES, L.P.:
	Applicable to Invoice(s) No. ALL
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-6 
 SOIL CONTRACTOR’S FINAL UNCONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Remedial
Construction Services, L.P. 
 as a condition of them receiving final payment) 
 STATE OF
                                        
             
 COUNTY/PARISH OF
                                 
 The undersigned, Remedial Construction Services, L.P. (“Soil Contractor”), has been engaged under contract (“Agreement”) with Sabine Pass LNG, L.P.
(“Owner”), for the soil improvement at the project known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as
follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 ________________________________________________________________________________________ (the “Property”). 
 Soil
Contractor has been paid in full for all work, materials, equipment, services and/or labor furnished in connection with the Phase 2 Project, and Soil Contractor hereby waives, relinquishes, remits and releases any and all privileges, liens or claims
of privileges or liens against the Phase 2 Project and the Property, and all claims, demands, actions, causes of actions or other rights at law, in contract, quantum meruit, unjust enrichment, tort, equity or otherwise that Soil Contractor has or
may have had against Owner arising out of the Agreement or the Phase 2 Project, whether or not known to Soil Contractor at the time of the execution of this Soil Contractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or expiration of the Agreement, including, without limitation, Warranties and correction of Defective Work,
Soil Contractor represents that all of its obligations, legal, equitable, or otherwise, relating to or arising out the Agreement or the Phase 2 Project have been fully satisfied, including without limitation payment to Subcontractors and employees
and payment of Taxes. 
 This Soil Contractor’s Final Unconditional Lien and Claim Waiver is freely and voluntarily given, and Soil Contractor
acknowledges and represents that it has fully reviewed the terms and conditions of this Soil Contractor’s Final Unconditional Lien and Claim Waiver and that it is fully informed with respect to the legal effect of this Soil Contractor’s
Final Unconditional Lien and Claim Waiver. Soil Contractor understands, agrees and acknowledges that, upon the execution of this document, this document waives rights unconditionally and is fully enforceable to extinguish all claims of Soil
Contractor as of the date of execution of this document by Soil Contractor. 
 This Soil Contractor’s Interim
Unconditional Lien Waiver has been executed by its duly authorized representative(s). 
  

			
	FOR REMEDIAL CONSTRUCTION SERVICES, L.P.:
	Applicable to Invoice(s) No. __
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-7 
 SUBCONTRACTOR’S FINAL CONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Major Subcontractors
and Major Sub-subcontractors with their invoice for final payment) 
 STATE OF
                                        
                 
 COUNTY/PARISH OF
                                     
 The undersigned,
                                 (“Subcontractor”), has, under an
agreement with Remedial Construction Services, L.P. (“Soil Contractor”), furnished certain materials, equipment, services, and/or labor for the facility known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2
Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 _________________________________________________________________________________________ (the “Property”). 
 Upon receipt of the sum of
U.S.$                    , Subcontractor waives, relinquishes, remits and releases any and all privileges and liens or claims of
privileges or liens against the Phase 2 Project and the Property, and all claims, demands, actions, causes of action or other rights at law, in contract, quantum meruit, unjust enrichment, tort, equity or otherwise against Cheniere Energy, Inc. or
Sabine Pass LNG, L.P. (collectively “Owner”) or Soil Contractor, which Subcontractor has, may have had or may have in the future arising out of the agreement between Subcontractor and Contractor or the Phase 2 Project, whether or not known
to Subcontractor at the time of the execution of this Subcontractor’s Final Conditional Lien and Claim Waiver. 
 Except for work and obligations that
survive the termination or expiration of the agreement between Subcontractor and Soil Contractor, including warranties and correction of defective work, Subcontractor represents that all of its obligations, legal, equitable, or otherwise, relating
to or arising out of the agreement between Soil Contractor and Subcontractor, the Phase 2 Project or sub-subcontracts have been fully satisfied. 
 This
Subcontractor’s Final Conditional Lien and Claim Waiver is freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Final Conditional Lien and
Claim Waiver, that it is fully informed with respect to the legal effect of this Subcontractor’s Final Conditional Lien and Claim Waiver, and that it has voluntarily chosen to accept the terms and conditions of this Subcontractor’s Final
Conditional Lien and Claim Waiver in return for the payment recited above. Subcontractor understands, agrees and acknowledges that, upon payment, this document waives rights and is fully enforceable to extinguish all claims of Subcontractor as of
the date of execution of this document by Subcontractor. 
 This Subcontractor’s Final Conditional Lien and Claim Waiver has been executed by its duly
authorized representative. 
  

			
	FOR SUBCONTRACTOR:
	 Applicable to Invoice No(s). ALL (If all, print “all”)

		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 FORM B-2-8 
 SUBCONTRACTOR’S FINAL UNCONDITIONAL LIEN AND CLAIM WAIVER 
 (To be executed by Major
Subcontractors and Major Sub-subcontractor as a condition of them receiving final payment) 
 STATE OF
                                        
                 
 COUNTY/PARISH OF
                                     
 The undersigned,
                                       
          (“Subcontractor”), has, under an agreement with Remedial Construction Services, L.P. (“Soil Contractor”), furnished certain materials, equipment, services, and/or labor
for the facility known as the Sabine Pass LNG Terminal Project (Phase 2) (the “Phase 2 Project”), which is located in Cameron Parish, State of Louisiana, and is more particularly described as follows: 
 ____________________________________________________________________________________________________________ 
 ____________________________________________________________________________________________________________ 
 ______________________________________________________________________________________ (the “Property”). 
 Subcontractor has been paid in
full for all work, materials, equipment, services and/or labor furnished by or on behalf of Subcontractor to or on account of Soil Contractor for the Phase 2 Project, and Subcontractor hereby waives waives, relinquishes, remits and releases any and
all privileges and liens or claims of privileges or liens against the Phase 2 Project and the Property, and all claims, demands, actions, causes of action or other rights at law, in contract, quantum meruit, unjust enrichment, tort, equity or
otherwise against Cheniere Energy, Inc. or Sabine Pass LNG, L.P. (collectively “Owner”) or Soil Contractor, which Subcontractor has, may have had or may have in the future arising out of the agreement between Subcontractor and Soil
Contractor or the Phase 2 Project, whether or not known to Subcontractor at the time of the execution of this Subcontractor’s Final Unconditional Lien and Claim Waiver. 
 Except for work and obligations that survive the termination or expiration of the agreement between Subcontractor and Soil Contractor, including warranties and correction of defective work, Subcontractor represents
that all of its obligations, legal, equitable, or otherwise, relating to or arising out of the agreement between Soil Contractor and Subcontractor, the Phase 2 Project or sub-subcontracts have been fully satisfied, including, but not limited to
payment to sub-subcontractors and employees of Subcontractor and payment of taxes. 
 This Subcontractor’s Final Unconditional Lien and Claim Waiver is
freely and voluntarily given and Subcontractor acknowledges and represents that it has fully reviewed the terms and conditions of this Subcontractor’s Final Unconditional Lien and Claim Waiver, and that it is fully informed with respect to the
legal effect of this Subcontractor’s Final Unconditional Lien and Claim Waiver. Subcontractor understands, agrees and acknowledges that, upon execution of this document, this document waives rights unconditionally and is fully enforceable to
extinguish all claims of Subcontractor as of the date of execution of this document by Subcontractor. 
 This Subcontractor’s Final Unconditional Lien
and Claim Waiver has been executed by its duly authorized representative. 
  

			
	FOR SUBCONTRACTOR:
	Applicable to Invoice No(s). ALL
		
	Signed:	 	  
	By:	 	  
	Title:	 	  
	Date:	 	  

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	Notice of Proposed Construction or Alteration-FAA Form 7460-1	 	14 CFR Part 77	 	Federal Aviation Administration (FAA)	 	Federal Aviation Administration, Southwest Regional Office-Air Traffic Airspace Branch, ASW-520,2601 Meachan Blvd., Fort Worth, TX 76137-4298 Phone: (817)222-5520	 	Construction or use of tall structures including cranes	 	Locations and dimensions of Tanks and any other significant structures	 	30 Days prior to the erection of the obstruction that exceeds 200 feet	 	An Obstruction Evaluation/Airport Airspace Analysis (OE/AAA) is required if the Facility will have structures greater than 200 feet or will be located less than 20,000 ft from an airport.
Although the Tanks are less than 200 feet tall, there are several public air strips in the vicinity; Therefore, it is advisable to notify FAA of the project so they can conduct an OE/AAA to determine if the Tanks will require any special marking or
additional lighting.
								
	Temporary emergency and non-emergency diesel powered electrical generators	 		 	Louisiana Department of Environmental Quality (LDEQ)	 		 	Operation and emissions of generator engine	 	Engine emissions based on manufacturer’s data must not exceed LCEQ limits. Exhaust emission test must be performed within 60 days of initial operation.	 	As required to support Permit requirement	 	Exhaust emission testing and reporting required with 60 days of initial operation.

  

 Page 1 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	Water Bottom Dredge Permit	 	LAC 76:X111.101	 	Louisiana Department of Wildlife and Fisheries (LOWF)	 	LDWF-Region V, 1213 N Lakeshore Dr., Lake
Charles, LA 70601 Phone:(337)491-2580	 	Dredging of fill material, sand and gravel from state-owned water bottoms	 		 	Prior to the mobilization of dredge equipment	 	
								
	Spill Prevention Plan	 		 	LDWF	 	Jim Hanifen, LDWF-Coastal Ecology Section,
2000 Quail Drive, Baton Rouge, LA 70898 Phone:(225)765-2379	 	Storage of petroleum products in coastal tidal areas.	 	LDWF can require that a plan to prevent spills from petroleum product storage tanks be submitted and approved. This is normally not required for small portable tanks used in construction work.
However, the LDWF must be contacted to determine requirement for the specific Site and tank installation	 	On or before mobilization at Site	 	Contractor to determine if needed and inform Owner.
								
	LDEQ hazardous waste stream notification	 		 	LDEQ	 		 	Generation of any amount of hazardous waste on the Site.	 	List of normal hazardous and class 1 wastes.	 	Not anticipated	 	If Owner has EPA ID number, Owner would provide notification to LDEQ.
								
	Fire Protection	 		 	Johnsons Bayou Fire Department	 	Johnsons Bayou Fire Department 155
Berwick Road; Cameron,
LA 70631 (337) 569-2119	 	Fire protection and mutual aid agreements	 		 	On or before mobilization of permitted structures are erected at the Site	 	It is not anticipated that these Permits will be required. Those that may apply pertain to occupied structures such as trailers.
								
	Air permit	 		 	LDEQ	 		 	Concrete Batch Plant	 		 	On or before mobilization of the batch plant to the Site	 	
								
	Occupancy Permit	 		 	Cameron Parish	 		 		 		 	On or before habitable structures are mobilized to the Site	 	

  

 Page 2 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	General Construction Permit	 		 	Cameron Parish Police Jury	 		 		 		 	As required to support permitted activities	 	
								
	LPDES hydrostatic test wastewater discharge permit	 		 	LDEQ	 	Permits Section, LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810
Phone:(225)219-3110	 	Discharge of hydrostatic test wastewater to surface waters	 		 	Prior to discharge of hydrotest water	 	

  

 Page 3 of 14 

 APPENDIX B-3 TO SOIL, CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	NGA Section 3 Application	 		 	U.S. Federal Energy Regulatory Commission (FERC)	 		 	LNG Facility	 	Environmental Resource Reports 1-13 submitted with FERC filing Environmental Information Request #1 Environmental Information Request #2 Environmental Information Response #3	 	NTP	 	
								
	Section 10/404 jurisdictional determination	 	33 CFR 320 to 330	 	U.S. Army Corps of Engineers (USACOE)	 	Bruce Bennet, U.S. Army Corps of Engineers, 2000
Fort Point Road, Galveston, TX 77550 Phone:(409)766-6389	 	Construction activities in lakes, streams, wetlands	 	Consultation Request for jurisdictional determination Request for appeal to jurisdictional determination Revised wetland delineation report	 	NTP or as specified in FERC Authorization	 	

  

 Page 4 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	Section 10/404 Construction Permit	 	33CFR 320 to 330	 	U.S. Army Corps of Engineers (USACOE)	 	Bruce Bennet U.S. Army Corps of Engineers, 2000 Fort Point Road, Galveston, TX 77550 Phone:(409)766-6389	 	Construction activities in lakes, streams, wetlands	 	 •      Design drawings for structures and shoreline protection

•      Description of overall project
 •      Delineation of wetland areas Revised permit-includes construction dock
 •      Revised Block 22 and Step 10 of 16 pages
 •      Revised Aquatic Resources Mitigation Plan
	 	NTP or as specified in FERC Authorization	 	
								
	Clarification on Anchorage	 	33CFR 320 to 330	 	U.S. Army Corps of Engineers (USACOE)	 	Bruce Bennet, U.S. Army Corps of Engineers, 2000
Fort Point Road, Galveston, TX 77550 Phone:(409)766-6389	 	Possible encroachment on designated Anchorage Area	 	Description of Project area anchorage/consultation Request for concurrence	 	NTP or as specified in FERC Authorization	 	
								
	Soil impacts coordination and seeding plan	 		 	Natural Resources Conservation Service	 	Charles Starkovich,
Lake Charles Service Center, 1400 Gertsner Memorial Dr., Lake Charles, LA 70601	 		 	Consultation	 	NTP or as specified in FERC Authorization	 	

  

 Page 5 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	EFH	 	Magnuson/ Stevens Act	 	NOAA Fisheries	 	NOAA
Fisheries: Baton
Rouge Field Office,
Kelly Shotts, c/o Louisiana State University, Military
Science Building,
Room 266, Baton
Rouge, LA 70803-7535, (225)
389-0508	 		 	Consultation	 	NTP or as specified in FERC Authorization	 	
								
	Federal Endangered Species Consultation	 	Magnuson/Stevens Act	 	NOAA Fisheries	 	NOAA
Fisheries: Southeast
Regional Office,
Chuck Orvitz/ Eric Hawk, 9721 Executive Center
Drive North, St. Petersburg, FL 33702	 		 	 •      Consultation for Project
 •      Dredged Material Placement Area Plan review
	 	NTP or as specified in FERC Authorization	 	
								
	Dredged Material Placement Area Plan	 	Magnuson/Stevens Act	 	NOAA Fisheries	 	NOAA
Fisheries: Baton
Rouge Field Office,
Kelly Shotts, c/o Louisiana State University, Military Science Building, Room 266, Baton Rouge, LA 70803-7535, (225) 389-0508	 		 	 •      Consultation for EFH
 •      Consultation letter re: construction dock and Aquatic Resources Mitigation
Plan
	 	NTP or as specified in FERC Authorization	 	

  

 Page 6 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	Federal Endangered Species Consultation	 	Section 7 of the Endangered Species Act (ESA)	 	U.S. Fish and Wildlife Service	 	Bridgett Firmin,
USFWS, 646
Cajundome Blvd., Suite 400, Lafayette, LA 70506
Phone:(337) 291-3100	 	Impacts to listed threatened and endangered species	 	Consult with NOAA Fisheries for EFH and offshore T/E potential impacts, and consult with USACOE for wetlands	 	NTP or as specified in FERC Authorization	 	
								
	Radio License	 		 	Federal Communications Commission	 		 		 		 	Mobilization to Site	 	
								
	Tribal Groups Consultation	 	Section 106 of the National Historic Preservation Act	 	Bureau of Indian Affairs	 	Tom Parry, 1302 East
Central Blvd.,
Anadarko, OK 73005	 		 	Consultation	 	NTP or as specified in FERC Authorization	 	
								
	Construction within a floodplain	 		 	Federal Emergency Management, Region VI	 	David Helgel/Cartton Watts
Federal Regional Center, 800 North
Loop 288
Denton, TX 76209	 	 Construction within a
 floodplain
	 	consultation	 	NTP or as specified in FERC Authorization	 	
								
	Navigation and Marine Safety issues associated with the LNG terminal ship traffic	 		 	United States Coast Guard	 	Caption Sharon
Richey, USCG
Commanding officer
US Coast Guard Marine Safety Office 2875 Jimmy Johnson Blvd.
Port Arthur, Tx 77640	 	Navigation and Marine Safety issues associated with the LNG terminal ship traffic	 	 •      Consultation
 •      Disabled Ships simulation memo
	 	NTP or as specified in FERC Authorization	 	

  

 Page 7 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	New Source Review Preconstruction Permit (Prevention of Significant Deterioration and Non-Attainment Review)	 	LAC 33:111.509	 	Louisiana Department of Environmental Quality (LDEQ)	 	Tegan Treadaway,
LDEQ Air Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810
Phone:(225) 219-3082	 	Construction of major source of air pollution	 	 •      Air pollution emissions and control equipment data
 •      Locations and dimensions of major structures
 •      Air quality impact modeling
 •      BACT/LAER determinations
 •      Identification of emission offsets for non-attainment areas
 •      Addendum to air permit, officially added turbines to application
	 	NTP or as specified in FERC Authorization	 	
								
	Non-attainment review for air permit	 		 	Texas Commission on Environmental Quality, Air Permits Division	 	Dale Beebe Farrow or James Red, P.O. Box 13087, Austin, TX 78711-3087	 		 	Non-attainment review for air permit consultation	 	NTP or as specified in FERC Authorization	 	
								
	Surface Water Acquisition Permit (Greater than 10-acre feet)	 		 	Texas Commission on Environmental Quality	 	Water Rights Permitting Group -Attn: Kellye Rila (MC 160). 12100 Park 35 Circle, Austin Texas 78753	 		 	Information on source and quantities of surface water to be acquired in Texas state waters for hydrostation test water	 	NTP or as specified in FERC Authorization	 	
								
	Groundwater Certification as a part of the air permit approval process	 		 	LDEQ	 	Environmental Technology Division, Travis Williams,
Phone: (225) 219-3290	 	Air Permit	 	groundwater certification letter and package	 	NTP or as specified in FERC Authorization	 	

  

 Page 8 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	 	 REGULATORY
REFERENCE
	 	 RESPONSIBLE
AGENCY
	 	 AGENCY CONTACT
INFORMATION
	 	 REGULATED
ACTIVITY
	 	 TECHNICAL
 INFORMATION
 NEEDED FOR
 APPLICATION
	 	 DATE
REQUIRED
	 	 COMMENTS

	Spill Prevention, Control and Countermeasure Plan (SPCC) for Operating Facility	 	40 CFR Part 112	 	LDEQ	 		 	Onsite storage of oil in quantities greater than threshold amounts	 	 1. Oil storage inventory including maximum capacity
 2.
Description of measures to prevent an oil spill
 3. Description of how personnel will respond to an oil spill
	 	Prior to RFCD	 	
								
	RCRA Small Quantity Hazardous Waste Generator Identification Number	 	40 CFR Part 261	 	LDEQ	 	Call DEQ, Jesse
Chang 225-219-3071,
or Tom Killeen 225-219-3097 to find out where to send this or if it is required.	 	Onsite presence of hazardous waste in quantities greater than threshold amounts	 	Expected hazardous waste accumulation	 	NTP or as specified in FERC Authorization	 	Required if hazardous waste will exceed the 100 kg/month threshold. Contractor to confirm quantity to determine if needed. Owner still gets generator ID number.
								
	Water Quality Certification, Section 401 of CWA	 		 	LDEQ	 	Larry Wiesepape,
Ph.D., LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810
Phone:(225) 219-3016	 	Triggered by application for a USACOE Section 404 Permit	 	 •      Submitted as a part of the CUP and IP
 •      Consultation for modified construction dock area and Aquatic Resources Mitigation
Plan
	 	NTP or as specified in FERC Authorization	 	
								
	LPDES sanitary wastewater discharge permit	 		 	LDEQ	 	Permits SEction,
LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810
Phone:(225) 219-3112	 	Discharge of sanitary wastewater	 	 •      Water balance diagram
 •      Expected wastewater flows and characteristics
	 	NTP or as specified in FERC Authorization	 	

  

 Page 9 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
 APPROVAL
	  	REGULATORY
REFERENCE	  	RESPONSIBLE
AGENCY	  	 AGENCY CONTACT
INFORMATION
	  	REGULATED
ACTIVITY	  	 TECHNICAL
INFORMATION
NEEDED FOR
APPLICATION
	  	DATE
REQUIRED	  	COMMENTS
	LPDES Storm Water Multi-sector General Permit (combined facilities)/ industrial water discharge permit application form SCC-2	  		  	LDEQ	  	Yvonne Wingate, LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810 Phone:(225)219-3111	  	Storm water
runoff	  	Must develop Storm Water Pollution Prevention Plan, including:- site description-pollution and erosion control measures- maintenance procedures	  	Prior to
RFCD	  	
								
	LPDES Storm Water Construction Permit Notice of Intent	  		  	LDEQ	  	Darlene Bernard, LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810 Phone:(225)219-3112	  	Storm water
runoff	  	Notice of Intent	  	NTP or as
specified in
FERC
Authorization	  	
								
	LPDES Storm Water Construction Permit Notice of Termination	  		  	LDEQ	  	Darlene Bernard, LDEQ Water Permit Division, 7290 Bluebonnet, Baton Rouge, LA 70810 Phone:(225)219-3112	  	Storm water
runoff	  	Notice of Termination	  	Prior to
RFCD	  	
								
	Dredged Material Placement Area Plan	  		  	LDEQ	  		  		  	Dredged Material Placement Area Plan review	  	NTP or as
specified in
FERC
Authorization	  	

  

 Page 10 of 14 

 APPFNDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
 APPROVAL
	  	REGULATORY
REFERENCE	  	RESPONSIBLE
AGENCY	 	 AGENCY CONTACT
INFORMATION
	  	REGULATED
ACTIVITY	 	 TECHNICAL
INFORMATION
NEEDED FOR
APPLICATION
	  	DATE
REQUIRED	  	COMMENTS
	State threatened and endangered species clearance	  	NEPA/FERC	  	Louisiana
Department
of Wildlife
and
Fisheries
(LDWF)
and U.S.
Fish and
Wildlife	 	Fred Dunham, LDWF, 2000 Quail Drive, Baton Rouge, La. 70808 Phone:(225) 765-2346	  	Assessment
of site
habitation
by listed
(threatened or
endangered)
species	 	 •    Consultation
 •    Dredged Material Placement Area Plan review
 •    Warmwater Fisheries Time of Year Restrictions
 •    Response from LDWF to CMD
re: CUP P20040708
 •    Consultation for approval of revised construction dock
	  	NTP or as
specified in
FERC
Authorization	  	
								
	Coastal Use Permit	  		  	Louisiana
Department
of Natural
Resources
(LDNR)	 	Rocky Hinds/Chris Davis, LDNR, 617 North Third Street, Baton Rouge, LA 70802-5428 Phone:(504)342-7591	  	Construction
in coastal
management
zone	 	 •    Solicitation of Views
 •    Same as for USACOE permit, and additional information on CY of disturbance in all land
types.
 •    Revised permit application, includes construction dock
 •    Revised Step 10 of 16 and Block 22
 •    Revised Aquatic Resources Mitigation Plan
 •    Summary report of subsurface investigation
	  	NTP or as
specified in
FERC
Authorization	  	

  

 Page 11 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	  	REGULATORY
REFERENCE	  	RESPONSIBLE
AGENCY	 	 AGENCY CONTACT
INFORMATION
	  	REGULATED
ACTIVITY	  	 TECHNICAL
INFORMATION
NEEDED FOR
APPLICATION
	  	 DATE REQUIRED
	  	COMMENTS
	Beneficial Use Plan for Dredge Material	  		  	Louisiana
Department
of Natural
Resources
(LDNR)	 	Rocky Hinds/Chris Davis, LDNR, 617 North Third Street, Baton Rouge, LA 70802-5428 Phone:(504)342-7591	  	Dredge Material
Placement	  	Dredged Material Placement Area Plan review	  	NTP or as specified in FERC Authorization	  	
								
	Commercial Water Bottom Lease	  		  	Louisiana
State Land
Office	 	Synthia Marcelin, SLO, P.O. Box 44124, Baton Rouge, LA 70814-4124 Phone: (225) 342-0120	  		  	A commercial water bottom lease for the proposed Project will be required, including the construction dock area.	  	NTP or as specified in FERC Authorization	  	
								
	Historic Preservation Approval-Section 106 Environmental Review (applies to entire site)	  		  	Louisiana
Division of
Historic
Preservation
(LDHP)	 	Pam Breaux-State Historic Preservation Officer (Rachel Watson/Duke Rivet-contact), Capital Annex Building 1051 North Third Street Baton Rouge, LA 70804, (225) 342-8170	  	Federal
oversight
requires
compliance
with
Section 106	  	 •    Phase 1 Survey Report
 •    Unanticipated Discoveries Plan review
 •    Dredged Material Placement Area Plan review
 •    Updated Unanticipated Discoveries Plan
 •    Final Phase 1 Survey Report (terminal and pipeline combined)
 •    Consultation for approval of revised construction dock
	  	NTP or as specified in FERC Authorization	  	
								
	Creole Nature Trail view shed	  	NEPA	  	Louisiana
Department
of Culture,
Recreation
and
Tourism	 	Chuck Morse, Capitol Annex Building, Rm. 1051, North 3rd St.,
Baton Rouge, LA 70802, (225)-342-1896	  		  	consultation	  	NTP or as specified in FERC Authorization	  	

  

 Page 12 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
APPROVAL
	  	REGULATORY
REFERENCE	  	 RESPONSIBLE
AGENCY
	  	 AGENCY CONTACT
INFORMATION
	  	REGULATED
ACTIVITY	  	 TECHNICAL
INFORMATION
NEEDED FOR
APPLICATION
	  	DATE
REQUIRED	  	COMMENTS
	Traffic data for SH82	  	NEPA/FERC	  	Louisiana Department of Transportation and Development	  	Steve Jites, 5827 Hwy 90 East, Lake Charles, LA 70615, 337-437-9105	  		  	request for traffic information for SH 82	  	NTP or as
specified in
FERC
Authorization	  	
								
	Building Permit	  		  	Cameron Parish	  	Tina Horn, 110 Smith Circle, Cameron, LA 70631 Phone:(337) 775-5718 (ext. 115)	  	Design and
installation of
fire sprinkler
and
deluge systems	  	 •    Consultation
 •    Site plan and description of facility components
	  	NTP or as
specified in
FERC
Authorization	  	
								
	Permit for Construction in a Zone “VE” or Variance as: functionality dependent use, Floodplain Development Permit	  		  	Cameron Parish Floodplain Administrator	  	Tina Horn/Tammy Trahan, 110 Smith Circle, Cameron, LA 70631 Phone:(337) 775-5718 (ext. 115)	  	Construction
of facilities
and buildings	  	 •    Submit Individual Permit application package
 •    Revised Permit application
 •    Revised Step 10 of 16 and Block 22
 •    Indemnification and Roadway Easement permits/approvals
 •    Revised Aquatic Resources Mitigation Plan
	  	NTP or as
specified in
FERC
Authorization	  	
								
	Native American consultation	  	NEPA,
Section 106	  	Caddo Nation	  	Mr. Bobby Gonzales, Highway 152 and Highway 281, Binger, OK 73009,405-656-2344	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	
								
	Native American consultation	  	NEPA,
Section 106	  	Alabama-Coushatta Tribe of Texas	  	Ms. Debbie Thomas, 571 State Park Road 56,936-563-1100	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	

  

 Page 13 of 14 

 APPENDIX B-3 TO SOIL CONTRACT 
 OWNER and CONTRACTOR Furnished Permits 
  

															
	 PERMIT OR
 APPROVAL
	  	REGULATORY
REFERENCE	  	RESPONSIBLE
AGENCY	  	 AGENCY CONTACT
INFORMATION
	  	REGULATED
ACTIVITY	  	TECHNICAL
INFORMATION
NEEDED FOR
APPLICATION	  	DATE
REQUIRED	  	COMMENTS
	Native American consultation	  	NEPA,
Section 106	  	Coushatta
Tribe of
Louisiana	  	Coushatta Tribal Council, 1940 CC Bell Road, Elton, LA 70532,337-584-2261	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	
								
	Native American consultation	  	NEPA,
Section 106	  	Chitimaca
Tribe of
Louisiana	  	Kimberly Waldon, Cultural Development 105 Houma Drive, Charenton, LA 70523, (337)-923-9923.	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	
								
	Native American consultation	  	NEPA,
Section 106	  	Jena
Band of
Choctaw	  	Ms. Christine Norris, 14025 Highway 84 West, Trout, LA 7137, 318-992-2717	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	
								
	Native American consultation	  	NEPA,
Section 106	  	Tunica-
Biloxi
Tribe	  	Mr. Earl Barby, 151 Melacon Dr., Marksville, LA 71351, 318-253-9767	  		  	consultation	  	NTP or as
specified in
FERC
Authorization	  	

  

 Page 14 of 14 

 

 

			
	 Name ot Contract Holder:
 Contract Construction
Period:
 Enterprise Zone Contract #:
	  	Page              of             

  

													
	 SCHEDULE C - Purchased by
Contractor and Taxes Paid to Vendor
	  	 
	 Contractor
 Name
	  	 Vendor
Name
	  	 Vendor
Invoice #
	  	 Delivery
Date
	  	 Purchase
Amount
	  	 4% State Sales
Tax Paid
	  	 Description

		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
	 Page/Grand Total
	  		  		  	

					
	 Name of Contract Holder:
 Contract Construction
Period:
 Enterprise Zone Contract #:
	  	 ABC INC.
 07/01/1997 thru 08/30/1998
 970000
	  	Page 6 of 9

  

													
	 SCHEDULE C - Purchased by
Contractor and Taxes Paid to Vendor
	 	 
	 Contractor
 Name
	 	 Vendor Name
	 	 Vendor
Invoice #
	 	 Delivery
Date
	 	 Purchase
Amount
	 	 4% State Sales
Tax Paid
	 	 Description

	T A John Contractor	 	Smith Building Co	 	12345	 	09/10/1997	 	13.20	 	.53	 	Lumber
	T A John Contractor	 	Smith Building Co	 	67890	 	09/23/1997	 	60.02	 	2.40	 	Lumber, fasteners, caulk
	Billy Blair Contracting	 	Southern Building Supply	 	62630	 	09/29/1997	 	83.84	 	3.35	 	Nails
	Billy Blair Contracting	 	Harris Paint Co	 	78901	 	05/29/1998	 	4.96	 	.20	 	Paint
		 		 		 		 		 		 	
		 		 		 		 		 		 	
		 		 		 		 		 		 	
		 		 		 		 		 		 	
	EXAMPLE
		 		 		 		 		 		 	
		 		 		 		 		 		 	
		 		 		 		 		 		 	
		 		 		 		 		 		 	
	Page/Grand Total	 	162.02	 	6.48	 	

			
	 Name of Contract Holder:
 Contract Construction
Period:
 Enterprise Zone Contract #:
	  	Page              of             

  

			
	 SCHEDULE CA - Purchased by Contractor and No
Taxes Paid to Vendor
	  	 
	 Contractor Name:
 Louisiana Dept. of Revenue Sales/Use Tax Account #:
	  	 4% State Use Tax Accrued

													
	 Vendor
 Name
	  	 Vendor
 Invoice #
	  	 Delivery
Date
	  	 Purchase
Amount
	  	 Description
	  	 Tax
 Period
	  	 Amount

		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
	 Page/Grand Total
	  		  	Page/Grand Total	  	

					
	 Name of Contract Holder:
 Contract Construction
Period:
 Enterprise Zone Contract #:
	  	 ABC INC Contract
 07/01/1997 thru 08/30/1998

970000
	  	Page 5 of 10

  

			
	 SCHEDULE CA - Purchased by Contractor and No
Taxes Paid to Vendor
	  	 
	 Contractor Name: MLF Contractors, Inc.
 Louisiana Dept. of Revenue Sales/Use Tax Account #: 2345678-003
	  	 4% State Use Tax Accrued

													
	 Vendor Name
	  	Vendor
Invoice #	  	Delivery
Date	  	Purchase
Amount	  	 Description
	  	Tax
Period	  	Amount
	 Midland Steel, Inc.
	  	1116993	  	12/28/1997	  	55,515.00	  	Steel beams	  	12/1997	  	2,220.60
	 Toolman Co.
	  	2654879	  	01/11/1998	  	4,001.00	  	Dies	  	01/1998	  	160.04
	 Beck Steel, Inc.
	  	123789	  	03/01/1998	  	694.40	  	Steel	  	06/1998	  	27.78
	 Capitol Electric Co.
	  	46805	  	03/13/1998	  	2,120.00	  	Switches	  	05/1998	  	84.80
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
		  		  		  		  		  		  	
	 Page/Grand Total
	  		  	62,330.40	  	Page/Grand Total	  	2,493.22

 Execution Version 
 SABINE PASS LNG, L.P. 
 SABINE PASS LNG RECEIVING, STORAGE AND REGASIFICATION
TERMINAL PROJECT 
 SOIL IMPROVEMENT 
 ENGINEER, PROCURE AND CONSTRUCT (EPC) SOIL CONTRACT 
 EXHIBIT “C” 
 FORM “A” SCHEDULE OF QUANTITIES AND PRICE 
 TABLE OF CONTENTS 
  

			
	 FORM
	  	 TITLE

		
	 FORM A
	  	 SCHEDULE OF QUANTITIES AND PRICE

		
	 FORM A-1
	  	 SCHEDULE OF PRICES

		
	 FORM A-2
	  	 UNIT PRICES FOR CHANGES (MATERIALS & INSTRUMENTS)

		
	 FORM A-3
	  	 CRAFT RATES FOR CHANGES

		
	 FORM A-4
	  	 EQUIPMENT RATES FOR CHANGES

		
	 FORM B
	  	 CONSTRUCTION PLANT AND EQUIPMENT LIST

  

					
		 	C-1	 	 Exhibit C
 Soil
Contract

 FORM “A” SCHEDULE OF QUANTITIES AND PRICES 
  

	1.0	WORK TO BE PERFORMED 

 Engineer, procure and
construct the soil improvement Work, all strictly in accordance with the requirements of the Soil Contract Documents. 
  

	2.0	ESTIMATED SOIL CONTRACT PRICE 

  

	 	•	 	The Parties estimate that the total of all Unit Prices will be $28,500,000.00. 

 The breakdown of this Soil Contract Price against unit pay items is detailed on Form “A-1”. The actual quantities of Work performed by SOIL CONTRACTOR may vary up or down from this estimate based on
written directives from PURCHASER. As set forth in SC-14, SOIL CONTRACTOR shall not be entitled to any adjustment to the Unit Prices based on any variation from the estimated quantities in the actual quantities of Work performed by SOIL CONTRACTOR.
This is a Unit Price contract. 
  

	3.0	LETTER OF CREDIT 

 SOIL CONTRACTOR shall be
reimbursed at cost for the following securities when supported by a proper invoice, but not to exceed: 
 3.1 Irrevocable Letter Of Credit
will issued in substantially the form set forth in Exhibit “B” Appendix B-6 in the amount of $2,850,000. 
 Cost of securities in
the form of irrevocable letters of credit shall not exceed two percent (2%) of the security value per year. 
 These not to exceed
amounts are listed as separate cost reimbursable pay items on Form A-1. 
  

	4.0	MEASUREMENT FOR PAYMENT 

  

	 	4.1	PAYMENT 

 Payment in accordance with Form A-1
“Schedule of Prices” shall be full compensation for all work complete in place in accordance with the Soil Contract. 
  

	 	4.2	MEASUREMENT FOR PAYMENT 

  

	 	4.2.1 	Mobilization: 

 Measurement for payment of Mobilization
shall include the completion of principle activities described or implied in the Soil Contract necessary to fully progress the execution of the Work in accordance with the Soil Contract Milestone Dates. Mobilization activities shall include the
preparation of laydown areas; mobilization of personnel, materials, tools, construction equipment and consumables, erection of temporary facilities; submittal of required documentation (plans, procedures, insurance, security bonds, etc.).

 Payment will be made on a Unit Price basis unless otherwise determined by PURCHASER. The exception will be the down-payment which will be
made upon a lump sum basis. 
  

 C-2 

	 	4.2.2 	Demobilization: 

 Measurement for pay of Demobilization
shall include all activities required to remove all SOIL CONTRACTOR-furnished materials, equipment, and facilities, and bringing the Phase 2 Site back to a condition suitable for further development in a manner acceptable to the PURCHASER.
Activities include the inventory, as-built drawings, closeout and return of all unused PURCHASER-furnished materials. Payment will be a lump sum payment. 
  

	 	4.2.3 	Unit Price Pay Items (All Other) 

 Measurement for payment
of all Unit Price pay items, except for Mobilization, Demobilization and at-cost irrevocable letters of credit shall include all activities described or implied in the Soil Contract necessary to provide each representative pay item complete and
satisfactory in PURCHASER’s opinion. 
  

	5.0	UNIT PRICES AND RATES FOR CHANGES 

 The Unit Prices
set forth on Form A-2 “Unit Prices For Work, Materials and Instrumentation” shall be full and complete compensation for additional Work or credit for deleted Work. 
 The rates set forth on Form A-3 “Schedule of Unit Prices for Crafts” and Form A-4 “Unit Prices for Equipment” shall be full and
complete compensation for additional Work or credit for deleted Work and complete compensation for use of SOIL CONTRACTOR’S listed plant or equipment for changed work. The Unit Prices set forth in Forms “A-2”, “A-3”,
“A-4” are inclusive of overhead and profit. 
  

	6.0	ADJUSTMENTS 

 All Unit Prices are fixed for the
duration of the Soil Contract and are not subject to escalation for any cause. Payment of Unit Prices for performance of the Work shall constitute full payment for such performance and covers all costs of whatever nature incurred by SOIL CONTRACTOR
in accomplishing the Work in accordance with the provisions of this Soil Contract. 
 SOIL CONTRACTOR shall maintain all Work in progress
until it is accepted. SOIL CONTRACTOR shall repair, rework or replace as necessary any Work damaged or lost due to normal wear and tear, anticipated events, or conditions within its control. No separate payment shall be made for such maintenance
costs which are deemed included in the original Soil Contract Price. Any failure to maintain the Work shall be considered a Defect in accordance with the General Condition titled “WARRANTY.” 
  

	7.0	REQUIRED SUBMITTALS 

 The following submittals are
prerequisite to payment for mobilization: 
  

	 	7.1	Soil Contract Schedule; 

  

	 	7.2	Insurance Certificates and Securities in the prescribed form; 

  

	 	7.3	Safety and Health Plan; 

  

	 	7.4	Quality Assurance/Control Program/Plan; 

  

	 	7.5	Technical procedures (as shown in Exhibit D, Scope of Work, Technical Specifications, and Reports); 

  

	 	7.6	Letter Of Credit 

  

 C-3 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 EXHIBIT “C”, FORM A-1 ESTIMATE AND DESIGNATION
OF UNIT PRICES 
  

													
	 ITEM No.
	  	 PAY ITEM DESCRIPTION
	  	UNITS	  	UNIT OF
MEASURE	  	UNIT PRICE	  	EXTENDED
PRICE
	 1.0
	  	MOBILIZATION & DEMOBILIZATION	  		  		  	$	145,000.00	  		
	 1.1
	  	Mobilization	  	1	  	Lot	  			  	$	145,000.00
	 1.2
	  	Demobilization	  	1	  	Lot	  	 	N/C	  	 	N/C
	 2.0
	  	SOIL IMPROVEMENT, DRAINS & INSTRUMENTS	  		  		  			  		
	 2.1A
	  	Tank Area General Site Soil Improvement (14 FT)	  	566,818	  	CY	  	$	28.27	  	$	16,023,944.86
	 2.1B
	  	Pipe Rack Area Soil Improvement (7 FT)	  	61,850	  	CY	  	$	28.27	  	$	1,748,499.50
	 2.1C
	  	Pipe Rack & Process Area Soil Improvement (4 FT)	  	60,231	  	CY	  	$	28.27	  	$	1,702,730.37
	 2.1C
	  	Temporary Facilities Soil Improvement (3 FT)	  	154,880	  	CY	  	$	28.27	  	$	4,378,457.60
	 2.2
	  	Tank Containment Dike Area - Vertical Nilex Wick Drains	  	3,494,010	  	LF	  	$	0.53	  	$	1,851,825.30
	 2.3
	  	Tank Containment Dike Area - Horizontal Nilex Drains	  	103,600	  	LF	  	$	3.60	  	$	372,960.00
	 2.4
	  	Inclinometers	  	60	  	Each	  	$	2,515.91	  	$	150,954.60
	 2.5
	  	Vibrating Wire Piezometers	  	33	  	Each	  	$	5,380.71	  	$	177,563.43
	 2.6
	  	Settlement Platforms	  	31	  	Each	  	$	1,228.12	  	$	38,071.72
	 2.7
	  	Stabilize-Construct LNG Sumps	  	2	  	Each	  	$	269,386.67	  	$	538,773.34
	 2.8
	  	Night Shift Work	  	120	  	Days	  	$	3,500.00	  	$	420,000.00
	 2.9
	  	Sulfate Testing	  	60	  	Each	  	$	250.00	  	$	15,000.00
	 3.0
	  	DIKE CONSTRUCTION	  		  		  			  		
	 3.1
	  	Dike Construction	  	3,736	  	LF	  	$	242.57	  	$	906,241.52
		  		  		  		  			  	 	 
		  	SUBTOTAL SOIL IMPROVEMENT WORK	  		  		  			  	$	28,470,022.24
		  		  		  		  			  	 	 
	 4.0
	  	SECURITY (REIMBURSIBLE COSTS)	  		  		  			  		
	 4.1
	  	Letter of Credit	  	1	  	Lot	  	$	29,769.09	  	$	56,940.04
		  		  		  		  			  	 	 
		  	GRAND TOTAL (USD)	  		  		  			  	$	28,526,962.28
		  		  		  		  			  	 	 

  

 C-4 
 Soil Contract 

 Execution Version 
  

 SABINE PASS 
 LNG RECEIVING, STORAGE AND REGASIFICATION 
 TERMINAL PROJECT 
 EXHIBIT “D” 
 SCOPE OF WORK AND TECHNICAL SPECIFICATIONS 
 to 
 SOIL IMPROVEMENT 
 ENGINEER, PROCURE
AND CONSTRUCT (EPC) 
 SUBCONTRACT 
  

 TABLE OF CONTENTS 
 EXHIBIT “D” SCOPE OF WORK AND TECHNICAL SPECIFICATIONS 
  

					
	 1.0
	  	SCOPE OF WORK	  	1
		  	 1.1     SITE CONDITIONS
	  	1
	 2.0
	  	SUMMARY OF WORK INCLUDED	  	1
	 3.0
	  	GENERAL SITE IMPROVEMENT	  	2
	 4.0
	  	TANK CONTAINMENT DIKE AREA - WICK DRAINS	  	2
		  	 4.1     DEEP SOIL MIX STABILIZATION FOR LNG SUMPS
	  	3
		  	 4.2     INSTRUMENTATION
	  	3
		  	 4.3     DIKE CONSTRUCTION
	  	4
		  	 4.4     WETLANDS
	  	5
		  	 4.5     GENERAL REQUIREMENTS
	  	5
		  	 4.6     TEMPORARY ROADS
	  	6
		  	 4.7     AGGREGATE/GEOTEXTILE FABRIC
	  	6
		  	 4.8     SURVEY
	  	6
		  	 4.9     FIELD AND LAB TESTING
	  	6
		  	 4.10   SITE ENVIRONMENTAL PLAN
	  	7
	 5.0
	  	WORK NOT INCLUDED	  	7
	 6.0
	  	REVIEWS	  	7
	 7.0
	  	CONSTRUCTION	  	7
		  	 7.1     TEMPORARY WORKS
	  	7
		  	 7.2     TRANSPORTATION
	  	8
	 8.0
	  	ACCEPTANCE CRITERIA - TECHNICAL OPTIONS	  	8
	 9.0
	  	FIELD EXECUTION PLAN	  	8
	 10.0
	  	TECHNICAL SPECIFICATIONS	  	9
	 11.0
	  	REPORTS	  	10
	 12.0
	  	ATTACHMENTS	  	10

 EXHIBIT “D” 
 SCOPE OF WORK AND TECHNICAL SPECIFICATIONS 
  

	1.0	SCOPE OF WORK 

 SOIL CONTRACTOR shall provide all
Engineering, Procurement, Construction and other Work necessary to complete Soil Improvement. Work shall be performed in accordance with this Exhibit “D,” all drawings, specifications, data, referenced documents and Exhibits forming a part
of the Soil Contract. 
 Work includes, but is not limited to design, engineering, surveying, estimating, procurement and transportation of
materials, equipment, labor, supervision and construction activities necessary to complete the Work. 
 Work excluded from this Soil Contract
is described below in Section 3.0 titled “WORK NOT INCLUDED”. 
  

	 	1.1	SITE CONDITIONS 

 PURCHASER shall provide the
following data for use in the design and construction of Soil Improvement: 
  

	 	•	 	Site location plan(s); 

  

	 	•	 	Final geotechnical data reports. 

  

	2.0	SUMMARY OF WORK INCLUDED 

 In general, the Work
shall include, but is not limited to, the following: 
  

	 	1.	Mobilization and demobilization; 

  

	 	2.	Moving equipment between locations and setups; 

  

	 	3.	Installing all temporary or permanent products (i.e. geotextiles, wick drains, gravel drainage etc.) required for installation or performance of Work described herein;

  

	 	4.	Establishing rough grading & drainage during and upon completion of soil improvements and dike construction; 

  

	 	5.	Preaugering, drilling, spudding, mixing, drying or other means necessary to permit access and installation of wick drains or deep soil mix columns or required soil stabilization;

  

	 	6.	Surveying services to execute and complete the Work; 

  

	 	7.	Coordinating with other Site construction activities; 

  

 1 

	 	8.	Installation records, including as-built locations/depths and related reports; 

  

	 	9.	Quality control testing; 

  

	 	10.	Purchasing and installing instrumentation in the dike area; 

  

	 	11.	Excavating a portion of the stabilized soils for use in dike construction; 

  

	3.0	GENERAL SITE IMPROVEMENT 

 Constructing the dikes,
including temporary and permanent access ramps, less closure sections after PURCHASER’S Phase 2 Tank erector completes construction or releases the Work areas. 
 SOIL CONTRACTOR shall complete cement-based, or other suitable reagent, modification of existing dredge fill in the entire area extending approximately 50 feet outside of the containment dikes for the Phase 2 Tanks as
shown on the design drawings. The plan area to be treated is estimated at 3,130,273 square feet. These quantities are estimates only; SOIL CONTRACTOR shall verify the actual limits and quantities of the Work. 
 The material in the Phase 2 Tank area must be treated uniformly, over the approximate 14 feet depth of treatment such that a consistent and uniform
strength of not less than 25 pounds per square inch (psi) is achieved. Work includes evaluation, procurement, design, and field execution. Removal or otherwise mitigating obstructions is included in the Scope of Work. This may include removal of any
unsuitable materials such as brush, shrubs etc. to an on-Site area designated by PURCHASER. 
 The Work in the pipe rack and process area must
be treated uniformly, over a 7 foot depth when these areas exist on the dredge pile, and over a 4 foot depth when these area are not on the dredge pile such that a consistent and uniform strength of not less than 25 pounds per square in (psi) is
achieved. Work includes evaluation, procurement, design, and field execution. Removal or otherwise mitigating obstructions is included in the Scope of Work. This may include removal of any unsuitable materials such as brush, shrubs etc. to an
on-Site area designated by PURCHASER. 
 The Work in the Temporary Facilities Area must be treated uniformly, over a 4 foot depth such that a
consistent and uniform strength of not less than 25 pounds per square in (psi) is achieved. Work includes evaluation, procurement, design, and field execution. Removal or otherwise mitigating obstructions is included in the Scope of Work. This may
include removal of any unsuitable materials such as brush, shrubs etc. to an on-Site area designated by PURCHASER. 
  

	4.0	TANK CONTAINMENT DIKE AREA - WICK DRAINS 

 SOIL
CONTRACTOR to procure and install wick drains to the limits shown on the drawings. 
  

 2 

 Stabilization of existing soft soils (natural soils and dredge spoil) is anticipated to extend
approximately 90 feet deep over and estimated 3,736 linear feet of dike, and a treatment width of 180 feet maximum. Note: These quantities are estimates only and SOIL CONTRACTOR shall verify the actual limits and quantities of Work. 
 Wick drains shall be installed at 4 feet on center spacing (not greater than 4 feet). Work includes procurement of all materials, test sections and field
execution. 
  

	 	4.1	DEEP SOIL MIX STABILIZATION FOR LNG SUMPS 

 SOIL
CONTRACTOR shall design, procure and install deep soil mixing retaining gravity wall system to allow construction and use of each of two LNG sumps. SOIL CONTRACTOR shall select the appropriate target unconfined strength for the soil mix, and prepare
complete calculations showing lateral and basal stability of the open cut. 
 SOIL CONTRACTOR shall design and determine the required soil
treatment limits (horizontally and vertically) to ensure the lateral and basal stability of a free standing excavation to ensure it can be safely excavated by SOIL CONTRACTOR. Work includes evaluation, design, test sections and field execution, and
removal or mitigation of obstructions required to provide deep soil mix stabilization for LNG sumps. 
  

	 	4.2	INSTRUMENTATION 

 SOIL CONTRACTOR shall procure, and
install instrumentation per Project Specification 3PS-CGOQ-FQ001 titled “SOIL IMPROVEMENT’. Instrumentation installed as part of the Work includes inclinometers, vibrating wire piezometers and settlement platforms and all associated
equipment. Instruments manufactured by Slope Indicator, as listed below, may be used in the instrumentation program. PURCHASER-approved equivalent instruments (or better) manufactured by others may be substituted. 
 Instrumentation for piezometers shall consist of a 250-psi range piezometer (part # 52611040), signal cable (part # 50613324), terminal box (part #
57711600), data recorder (part # 52613500), 4-level housing, slip couplings, and 1-inch diameter PVC pipe. 
 Instrumentation for
inclinometers shall consist of 85 mm diameter quick connect inclinometer casing (part # 51150310), data readout (part # 50310900), probe (part # 50302500), 100 feet of control cable (part # 50601002), and top cap (part # 51100500). One casing pulley
to facilitate probe insertion (part # 51104606) shall be provided for each inclinometer. 
 Settlement platforms shall consist of plates (at
least 2 ft square) made of steel with a 1-in rod attached to the plate. Installation to include a protective PVC sleeve around the rod. A settlement platform schematic is shown below. 
  

 3 

 SOIL CONTRACTOR shall install instrumentation in the dike areas prior to starting dike construction.
These instruments are intended to continuously monitor soil and water conditions during construction. SOIL CONTRACTOR shall execute the Work in such a way as to maintain and protect alt installed instrumentation. 
 During construction SOIL CONTRACTOR shall modify or repair installed instruments as necessary to maintain their function and ready access to them by
PURCHASER. Such modifications may include installing specialty casing, extending existing specialty casing, extending settlement platform monitors and any other activities required to allow continuous acquisition of monitoring data. Any instruments
damaged by SOIL CONTRACTOR shall be replaced with new instruments at SOIL CONTRACTOR’S cost. All replacements must be of the same type and kind, or PURCHASER-approved equals compatible with existing instrumentation, readout equipment and
ancillary devices. 
 SOIL CONTRACTOR shall collect at least one (1) set of data from all the installed instruments and verify that every
instrument is calibrated and working properly. SOIL CONTRACTOR shall prepare procedures that clearly describe the data acquisition and reduction procedures and demonstrate such procedures and submit to PURCHASER to facilitate continuous data
acquisition. 
 During construction production Work, PURCHASER shall monitor instrumentation. 
  

	 	4.3	DIKE CONSTRUCTON 

 SOIL CONTRACTOR shall excavate
and grade the Phase 2 Tank area after material has been treated and stabilized. The stabilized material excavated from the Phase 2 Tank foundation area will be used to construct the perimeter dikes and areas on the south side of the Phase 2 Tank
area, which do not require stabilization but fall within the Tank Dike Perimeter. The Phase 2 Tank area will be graded to the elevations shown on the drawings. 
 Any material excavated that are determined to be unsuitable for backfill will be removed to an on-Site area designated by PURCHASER. 
 Work shall comply with Project Specification 3PS-CGOO-F0001 titled “Site Preparation and Earthwork” and with particular reference to Sections 7.0, 9.0, and 12.0. 
 Dike construction shall be performed concurrently with Phase 2 Tank construction. Excavation in the Phase 2 Tank foundation area must be prioritized to
first establish rough grade elevations in the general Phase 2 Tank footprint. 
 Access shall be allowed for the PURCHASER’S Phase 2 Tank
contractor to deliver and install piles and construct the Phase 2 Tanks as the Work on the dikes progresses. SOIL CONTRACTOR shall coordinate with PURCHASER to 

  

 4 

 
mutually establish those portions of the dike that will have to be modified or left out to allow access. Location of section(s) to leave-out shall be as
directed by PURCHASER. 
 The placing, compaction and testing of fill/backfill in the dike area shall comply with Project Specification
3PS-CGOO-FOOQ1, in particular Sections 12.0 and 20.0, and any special requirements on the design drawings. Prior to placement of backfill, SOIL CONTRACTOR shall compact ground in accordance with requirements of Project Specification 3PS-CGOO.

 Work shall include a one foot (1’) layer of clay installed under dikes and extending fifty feet (50’) on both sides from toe of dikes to prevent infiltration of wicked water into the dikes and to protect the Nilex drain system. Work shall include design and installation of substantial French drain type system under
(inside of) the dikes to manage and effectively remove wicked water to the outside of the Phase 2 Tank dikes. SOIL CONTRACTOR shall route wicked water so as to maintain existing drainage patterns to the maximum extent possible. 
  

	 	4.4	WETLANDS 

 SOIL CONTRACTOR is aware that there are
existing Wetlands within the limits of the Work area. PURCHASER shall survey and delineate all Wetlands prior to SOIL CONTRACTOR’S mobilization. 
 SOIL CONTRACTOR shall provide, install and maintain at all times silt fencing, hay bales, temporary fencing (orange “snow fence”) as directed by PURCHASER, signs, and a berm/swale structure as required to
preserve and maintain isolation of the Wetlands during construction activities and to prevent sediment laden storm water runoff from flowing across the Site into the wetlands. If Wetlands are disturbed, SOIL CONTRACTOR shall immediately inform
PURCHASER. SOIL CONTRACTOR, at its expense, will alleviate or restore damage as directed by PURCHASER. After completion of all of SOIL CONTRACTOR’S Work silt fence shall be left in a properly maintained condition or remove as directed by
PURCHASER. 
  

	 	4.5	GENERAL REQUIREMENTS 

 SOIL CONTRACTOR shall make
adequate provisions for dewatering and temporary drainage, including wick drain flows, during construction. Runoff leaving the Site shall be controlled to meet any Louisiana state laws and regulations relative to environmental protection and to
accommodate the requirements of the Construction Environmental Control Plan (CECP). Temporary erosion control measures, such as sediment control basins, silt fences, hay bales, etc., shall be provided in all new cut and fill slopes during
construction and at other locations, such as spoils disposal areas, as required or directed by PURCHASER. 
  

 5 

 Drainage ditches and sedimentation control features shall be in place prior to any major grading to
control runoff from those areas. SOIL CONTRACTOR shall be responsible for maintaining the drainage ditches and the sedimentation control features throughout the duration of SOIL CONTRACTOR’S activities. 
 The Work shall comply with the requirements of Section 9.0 of Project Specification 3PS-CGOO-FGOQ1 titled “SITE PREPARATION AND EARTHWORK”.

  

	 	4.6	TEMPORARY ROADS 

 Temporary roads inside SOIL
CONTRACTOR’S Work areas as required by SOIL CONTRACTOR, shall be constructed to provide all-weather access for construction activities during soil improvement. At SOIL CONTRACTOR’S expense, all temporary roads installed by SOIL CONTRACTOR
for SOIL CONTRACTOR’S convenience and use, shall be completely removed at the end of the SOIL CONTRACTOR’S activities and the areas restored to their original elevations. PURCHASER may direct SUBCONTACTOR not to restore some or all
temporary roads. 
  

	 	4.7	AGGREGATE/GEOTEXTILE FABRIC 

 Aggregate and
Geotextile Fabric for use in execution of the Work or for SOIL CONTRACTOR’S convenience will be provided by SOIL CONTRACTOR at no expense to PURCHASER or OWNER. 
 SOIL CONTRACTOR shall furnish and install aggregate, Geotextile, and other materials required by approved design, subcontract or specification, as are included in the Work items above. 
  

	 	4.8	SURVEY 

 SOIL CONTRACTOR shall establish all control
points, lines, and grades required to control the Work, PURCHASER will provide permanent control points and benchmarks. 
 SOIL CONTRACTOR
shall perform a survey(s) to verify the existing extent and elevation of the Work areas. 
 SOIL CONTRACTOR shall submit for PURCHASER’S
review and approval the surveying procedures to be used in the performance of this Work. 
  

	 	4.9	FIELD AND LAB TESTING 

 An independent lab shall be
provided by SOIL CONTRACTOR and approved by PURCHASER to perform all testing requirements as required by the Phase 2 Project specifications or as identified in approved SOIL CONTRACTOR submittal, including Quality Control Submittal(s). 

 

 6 

	 	4.10	SITE ENVIRONMENTAL PLAN 

 SOIL CONTRACTOR shall
submit for PURCHASER’S review and acceptance, an environmental control plan for the Work. SOIL CONTRACTOR’S plan shall be based on PURCHASER’S Construction Environmental Control Plan (CECP). 
  

	5.0	WORK NOT INCLUDED 

  

	 	•	 	Dike closure sections, after PURCHASER’s Phase 2 Tank erector completes construction or releases the Work areas; 

  

	 	•	 	Concrete ditches; 

  

	 	•	 	Finished grading and paving; and 

  

	 	•	 	Design of Wick Drain System, except required drainage plans. 

  

	6.0	REVIEWS 

 SOIL CONTRACTOR’S procurement and
construction procedures and documents shall be subject to PURCHASER’S review and approval prior to implementation of any Work. This shall also apply to the Work of SOIL CONTRACTOR’S Subcontractors and Sub-subcontractors. 
  

	7.0	CONSTRUCTION 

 SOIL CONTRACTOR shall furnish in a
timely manner all materials and equipment, other than those specifically stated in the Soil Contract Documents as being supplied by PURCHASER, for the satisfactory completion of the Work. SOIL CONTRACTOR shall receive, handle, store, maintain, sort,
and install all materials for the satisfactory completion of the Work. 
  

	 	7.1	TEMPORARY WORKS 

 Temporary works shall include the
erection and maintenance of all temporary facilities required for SOIL CONTRACTOR’S operations, including but not limited to: 
  

	 	•	 	Field offices; 

  

	 	•	 	Field shops; 

  

	 	•	 	Warehouses; 

  

	 	•	 	Security fencing; 

  

	 	•	 	Stockpile areas; 

  

 7 

	 	•	 	Material unloading facilities; 

  

	 	•	 	Sanitary facilities; 

  

	 	•	 	Utilities, such as potable water, industrial water, and power supply and distribution; 

  

	 	•	 	Effluent treatment and solid waste handling as required; 

  

	 	•	 	Any temporary roads needed by SOIL CONTRACTOR to access Work areas. 

  

	 	7.2	TRANSPORTATION 

 Transportation shall include the
transportation of all permanent and temporary materials, fabricated items for installation, equipment, tools, supplies, etc. to and from the Site as required for the execution of the Work. 
  

	8.0	ACCEPTANCE CRITERIA - TECHNICAL OPTIONS 

  

	 	8.1	Acceptance criteria for methods proposed or designed by SOIL CONTRACTOR and not specifically addressed in the attached specifications shall be submitted to PURCHASER by SOIL
CONTRACTOR as part of SOIL CONTRACTOR’S formal technical submittal. 

  

	 	8.2	Acceptance criteria is to address insitu testing both before and after soil improvement, including type of testing, frequency of testing and related performance and test
requirements. Submittal is to include calculations and documentation of relationship between proposed acceptance criteria and key design properties and performance characteristics. 

  

	 	8.3	Proposed acceptance criteria are to be coordinated with a Reproduction Test Program; complete details of both are to be provided by SOIL CONTRACTOR for review and comment.
PURCHASER’S acceptance and approval must be obtained before proceeding with testing or production phases of the Work. 

  

	9.0	FIELD EXECUTION PLAN 

  

	 	9.1	Before mobilization to the Site or as approved by PURCHASER, SOIL CONTRACTOR shall submit a field execution plan. This plan shall detail the Site activities including detail
of test sections, equipment, schedule, wick drain and improved soil procedures. Key personnel and Subcontractors shall be identified and qualifications presented. 

  

	 	9.2	The field execution plan must contain a complete quality control plan that will detail all precautions and measurements that the SOIL CONTRACTOR will take during production
to ensure that the product will conform to the Soil Contract Documents. 

  

 8 

	 	9.3	The field execution plan must include details for set up of a water supply system (if required for the soil improvement technique proposed/adopted). Also, the plan must
provide a water discharge system capable of sediment filtration and discharge capability to an area designated by PURCHASER. This system will require re-circulation of water to limit discharge of hydrocarbon contaminated water, including oil/water
separators, and settlement ponds if required. 

  

	 	9.4	The plan must provide an estimate of the raw material requirements for the construction of the IMPROVED SOIL, and identify available sources. 

  

	 	9.5	The plan must identify material transportation, handling and placement requirements. 

  

	 	9.6	The plan must explain the type and quantity of waste expected from the STABILIZED SOIL improvement, and how that waste will be controlled and disposed of. If spoil meets
requirements of improved soil, it may be spread out over the treated area and left in place (with appropriate compaction, shaping and drainage maintained). 

  

	 	9.7	The field execution plan must be approved by PURCHASER before construction begins. 

  

	 	9.8	The field execution plan must address controls and procedures to prevent fugitive emissions of cement, lime, fly ash or other additives into the ambient air/environment.

  

	 	9.9	Dust control measures must be identified and incorporated into the plan. 

  

	 	9.10	The field execution plan is to include a proposed schedule of Work (resource loaded), identifying key tasks, sequence, duration and include major equipment and labor.

  

	 	9.11	The field execution plan is to provide for coordination and accommodation with PURCHASER’S other on-Site contractors. 

  

	 	9.12	The field execution plan must include or reference a detailed drainage plan to control rainfall, wick drainage and other focal flows and direct them off-Site in conformance
with contractual and legal requirements. 

  

	 	9.13	Field execution plan must include plan for excavation of the Phase 2 Tank area and construction of the dikes, with priority to the area necessary for erection of the Phase 2
Tanks. 

  

	10.0	TECHNICAL SPECIFICATIONS 

 In the specifications listed below, all
references to “OWNER” shall be to “PURCHASER”, and all references to “LNG Tanks” or “tanks” shall be to the “Phase 2 Tanks”. 
  

 9 

					
	 Specification No
	  	 Rev.
	  	 Title

	3PS-CGQO-FOOQ1	  	OOB	  	Site Preparation and Earthwork
	3PS-COOO-FQG01	  	B	  	Soil Improvement

  

	11.0	REPORTS 

  

	 	11.1	Geotechnical Investigation, Sabine LNG Terminal, Cryogenic Tanks, Sabine, Louisiana; prepared for Cheniere Energy, Inc. by Tolunay-Wong Engineers, Inc., September 12,
2003. 

  

	 	11.2	Final Report, Geotechnical Investigation, Sabine LNG Terminal, Process Area, LNG Pipe Racks, Berth and Construction Docks, Sabine, Louisiana; prepared for Cheniere Energy,
Inc. by Tolunay-Wong Engineers, Inc., September 19, 2003. 

  

	 	11.3	Geological Hazard Evaluation, Sabine LNG Terminal, Sabine, Louisiana; prepared for Cheniere Energy, Inc. by Tolunay-Wong Engineers, Inc., September 19, 2003.

  

	12.0	ATTACHMENTS 

  

	 	12.1	Drawing, Data And Submittal Requirements, Revision date 05 January 2004. 

  

 10 

 SABINE PASS LNG TERMINAL PROJECT 
 PROJECT SPECIFICATION 
 FOR 
 SITE PREPARATION 
 AND

 EARTHWORK 
  

													
	OOA	  	01-31-05	  	Issued for Information	  	PKM	  	MHS	  	SO	  	
							
	REV.	  	DATE	  	Reason for Revision	  	BY	  	CK’D	  	APPR	  	APPR
				
		  		  		  	JOB NO. 25027-001
					
		  		  	Project Specification for Site	  	SPECIFICATION NO.	  	REV.
					
		  		  	Preparation and Earthwork	  	3PS-CG00-FOOO1	  	OOB
				
		  		  		  	PAGE 1 OF 19

 SITE PREPARATION AND EARTHWORK 
 TABLE OF CONTENTS 
 SITE PREPARATION AND EARTHWORK 
  

							
	1.0	  	SCOPE	  	1
	2.0	  	RELATED CODES, SPECIFICATIONS AND DOCUMENTS	  	1
		  	2.1.	  	 NATIONAL CODES AND SPECIFICATIONS
	  	1
		  	2.2.	  	 PROJECT SPECIFICATIONS
	  	2
	3.0	  	CLEARING AND GRUBBING	  	2
		  	3.1.	  	 ENVIRONMENTAL IMPACT
	  	2
		  	3.2.	  	 SURVEY CONTROL
	  	2
		  	3.3.	  	 EXISTING UNDERGROUND OBSTACLES
	  	2
		  	3.4.	  	 LOGGING
	  	2
		  	3.5.	  	 CLEARING
	  	3
		  	3.6.	  	 GRUBBING
	  	3
		  	3.7.	  	 DISPOSAL
	  	3
	4.0	  	STRIPPING	  	3
	5.0	  	BORROW PITS	  	4
	6.0	  	FILL	  	4
		  	6.1.	  	 STRUCTURAL CLAY FILL
	  	5
		  	6.2.	  	 STRUCTURAL SAND FILL
	  	5
		  	6.3.	  	 GENERAL FILL
	  	6
		  	6.4.	  	 GRANULAR SAND FILL
	  	7
		  	6.5.	  	 LIME STABILIZED SOILS
	  	7
		  	6.6.	  	 GRAVEL / CRUSHED ROCK FILL FOR BELOW
WATER CONSTRUCTION
	  	8
	7.0	  	COMMON EXCAVATION	  	8
	8.0	  	COMPACTING ORIGINAL GROUND EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS	  	9
	9.0	  	GENERAL SITE WORK	  	9
	10.0	  	DITCHES. DEPRESSED PIPEWAYS. PONDS AND BASINS	  	10
	11.0	  	EMBANKMENTS. AND EARTH PIKES	  	10
	12.0	  	LNG TANK CONTAINMENT DIKE	  	11
		  	12.1.	  	 CLAY DIKE
	  	11
		  	12.2.	  	 CEMENT / FLY ASH STABILIZED DIKE
	  	11
		  	12.3.	  	 DIKE EXTENSIONS
	  	12
		  	12.4.	  	 TOLERANCES
	  	12
	13.0	  	BACKFILL AROUND UNDERGROUND LINES	  	12
	14.0	  	STABILIZED SOILS EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS	  	13
	15.0	  	FILL UNDER SLABS ON GRADE	  	13
	16.0	  	METHOD OF COMPACTION EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS	  	13
	17.0	  	DEWATERING	  	15
	18.0	  	EROSION AND DUST CONTROL	  	15
	19.0	  	TOLERANCES	  	15
	20.0	  	QUALITY ASSURANCE (TESTS AND INSPECTION)	  	15
		  	20.3.	  	 LABORATORY TEST
	  	16

  

 ii 

 SITE PREPARATION AND EARTHWORK 
  

	1.0	SCOPE 

 This specification establishes general
construction requirements for site preparation and earthwork. The extent of work for each area shall be as shown on project drawings. Construction shall be true to the line, grade and cross-sections as shown on the drawings, and as described herein.
Supplementary or modifying requirements to this specification shall be as defined on project drawings. 
  

	2.0	RELATED CODES, SPECIFICATIONS AND DOCUMENTS 

 The
following codes, specifications, regulations, and industry standards, where applicable, shall cover design, material, and construction of structures. Unless noted otherwise all documents listed shall be the latest edition in effect at the time of
contract award. Additionally, internationally recognized codes and standards may be submitted for PURCHASER’S review and approval. 
  

	 	2.1.	National Codes and Specifications 

  

					
			
	 2.1.1.
	  	ASTM	  	American Society for Testing and Materials:
			
		  	C 136	  	Method for Sieve Analysis of Fine and Coarse Aggregates, 1984a
			
		  	D 422	  	Method for Particle-Size Analysis of Soils, 1990
			
		  	D 558	  	Test Methods for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures, 2004
			
		  	D 559	  	Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures, 2003
			
		  	D 698	  	Test Methods for Laboratory Compaction Characteristics of Soil - Using Standard Effort (12.400 ft-1bf/ft3), 1991
			
		  	D 1556	  	Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method, 1990
			
		  	D 1557	  	Tests Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-fbf/f13), 1991
			
		  	D 2216	  	Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock, 1992
			
		  	D 2922	  	Test Methods for Density of Soil and Rock in Place by Nuclear Methods (Shallow Depth), 1991

  

 1 

					
			
		  	D 3017	  	Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth), 1993
			
		  	D 4318	  	Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils 1993

					
		
	 2.1.2.
	  	OSHA Parts 1910 and 1926 - Safety and Health Regulations for Construction
		
	 2.1.3.
	  	THD Texas State Department of Highways and Public Transportation “Standard Specifications for Construction of Highways, Streets and Bridges”
		
	 2.1.4.
	  	LHD Louisiana State Department of Highways and Public Transportation “Standard Specifications for Construction of Highways, Streets and Bridges”

  

	 	2.2.	Project Specifications 

  

					
		
	 2.2.1.
	  	3PS-COOO-F0001 - Soil Improvement

  

	3.0	CLEARING AND GRUBBING 

  

	 	3.1.	Environmental Impact 

 The environmental impact to
surrounding areas shall be kept to a minimum during the site preparation work. The drainage and sedimentation control plan shall comply with requirements of the Construction Environmental Control Plan (CECP). Absolutely no clearing or incidental
impacts will be allowed outside the limits of work. 
  

	 	3.2.	Survey Control 

 Both horizontal and vertical
control shall be based on the coordinates and elevations shown on the project drawings. Survey base lines and benchmarks shall be established and maintained throughout the construction. 
  

	 	3.3.	Existing Underground Obstacles 

 No existing
underground obstacles, other than small, buried objects and 3” Noble gas pipeline (to be relocated by the Owner), are known at this time. 
  

	 	3.4.	Logging 

 The SOIL CONTRACTOR shall cut, trim, and
stack at designated locations all merchantable timber (trees with trunk diameters of 8” and larger). The trunks shall be stripped of all branches and the branches hauled to the designated spoils area. 
  

 2 

	 	3.5.	Clearing 

 The entire area within the limits of
clearing, indicated on the drawings, shall be cleared of all materials above or at the natural ground surface. Materials to be cleared include down timber, brush, rubbish and vegetation. Trees outside of the limits of plants or roads, and designated
by the PURCHASER and OWNER shall remain and be protected during construction. No clearing of grass, small brush and vegetation is required in the LNG Tank Soil Improvement areas (except sump areas) unless identified by the Field Geotechnical
Engineer. 
  

	 	3.6.	Grubbing 

 The entire area within the limits of
clearing shall be grubbed of all stumps, large roots, and other objectionable material and/or decayed vegetable matter, to a depth of not less than 12 inches below natural grade. When tree stumps are present, grubbing shall extend to their full
depth. Any exceptions to this will be indicated on the drawing. 
  

	 	3.7.	Disposal 

 The merchantable timber from the logging
operations shall be disposed of by sale or as directed. 
 Debris from the clearing and grubbing operations shall be disposed of by burning,
chipping, or burial, as directed. Debris designated to be burned shall be burned as soon as possible. Burning of debris shall be by “Forced Draft Open Pit Method” only, which requires an open trench, portable ducts and air blowers. This
method of burning reduces fire hazard, eliminates smoke emission and speeds up the operation. The SOIL CONTRACTOR shall maintain approved fire fighting equipment and conduct all burning operations in strict accordance with laws and regulations
related to burning debris. 
 Material too wet to bum shall be piled in windrows for later burning. 
 Any material from clearing and grubbing operations that cannot be burned, shall be removed to the spoil disposal area as designated by the OWNER.

 All contaminated material shall be deposited in containers supplied by the OWNER. Containers must be covered at all times. The OWNER shall
be responsible for disposal of ail contaminated materials. 
  

	4.0	STRIPPING 

  

	 	4.1.	 The area within the limits of stripping indicated on the drawings shall be stripped of all top soil containing organic matter, roots, debris, and other material, to
a depth of not less than six-inches below existing grade. Actual extent of stripping shall be determined by the Field Geotechnical Engineer. Strippings shall not be 

  

 3 

	 	 
used as backfill for grub holes. No stripping is required in the LNG Tank Soil Improvement areas unless directed by the field Geotechnical Engineer.

  

	 	4.2.	AH stripped material shall be removed to designated disposal areas. All contaminated material shall be deposited in accordance with Section 3.7 above. 

 

	 	4.3.	Good topsoil materials from stripping shall be stored in separate stockpiles for future use in stabilizing cut/fill slopes and landscaping. 

  

	5.0	BORROW PITS 

 If required, fill material which
includes structural fill and general fill as specified in Sections 6.1,6.2 and 6.3 shall be obtained from outside borrow pits approved by the Engineer. Samples of fill and laboratory test results shall be submitted to the Engineer for prior
approval. 
  

	6.0	FILL 

 The fill material shall not contain any
roots, organic materials, debris or other deleterious material. 
 Onsite native soil and dredged material, free of any organic and other
deleterious material, shall be used as fill. The use of fill material shall be as follows unless noted otherwise on drawings: 
  

	 	•	 	Structural clay or Structural Granular fill shall be used within the footprints of the ISBL, under roads, and under any major soil-supported foundation as indicated on design
drawings. 

  

	 	•	 	General fill shall be used In OSBL areas without any foundation, and under construction facility / laydown areas. 

  

	 	•	 	Granular sand fill shall be used under foundations and paving slabs if shown on design drawings. 

  

	 	•	 	Imported materials can be used if onsite soil does not meet this specification requirement or is not available in sufficient quantity within the property limit.

 The fill material shall be compactable to the level required by this specification. The SOIL CONTRACTOR shall conduct a test
section with proposed equipment to evaluate the effectiveness of the equipment in compacting the onsite soil and to determine the appropriate lift thickness. 
  

 4 

	 	6.1.	Structural Clay Fill 

  

	 	6.1.1.	Structural day fill shall be an inorganic, non-expansive cohesive material meeting the following requirements: 

  

			
	 Liquid Limit
	  	40% Maximum
		
	 Plasticity Index
	  	20% Maximum
		
		  	10% Minimum
		
	 Maximum Size
	  	1 Inch
		
	 % Passing #200 Sieve
	  	80% Maximum
		
		  	40% Minimum

  

	 	6.1.2.	The structural clay fill shaft be: 

  

	 	•	 	Moistured-conditioned to within (+/-) 3% of the optimum moisture content 

  

	 	•	 	Placed using maximum loose lift thickness of 8 inches 

  

	 	•	 	Compacted to at least 95% of maximum dry density determined by ASTM D1557. 

  

	 	6.1.3.	Field testing of each layer at each location shall be conducted to determine compacted density at a minimum frequency of two (2) tests per 5,000 sq. ft, of fill placed, with a
minimum of two (2) tests per layer, using the methods of ASTM D1556, or ASTM D2922 and D3017. 

  

	 	6.1.4.	Laboratory compaction tests (ASTM D1557), Atterberg limits tests, and grain size distribution tests (including hydrometer) shall be conducted for every 5,000 C.Y. of material placed
or whenever there is a change in the soil type being placed. 

  

	 	6.2.	Structural Sand Fill 

  

	 	6.2.1.	Structural sand fill shall consist of well-graded granular soils. It shall not contain any significant amounts of organics or debris, and shall conform to the following criteria: 3

  

	 	A.	Gradation 

  

			
	 U.S. Standard
Sieve Size
	  	 Percent Passing
(By Weight)

		
	 2”
	  	      100

		
	  3/4”
	  	 70-100

		
	 No. 4
	  	 30-100

		
	 No. 20
	  	   15-90

		
	 No. 50
	  	     5-30

		
	 No. 200
	  	       0-5

  

 5 

	 	B.	Liquid Limit = 25 max 

  

	 	C.	Plasticity Index-10 max 

  

	 	6.2.2.	Structural sand shall be placed in loose lifts less than 8 in. thick and shall be uniformly compacted to at least 95% of the maximum dry density based on Modified Proctor ASTM
D-1557 test method. The granular fill shall be compacted with vibrating rollers or tampers. 

  

	 	6.2.3.	Field testing of each layer at each location shall be conducted to determine compacted density at a minimum frequency of two (2) tests per 10,000 sq. ft. of fill placed, with a
minimum of two (2) tests per layer, using the methods of ASTM D1556, or ASTM D2922 and D3017. 

  

	 	6.3.	General Fill 

  

	 	6.3.1.	General fill shall be an inorganic, non-expansive cohesive material meeting the following requirements: 

  

			
	 Liquid Limit
	  	30%
		
	 Plasticity Index
	  	40% Max
		
		  	20% Min
		
	 Maximum Size
	  	1 Inch
		
	 % Passing #200 Sieve
	  	80% Maximum

  

	 	6.3.2.	The fill shall be: 

  

	 	•	 	Moisture-conditioned to within (-) 2% to (+) 4% of the optimum moisture content 

  

	 	•	 	Placed using maximum loose lift thickness of 12 inches 

  

	 	•	 	Compacted to at least 92% of maximum dry density determined by ASTM D1557. 

  

	 	6.3.3.	Field testing of each layer at each location shall be conducted to determine compacted density at a minimum frequency of two (2) tests per 10,000 sq. ft. of fill placed, with a
minimum of two (2) tests per layer, using the methods of ASTM D1556, or ASTM D2922 and D3017. 

  

	 	6.3.4.	Laboratory compaction tests (ASTM D1557), Atterberg limits tests, and grain size distribution tests (including hydrometer) shall be conducted for every 10,000 C.Y. of material
placed or whenever there is a change in the soil type being placed. 

  

 6 

	 	6.4.	Granular Sand Fill 

  

	 	6.4.1.	Granular sand fill may be used for leveling purposes underneath foundations and paving slabs, if indicated on design drawings. 

  

	 	6.4.2.	Granular sand layer shall consist of well-graded granular soils. It shall not contain any significant amounts of organics or debris, and shall conform to the following gradation:

  

			
	 U.S. Standard
Sieve Size
	  	 Percent Passing
(By Weight)

		
	 2”
	  	      100

		
	 No. 4
	  	 72-100

		
	 No. 16
	  	   26-80

		
	 No. 50
	  	     5-25

		
	 No. 200
	  	       0-7

  

	 	6.4.3.	Granular sand fill shall be placed in loose lifts less than 8 in, thick and shall be uniformly compacted to at least 95% of the maximum dry density based on Modified Proctor ASTM
D-1557 test method. The granular fill shall be compacted with vibrating rollers or tampers. 

  

	 	6.5.	Lime Stabilized Soils 

  

	 	6.5.1.	Lime stabilized in-situ plastic soils may be used as a substitute for structural clay fill or structural granular fill in areas where the potential of volume changes with changes in
moisture content is expected, and in areas as specified in drawings. Optimum lime content tests shall be performed to determine the optimum lime content (6 to 8 % by weight) and submitted for approval. 

  

	 	6.5.2.	Lime treated soils should be placed in loose lift thickness of 8 inches or less, and compacted at 1 percent dry to 3 percent wet of the optimum moisture content to at lest 95 %
of the maximum dry density determined by ASTM D698. 

  

	 	6.5.3.	Standard specifications of the State Department of Highways and Public Transportation should be generally followed for lime-stabilized soils. The exposed surface of the fill shall
be protected to prevent moisture loss. 

  

 7 

	 	6.6.	Gravel / Crushed Rock Fill For Below Water Construction 

  

	 	1.	Gravel / Crushed Rock fill shall be used in areas of wet sub grade and for areas with standing water which remains after removal of surface water or where specifically indicated on
design drawings. The rocks shall be placed to raise the grade from below water level to 4 inches above water level. 

  

	 	2.	Gravel / Crushed Rock fill shall consist of well-graded clean gravel with maximum particle size of 3 inch, and maximum 10% (by weight) passing Sieve No. 4. The soil
classification shall be GW per ASTM D2487. 

  

	 	3.	Gravel / Crushed Rock fill for below-water grading can be dumped in one or more layers. Compaction shall be achieved by several passes of fully loaded dump truck, scraper, or a 10
to 20 ton roller, as determined by the PURCHASER’S Field Geotechnical Engineer, or duly authorized representative. 

  

	7.0	COMMON EXCAVATION 

  

	 	7.1.	Excavation work shall be performed to the lines and grades shown on the project drawings. If unsuitable soil is encountered upon reaching the specified final excavation depth,
replace the soil with suitable fill material as specified in Section 6.0 and compact to the required level. 

  

	 	7.2.	Wet or flooded excavations shall be dewatered and all mud removed before any fill is installed. If ground water or springs are encountered, work shall not proceed, excluding
emergency measures, until the methods for handling and controlling the water have been approved. 

  

	 	7.3.	Excavating machinery shall be used with caution in areas where existing underground installations, such as foundations, manholes, paving, lines, and electrical and instrument cables
or ducts may be buried. Where there is danger of damage to such installations, hand excavation shad be used, with bracing and shoring as needed. In operating areas, the use of excavating buckets with teeth will be permitted only.

 Provide immediate notification of any damage to underground installations and take whatever emergency action is specified.
Advise if any underground facilities are encountered that are not on the project drawings or in the specifications and protect, support, and/or remove these facilities as directed before proceeding with the work. 
  

	 	7.4.	The method of excavation shall not weaken the surrounding areas or damage structures or parts thereof that are completed or under construction. Existing structures and utilities
adjacent to excavations shall be protected and supported to prevent settlement. 

  

	 	7.5.	All work for construction of earth-retaining structures (sheet piling, shoring, etc.) shall be in accordance with good and accepted engineering practices and the requirements of all
local regulating authorities. 

  

 8 

	 	7.6.	Areas that are over-excavated for removal of unsuitable material or because of error or obstructions shall be backfilled with suitable compacted fill material meeting the
requirements of Section 6.0 of this specification 

  

	 	7.7.	Slopes of all excavations shall be cut true and straight and all unsuitable materials in the slope shall be removed. 

  

	 	7.8.	Soil excavated from the site and dredged sand shall be used as fill material. It shall be in suitable condition for compacting and shall meet the requirements of Section 6.0.

  

	 	7.9.	Excess unusable soil material shall be stockpiled separately and disposed of property at the land fill/disposal areas shown on the project drawings. 

  

	8.0	COMPACTING ORIGINAL GROUND EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS 

  

	 	8.1.	Daily rolling shall be performed in all areas stripped or excavated, in order to seal and protect the exposed surface. 

  

	 	8.2.	After stripping is completed, the areas at final rough grade, where no more excavation is planned, shall be proof rolled. Proof rolling shall be performed with a fully loaded tandem
dump truck, scraper, or a 9-10 ton vibratory steel drum roller. 

  

	 	8.3.	In areas to receive fill, the upper 8 inches of the exposed natural soils should be scarified and moisture conditioned to within (+/-) 3% of the optimum moisture content and
re-compacted to at least 92% of ASTM D 1557. 

 If the sub grade displays elasticity or deformation under the weight of the
construction equipment, the material shall be excavated and re-compacted, or removed and replaced with suitable fill material. 
  

	 	8.4.	All in place material within 12 in. of roads or paving subject to wheel loads shall be compacted to 95% of the maximum dry density per the standard Proctor laboratory compaction
test (ASTM D1557) as applicable. 

  

	9.0	GENERAL SITE WORK 

  

	 	9.1.	The SOIL CONTRACTOR shall prepare an environmental work control plan to ensure that ail construction meets the requirements of the CECP. 

  

	 	9.2.	Suitable excavated material from the site shall be used for fill and embankments. Fill material shall meet the requirements outlined in Section 6.0. Any deviations shall
require prior written approval. All unsuitable or excess excavated material shall be removed to a designated onsite area. 

  

 9 

	 	9.3.	Drainage of both fill and borrow areas shall be maintained at all times to prevent ponding of surface water following rainfall by providing temporary ditches and swales as required
in each respective site area. All stockpiles and surcharge embankments should be sloped as needed to prevent ponding. Tan rolling” to provide a surface seat shall be performed as needed to prevent saturation during wet weather or temporary
shutdown of operations. Excavations shall be sloped to a low point to allow pumping and eliminate saturation by ponding. 

  

	 	9.4.	Silt fence, stone dikes, sedimentation basins, diversion trenches, straw bales and similar items as required shall be used to control runoff leaving the site and prevent associated
problems with water courses and adjacent property, including other units within the plant. If there is any drainage discharge to water courses or adjacent property owned by others, a Stormwater Pollution Prevention Plan (SPPP) is required in
accordance with state regulations. 

  

	 	9.5.	The PURCHASER’S inspector shall be notified if sand or other highly erosive soil concentrated ground water or other potentially unstable condition is encountered on the face of
a cut slope. 

  

	 	9.6.	In-place material shall be compacted as specified in Section 8 of this specification. 

  

	 	9.7.	Fill material, unless otherwise indicated on the drawings or specifications, shall be compacted per Section 6.0 and 16.0 of this Specification, 

  

	 	9.8.	Tolerance for this work shall be plus or minus one-tenth of a foot to required elevation. 

  

	10.0	DITCHES. DEPRESSED PIPEWAYS. PONDS AND BASINS 

  

	 	10.1. 	Over excavation of ditches and depressed pipe ways shall be avoided. Over excavated areas shall be brought to the required grade with compacted fill material.

  

	 	10.2. 	Acceptable excavated material shall be used for fill material. Unsuitable or excess excavated material shall be removed to designated disposal areas. 

  

	 	10.3. 	Tolerance for excavation for ditches and depressed pipe ways shall be plus or minus 5/8 inch to required line, and to the required grade. 

  

	 	10.4. 	Tolerances for ponds and basins shall be plus or minus 3/4 inch to the required lines and grades. Any required volumes of ponds or basins shall be maintained irrespective of the
allowed tolerances for location. 

  

	11.0	EMBANKMENTS. AND EARTH PIKES 

  

	 	11.1. 	In-place material under roads, and dikes (i.e. sub grade) shall be compacted as specified in Section 8 of this specification. 

  

 10 

	 	11.2. 	Road embankment as outlined on the design drawings shall be compacted to a minimum field density of 92% of maximum dry density per ASTM D 1557 as applicable.

  

	 	11.3. 	Clay dikes shall be compacted to at least 95% of maximum dry density per ASTM D698. Cement / Fly Ash stabilized dikes shall be compacted to at least 95% of maximum dry density per
ASTM D558, 

  

	 	11.4. 	Road embankments and earth dikes shall be compacted in successive layers for the full width of the cross-section, and in lengths to suit the sprinkling and compaction methods
utilized. Layers shall be constructed paralleled to the finish grade, with a minimum cross slope of 1/4” per foot. 

  

	 	11.5. 	Tolerances for road/railroad embankments shall be plus or minus two-tenths of a foot to the required line and shall be to the required grade. 

  

	 	11.6. 	Tolerances for earth dikes shall be plus or minus three-tenths of a foot to the required line, and plus or minus one-tenth of a foot to the required grade. 

 

	12.0	LNG TANK CONTAINMENT DIKE 

 The LNG containment
dikes shall be constructed with onsite cohesive clay material or cement / fly ash stabilized soil. 
  

	 	12.1. 	Clay Dike 

 The exposed soils under the LNG tank
dikes shall be scarified, moisture-conditioned and re-compacted prior to any fill placement. Fill for the dike shall be onsite clayey material, which must be relatively impervious. The fill shall be moisture conditioned and property compacted in
accordance with Section 16.0. The slopes and top of dike shall be protected against moisture loss. 
  

	 	12.2. 	Cement / Fly Ash Stabilized Dike 

 Cement or Fly Ash
stabilized onsite materials in and around the tank areas can be used to construct the dike. The fill shall be placed at controlled rates to allow the underlying soft soils to consolidate and gain shear strength as the dikes are constructed. Cement
or Fly Ash treated soils should be placed in loose lift thickness of 8 inches or less, and compacted at 1 percent dry to 3 percent wet of the optimum moisture content to at least 95 % of the maximum dry density determined by ASTM D558. The
testing method (A, B, or C) shall be selected depending on the material gradation to be tested. Laboratory tests shall be performed to determine the optimum Cement or Fly Ash content and to determine the wet and dry characteristics per ASTM D559.
The laboratory results shall be submitted for approval prior to placement. Improved material used for dike construction shall meet the minimum in-situ strength requirements defined in section 4.1.1 of project specification 3PS-OGO-FOQQ1, Soil
Improvement. 
  

 11 

 Alternates to compaction testing specified above shall be considered for Cement or Fly Ash materials.
Before proceeding with dike construction, SOIL CONTRACTOR shall submit for approval by PURCHASER a complete dike construction execution plan as established during the pre-production test program. The pre-production test program, in conjunction with
the wick drain test section, shall establish the optimum Cement or Fly Ash content of the improved soil, the optimum moisture content, the method of improved soil placement and compaction, and the methodology for ensuring quality control of the
improved soil mix and placement in the dikes, including both type and frequency of testing. The pre-production test program shall establish a correlation between the above criteria and the in-situ soil strength such that the design intent of the
constructed dikes is met. The pre-production test program shall also establish the criteria for determining whether the improved soil has begun to set and is no longer acceptable for use in the dike construction without further manipulation. The
test program shall establish acceptable criteria for use of improved material both before and after initial set. SOIL CONTRACTOR’S execution plan shall clearly describe how acceptable methodologies and criteria established during the
pre-production test program will be ensured and verified during the full production phase. 
  

	 	12.3. 	Dike Extensions 

 Dikes shall be extended as
required to compensate for any settlement. Existing dike shall be benched at interface with dike extension. Vertical dimension of step shall be 12 inches maximum. Surface of existing dike shall be moisture conditioned to ensure bond with new dike
material. New dike materials and placement shall be in accordance with section 12.2 above. 
  

	 	12.4. 	Tolerances 

 Tolerances for LNG Tank Containment
dike shall be plus or minus three-tenths of a foot to the required line, and plus or minus one-tenth of a foot to the required grade. 
  

	13.0	BACKFILL AROUND UNDERGROUND LINES 

  

	 	1.	Fill or backfill around sewers, culverts, piping, conduit, and cables shall be structural fill or granular sand fill as shown on design drawings. The material shall be carefully
placed by hand simultaneously on both sides of the line, in layers not over 6 inches loose measurement, and thoroughly compacted until the line is covered with a minimum of 1 foot of fill. 

 Flowable fill may also be used as bedding and fill up to the spring line of the pipe as a construction convenience. 
  

	 	2.	Necessary care shall be exercised to assure the material is placed and well compacted by hand under pipe haunches. 

  

 12 

	 	3.	The remainder of the fill and/or backfill above the height of 1 foot, may be Structural or General fill as required. This fill may be placed and compacted by mechanical equipment

  

	 	4.	Damage to the wrapping tape or protective coating of underground pipe during back filling and compaction shall be avoided. 

  

	14.0	STABILIZED SOILS EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS 

  

	 	14.1. 	Stabilized soils may be used as a substitute for Structural, or granular sand fill in areas where the potential of volume changes with changes in moisture content is expected, and
in areas as specified in drawings. Laboratory tests shall be performed to determine the optimum cement content (5 to 8 % by weight) and submitted for approval. 

  

	 	14.2. 	Stabilized soils should be placed in loose lift thickness of 8 inches or less, and compacted at 1 percent dry to 3 percent wet of the optimum moisture content to at least 95 %
of the maximum dry density determined by ASTM D698A. 

  

	 	14.3. 	The exposed surface of the fill shall be protected to prevent moisture loss. 

  

	15.0	FILL UNDER SLABS ON GRADE 

  

	 	15.1. 	Slab on grade shall be built on structural fill, as specified in Section 6,1 and 6.2. A minimum of 4” of clean granular sand, as specified in Section 6,4, shall be
placed below the bottom of slab on grade if specifically shown on drawings. 

  

	 	15.2. 	Rainfall runoff shall be diverted away from the foundation slab area to reduce the potential for shrinking or swelling of the sub grade soils. 

  

	16.0	METHOD OF COMPACTION EXCLUDING LNG TANK SOIL IMPROVEMENT AREAS 

  

	 	16.1. 	Material for fill or embankment construction shall be spread in uniform, level layers not to exceed the depths as noted in Section 6.0. 

 Backfill required for substructures and foundations shall be placed after all forms have been removed and the concrete has attained at least 70 percent of
the 28 day compressive strength or a minimum period of seven days. 
 The backfilling operation shall prevent equipment loads from surcharging
foundations or substructure. Care shall be exercised in placing backfill to avoid damage to conduit and piping systems. 
 All backfill
materials shall be placed in a manner to avoid damage to waterproof membrane coatings on sub-structure concrete walls. Backfill around manholes, pump stations and other structures shall be placed and compacted equally along all sides of the
structures to prevent unequal loading. 
  

 13 

	 	16.2. 	All clods or lumps shall be broken up and the material shall be mixed by blading, harrowing, or similar methods until a uniform layer of uniform density is obtained. Each layer of
material shall be uniform as to material, density, and moisture content before beginning compaction. 

  

	 	16.3. 	Prior to compacting, the moisture content of the material shall be brought within limits noted in Section 6.0. The moisture content shall preferably be on the wet side for
potentially expansive soils. 

  

	 	16.4. 	All material containing excessive moisture shall be dried by manipulating with harrows, cultivators, rotary speed mixers, or similar equipment, and all material containing
insufficient moisture shall be sprinkled until the moisture content is within specified limits. 

  

	 	16.5. 	Compaction shall be accomplished by means of machines of appropriate size, suitable for working a particular class of fill material and used during trial field compaction test. The
granular fill shall be compacted with vibrating rollers or tampers. Self-propelled compactors similar to Caterpillar Models 825 or 825B with tamping feet or sheepsfoot rollers shall be used for fine-grained materials like silts and clays.

 A uniform surface shall be maintained during compacting in order to ensure uniform compaction of the entire layer.

  

	 	16.6. 	Each layer shall be brought to the required density, and checked by appropriate field tests before proceeding with the next layer, if the material fails to meet the required
compaction, rework/replace the material, or alter the construction methods as necessary to obtain the required compaction. 

 Temporarily exposed surfaces and slopes of compacted fill for elevated roadway, and other embankments shall be protected from moisture change and erosion throughout the duration of their construction. 
  

	 	16.7. 	Continuous testing of each layer shall be done until test results indicate a satisfactory method of constructing a consistently acceptable fill has been established. Subsequent
layers shall be spot checked as deemed necessary by the soils Inspector to ensure the fill constructed continues to meet specified requirements as noted in Section 6.0 and 13.2. When testing indicates fill is not being placed correctly,
continuous testing, in addition to necessary corrective work, shall be instituted. Continuous testing of each layer shall be done whenever a change in construction methods or materials occurs. 

  

	 	16.8. 	Excess material shall be removed as directed, and finished to a tight uniform surface. 

  

 14 

	17.0	DEWATERING 

 Normal dewatering required due
to rainfall runoff during construction is the responsibility of the SOIL CONTRACTOR. The PURCHASER shall be responsible if any special dewatering is required due to high ground water table. Method of dewatering shall be approved by the Field
Geotechnical Engineer. 
  

	18.0	EROSION AND DUST CONTROL 

  

	 	18.1. 	Upon completion of site preparation and earthwork, earth dikes and slopes which will remain unseeded shall be temporarily protected against erosion by applying a coat of liquid
asphalt to the surface, as indicated below: 

  

	 	•	 	Tightly bonded surfaces; 1.4 liter/m2 (0.3 gal
/S.Y.) of MC-30 

  

	 	•	 	Loosely bonded fine-grained surfaces: 2.3 liter/m2 (0.5 gal./S.Y.) of MC-70 or SC-70 

  

	 	•	 	Loosely bonded coarse-grained surfaces: 3.6 titer/m2 (0.8 gal./S.Y.) of MC-250 or SC-25Q 

  

	 	18.2. 	Natural vegetation shall be preserved as much as possible where it does not interfere with construction or with plant operations, or where delineated on the drawings. It shall not
be preserved or planted in hazardous and thermal radiation areas. 

  

	 	18.3. 	Permanent slope stabilization shall be as shown on the project drawings. 

  

	19.0	TOLERANCES 

 Unless otherwise specified, tolerances
for finished surfaces shall be as follows: 
  

	 	•	 	Area grading for process and utility areas - (±) 1-1/4 in 

  

	 	•	 	Area grading for offsite areas - (±)2 in. 

  

	 	•	 	Thickness of crushed aggregate layers - 5/8 in. 

  

	20.0	QUALITY ASSURANCE (TESTS AND INSPECTION) 

  

	 	20.1. 	All earthwork shall be inspected by the PURCHASER’S Inspector to determine compliance of the SOIL CONTRACTOR’S work with the detailed specified requirements. The Inspector
shall evaluate and approve all stripping and foundation preparation measures in advance of placing compacted fill and direct any necessary undercutting and special stabilization measures which are required. 

 Tests shall be performed on each lift of fill. Any lifts failing to comply with the specified requirements shall be adjusted in natural water content as
required, 

  

 15 

 
additionally compacted, and retested to establish compliance of the total lift with the requirements. Daily reports shall be submitted as documentation of
the quality of work performed and verification of any additional undercutting and special stabilization measures which are required. 
  

	 	20.2. 	Field density tests of each layer of compacted soil shall be taken by an independent soil testing laboratory hired by the SOIL CONTRACTOR and approved by the PURCHASER. The
frequency of testing shall be as follows: 

  

			
	Structural Fill	  	2 test per 5,000 sf (see Section 6.1.4)
		
	General Fill	  	2 test per 10,000 sf (see Section 6.2.4)
		
	Road Subgrade	  	1 test per 250 cy
		
	Road Base Course	  	1 test per 250 cy
		
	Earthwork using hand-operated Compaction Equipment	  	1 test per 100 cy
		
	Earthwork in Confined Areas (trenches and ground-structures)	  	1 test per 100 cy
		
	LNG Tank Containment Dike	  	1 test per 1000 cy

 A minimum of two tests per lift shall be made. Field density tests shall be taken per ASTM D-1556
or ASTM D-2922 (Direct Transmission Method only) and ASTM D 3017. 
  

	 	20.3. 	LABORATORY TEST 

 Each or any of the following as
required by the Engineer: 
  

			
	 Particle Size Analysis:
	  	ASTM D422, ASTM C136
	 Plasticity Index:
	  	ASTM D4318
	 Moisture-Density Relation:
	  	ASTM D1557
	 Moisture Content:
	  	ASTM D2216

 The frequency of laboratory testing shall be as follows: 
  

	 	A.	Particle Size Analysis & Moisture Density Relations 

  

	 	•	 	1 test per 2000 cy of fill 

  

	 	•	 	1 test per 1,000 cy of Subbase & Base Materials 

  

 16 

	 	B.	Moisture Content 

  

	 	•	 	1 test per 10,000 sf of fill 

  

	 	•	 	1 test per 5,000 sf of Subbase & Base Materials 

  

	 	20.4. 	All test results shall be submitted directly from the independent testing laboratory to the Engineer with a copy to the PURCHASER. 

  

 17 

 SABINE PASS LNG TERMINAL PROJECT 
 PROJECT SPECIFICATION 
 FOR 
 SOIL IMPROVEMENT 
  

					
		  	JOB NO. 25027-001
	 Project Specification for Soil Improvement
	  	SPECIFICATION NO.	  	REV.
		  		  	
		  		  	
		  	PAGE 1 OF 15

  

 1 

 PROJECT SPECIFICATION FOR SOIL IMPROVEMENT 
 TABLE OF CONTENTS 
  

									
	 1.0
	 	PURPOSE	  	3
	 2.0
	 	CODES AND STANDARDS	  	3
	 3.0
	 	EVALUATION OF TECHNICAL DATA	  	3
	 4.0
	 	FI NAL DESIGN PACKAGE	  	3
		 	 4.1
	 	DESIGN CRITERIA	  	4
		 		 	 4.1.1
	  	SOIL IMPROVEMENT	  	4
		 	 4.2
	 	DESIGN CONSIDERATIONS - LNG TANK AREA SOIL IMPROVEMENT	  	5
		 	 4.3
	 	DESIGN CONSIDERATIONS - WICK DRAINS BELOW CONTAINMENT DIKES	  	6
		 	 4.4
	 	DESIGN CONSIDERATIONS - LNG SUMP	  	6
		 	 4.5
	 	ACCEPTANCE CRITERIA - LNG TANK AREA SOIL IMPROVEMENT	  	7
		 		 	 4.5.1
	  	GENERAL REQUIREMENTS	  	7
		 		 	 4.5.2
	  	MINIMUM REQUIREMENTS OF THE ACCEPTANCE CRITERIA	  	7
		 	 4.6
	 	ACCEPTANCE CRITERIA - WICK DRAINS BELOW CONTAINMENT DIKES	  	8
		 		 	 4.6.1
	  	MATERIALS	  	8
		 		 	 4.6.2
	  	INSTRUMENTATION	  	9
		 	 4.7
	 	ACCEPTANCE CRITERIA - LNG SUMPS AREA SOIL IMPROVEMENT	  	10
		 		 	 4.7.1
	  	GENERAL REQUIREMENTS	  	10
		 		 	 4.7.2
	  	MINIMUM REQUIREMENTS OF THE ACCEPTANCE CRITERIA	  	10
	 5.0
	 	PRODUCTION WORK	  	11
		 	 5.1.
	 	QUALITY CONTROL	  	11
		 	 5.2.
	 	TOLERANCES FOR SOIL IMPROVEMENT	  	12
		 	 5.3.
	 	TOLERANCES FOR WICK DRAINS	  	12
		 	 5.4.
	 	POST-PRODUCTION ACCEPTANCE VERIFICATION TESTING	  	12
		 	 5.5.
	 	NON CONFORMANCE	  	13
		 	 5.6.
	 	DRAINAGE AND WASTE CONTROL	  	13
		 	 5.7.
	 	WASTE CONTROL AND WORKING PLATFORM	  	14
		 	 5.8.
	 	ACCESS ROADS	  	14
		 	 5.9.
	 	SURVEYING	  	14
	 6.0
	 	SUBMITTALS	  	15
		
	ATTACHMENT II DRAWING AND DATA REQUIREMENTS	  	16
	 1.0
	 	GENERAL REQUIREMENTS	  	16
	 2.0
	 	EQUIPMENT/COMPONENT DRAWINGS AND DATA	  	16
	 3.0
	 	RECOMMENDED SPARE PARTS	  	16
	 4.0
	 	DOCUMENT TRANSMITTAL ADDRESS	  	17
	 5.0
	 	DRAWING AND DATA REQUIREMENTS	  	17
	 6.0
	 	DRAWING REVIEW	  	19

  

 2 

 PROJECT SPECIFICATION 
 FOR SOIL IMPROVEMENT 
  

	1.0	PURPOSE 

  

	 	The	purpose of this specification is to establish the technical requirements for the: 

  

	 	(1)	General site improvement in the tank, Pipe Rack, Process, Laydown and immediate areas 

  

	 	(2)	Stabilization of existing soft soils (natural and dredge spoil) beneath proposed earthen containment dikes 

  

	2.0	CODES AND STANDARDS 

 All geotechnical field and
laboratory investigations, and construction shall conform to applicable American Society for Testing and Materials (ASTM) standards. If no standard is listed for a particular activity within this specification, the SOIL CONTRACTOR must follow the
most applicable standards or other approved standard in performing the work, as approved by the PURCHASER. 
 All standards, unless noted
otherwise, shall be the latest edition at the time of original issuance of this specification. 
  

	3.0	EVALUATION OF TECHNICAL DATA 

 The available factual
geotechnical data are presented in Exhibit “D”. The SOIL CONTRACTOR is responsible for evaluation of the available factual geotechnical data. 
 All PURCHASER-furnished data are provided for information only. The SOIL CONTRACTOR shall interpret the available data and shall perform any additional investigations or tests that are required to support his specific
design and construction methods 
  

	4.0	FINAL DESIGN PACKAGE 

 Before proceeding with soil
improvement, or as approved by the PURCHASER, the SOIL CONTRACTOR shall submit a complete and final soil improvement design package based on the conceptual design, Exhibit of the subcontract, this specification, and the results of any additional
investigation and pre-production test program(s). The package must contain documents and drawings that describe the geometry, configuration, and design properties of the proposed soil modification. The package must show that the design meets the
design criteria of Section 4.1, must include the calculations as described in Section 4.2 through 4.6, and must include proposed acceptance criteria as detailed in Section 4.7 through 4.10. 
  

 3 

	 	4.1	Design Criteria 

  

	 	4.1.1	Soil Improvement 

 There are four principal design
objectives for the Soil improvement design: 
  

	 	(1)	The first objective is that the treated materials in the general area of the tanks must be treated uniformly, over the specified Treatment Depth for that area such that a consistent
and uniform strength of not less than 25 psi is achieved. The treated soils must meet two use criteria: (1) material excavated from the top of treatment to variable depths must be acceptable for use in constructing perimeter earthen retention
dikes (material excavated to establish design rough grade, assumed no deeper than 7 ft depth, depending on bulking from soil improvement operations); (2) Achieve a minimum in-situ soil strength of 25 PSI. 

  

	 	(2)	The second objective is that Soil improvement under the proposed earthen containment dikes be sufficient to allow the unhindered and continuous construction of the dikes. Any
limitations to the construction of the dikes shall be included with the SOIL CONTRACTOR’S design information submittals. SOIL CONTRACTOR must identify and include instrumentation (at a minimum vibrating wire piezometers, inclinometers and
settlement platforms) and limits/criteria for monitored measurements and parameters during subsequent construction, A minimum in-situ soil strength of 25 PSI is required. 

  

	 	(3)	The third objective is to improve a block of soil of sufficient size to allow construction of each of two reinforced concrete sumps. The improved soil is to be designed to provide
(1) lateral stability for a vertical cut; and (2) prevent bottom heave or instability (including overall buoyancy) over the planned area; and (3) inhibit differential and total settlements of sump walls to maintain containment
integrity. The required strength of soil mix in the sump areas is to be determined by the SOIL CONTRACTOR as part of the final design of the soil mix. It is anticipated that the required strength will be a minimum of 25 PSI required for general soil
improvement purposes. Refer to Section 4.4 for design considerations. 

  

	 	(4)	 The fourth objective is to provide sufficient site improvement (soil stabilization and wick drain installations), that construction of the LNG containment dikes
will proceed such that Primary Consolidation Settlement (as defined in “Foundation Analysis and Design, Third Edition, by Joseph E. Bowles, McGraw-Hill Book 

  

 4 

	 	 
Company”) shall take place prior to Substantial Completion of the project, with the exception of any gaps in the dikes which may be required for
construction access by Tank SOIL CONTRACTOR or PURCHASER but which shall be completed or reinstated prior to Cool Down of each Tank. 

  

	 	4.1.2	Specific Design Requirements 

  

	 	(1)	All soil-mix designs must be based on the 28-day strength of the stabilized soil. 

  

	 	(2)	The consistency of the IMPROVED SOIL, in terms of unconfined compressive strength and other engineering parameters, shall be maintained in accordance with the acceptance criteria
throughout the entire depth of the improvement, spanning from the absolute top of the IMPROVED SOIL where it interfaces with the design rough grade, to the absolute bottom of the IMPROVED SOIL where it interfaces with the supporting/natural soil
layer. Adequate measures must be taken during construction to ensure this consistency, and the upper and lower extremities of the IMPROVED SOIL must be verified during the acceptance testing. 

  

	 	(3)	Items discussed in following “design considerations” sections are to be incorporated into calculations formally submitted for approval 

  

	 	4.2	Design Considerations - LNG Tank Area Soil Improvement 

 Items that must be submitted with the calculations in the final design include, but are not limited to: 
  

	 	4.2.1	The target design unconfined compressive strength of the IMPROVED SOIL, and the anticipated variation in strength based on previous experience. 

  

	 	4.2.2	Description of test section and procedure for establishing proper mix. 

  

	 	4.2.3	Verification of all design aspects and parameters after completion and testing of the IMPROVED SOIL test sections. 

  

	 	4.2.4	Detailed drawings of the IMPROVED SOIL methodology, including depth, spacing, equipment and identification and control methodology. 

  

	 	4.2.5	A detailed description with sketches explaining the construction sequence and the final configuration of the site. The description must demonstrate that the final configuration of
the site after soil improvement will be such that tank area rough grading and foundation construction (pile installation) can proceed without delay. 

  

 5 

	 	4.2.6	References to “cement” as applied to stabilized or improved soil in the LNG Tank Areas is intended to refer to cement or any other suitable reagent which results in
permanent improved strength meeting the technical requirements for IMPROVED SOIL and which is approved by PURCHASER. 

  

	 	4.3	Design Considerations - Wick Drains Below Containment Dikes 

 Within the context of the soil improvement effort, SOIL CONTRACTOR retains flexibility to sequence soil treatment and wick drain installations. If SOIL CONTRACTOR plans to install wick drains after general stabilization, then (as may be
appropriate), confirm wick drains can be installed and perform through any stabilized/improved surficial soils (up to 14 ft thick). SOIL CONTRACTOR must submit the following items for PURCHASER review as part of the design submittal: 
  

	 	4.3.1	Wick-drain material specifications, test data and sources. 

  

	 	4.3.2	Sample of drain materials, 24-in. min. length 

  

	 	4.3.3	Size, type, weight, maximum pushing force and configuration of the installation rig. 

  

	 	4.3.4	Dimensions and length of mandrel 

  

	 	4.3.5	Details of Drain Anchorage 

  

	 	4.3.6	Drainage details. 

  

	 	4.3.7	Estimated times to achieve 50, 75, 90 and 100% consolidation of the treated zone, based on proposed dike configurations. 

  

	 	4.3.8	Details of wick drain test section(s) 

  

	 	4.4	Design Considerations - LNG Sump 

 SOIL CONTRACTOR
must submit the following items for PURCHASER review as part of the design submittal; 
  

	 	4.4.1	Analyses confirming lateral stability of improved soil (deep soil mixed wall) during vertical excavation. 

  

	 	4.4.2	Define extent (plan area and depth) of the required soil deep soil mixing 

  

	 	4.4.3	Analyses confirming bottom stability (including overall buoyancy) of construction excavation (i.e. treatment is located outside of the plan area to be excavated).

  

	 	4.4.4	Calculated total and differential settlements. 

  

 6 

	 	4.4.5	The target design unconfined compressive strength of the IMPROVED SOIL, and the anticipated variation in strength based on previous experience, 

  

	 	4.4.6	Verification procedures for all design aspects and parameters after completion and testing of the IMPROVED SOIL test sections. 

  

	 	4.4.7	Detailed drawings of the IMPROVED SOIL methodology, including depth, spacing, equipment and identification and control methodology. 

  

	 	4.4.8	A detailed description with sketches explaining the construction sequence and the final configuration of the site. The description must demonstrate that the final configuration of
the site after soil improvement will be such that tank area rough grading and foundation construction (pile installation) can proceed without delay. 

  

	 	4.5	Acceptance Criteria - LNG Tank Area Soil Improvement 

  

	 	4.5.1	General Requirements 

 The acceptance criteria will
define spacing and location of core runs, laboratory testing, and analysis methods. The acceptance criteria must be unambiguous, and must be based on, as a minimum, the 28-day unconfined compressive strength (target strength) obtained from core
samples, and core recovery. 
 In order for a zone (as defined in Sections 4.5.2(3)) to be deemed acceptable, the analysis must prove that
the improved soil does not contain continuous layers of untreated material, or material less than design strength. 
  

	 	4.5.2	Minimum requirements of the Acceptance Criteria 

  

	 	(1)	For cases where cement stabilization is selected for general soil improvement and no specific structural use (such as shallow surface soil improvement, or in the option of
stabilization under an earthen retention dike), one core per 10,000 cubic feet of soil cement shall be conducted in full accordance with applicable ASTM procedures, A core is defined as a full-length continuous coring operation at a single location
that extends from the top to the bottom of the improved region. 

  

	 	(2)	A minimum of five samples shall be collected per core, as selected by PURCHASER. 

  

	 	(3)	 For the purpose of applying the acceptance criteria, each LNG tank area shall be divided into four zones of approximately equal 

  

 7 

	 	 
treatment volume. Within each zone, the acceptance criteria for the core samples shall be: 

  

	 	(a)	Recovery shall be at least 90 percent for each core; 

  

	 	(b)	RQD shall be at least 70 percent for each core; 

  

	 	(c)	Within a single core, the sum length of unmixed or poorly-mixed soil regions or lumps that extend entirely across the diameter of the core shall not exceed ten percent of the
recovered core length; 

  

	 	(d)	The average ultimate 28-day unconfined compressive strength of all core samples from within any zone, determined using laboratory testing, should be greater than or equal to the
target ultimate unconfined compressive strength on which SOIL CONTRACTOR’S design is based. For the purpose of calculating the average, samples exhibiting a laboratory strength more than twice the target strength shall be limited to a value
equal to twice the target strength; 

  

	 	(e)	Not more than five percent of the samples tested from within any zone shall exhibit a strength of less than sixty percent of the target unconfined compressive strength.

  

	 	(4)	Alternative confirmation testing, including techniques not based on boreholes and core samples will be considered. Such techniques must (a) meet the intent to confirm full
depth treatment; (b) confirm the improved soil meets the strength requirements; (c) be integrally incorporated into the test section program; (d) subject to review and approval based on site specific data and related to
coring/testing; (e) must be based on a zone approach similar to item 3 above; and (f) must define acceptable quality of the test method and the limits of acceptable test results. Note that approval of alternatives is not guaranteed.

  

	 	4.6	Acceptance Criteria - Wick Drains Below Containment Dikes 

  

	 	4.6.1	Materials 

  

	 	(1)	Wick Drains 

 Wick drains shall consist of
prefabricated, geocomposite band drains comprised of a channeled or studded core wrapped with a filter fabric. The core and filter shall be of polypropylene. The filter fabric shall fit tight around the core and shall be secured in a manner that
will not impede flow into or within the drain core: The 

  

 8 

 
width of the drain shall be 3,5 to 4 inches and the thickness shall be 0.1 to 0.15 in. The wick drain shall have adequate strength and other physical
properties that will withstand installation stress and remain intact and fully functional under operating conditions including expected settlement and ground deformations. Sand drainage blanket or prefabricated horizontal strips drains shall be
provided. PURCHASER shall submit samples of the wick drain along with specifications and test results as required herein. 
  

	 	(2)	Filter Fabric 

 The filter shall be non-woven,
polypropylene fabric with a maximum ACS of 212 pm (#70 U. S. Sieve), ASTM D 4751. The filter shall be capable of retaining fine silt size soil particles. 
  

	 	(3)	Core Material 

 Core material shall be channeled or
studded to permit efficient flow of water. The core shall be configured so that efficient flow of water will continue under all conditions of installation stress and expected ground settlement and lateral deformation. 
  

	 	4.6.2	Instrumentation 

 The wick drain design details are
to include an instrumentation package to monitor pore pressure over depth in the soft soil deposits and lateral deformations. Instrumentation, which is to be installed before starting dike construction, shall include: 
  

	 	(1)	Vibrating wire piezometers (VWPZ), installed in cross-section arrays consisting at a minimum of four evenly spaced depths at three locations (centerline and each toe); arrays to be
located at no more than 500 ft spacing along the length of the dike. Instrumentation for piezometers shall consist of a piezometer (at least 250 psi pressure range), signal cable, terminal box, data recorder, 4-level housing, slip couplings, and
1-inch diameter PVC pipe. 

 VWPZ instrumentation is to be installed with cabling protected and routed to one location for
remote read out of the instrumentation. Read out box is to be provided to PURCHASER after installation by SOIL CONTRACTOR. Initial VWPZ readings to be taken by SOIL CONTRACTOR. 
  

	 	(2)	 Inclinometer casing installed in cross-section arrays at four (4) locations (2 at each toe and 2 located 50 ft outside of each dike toe); arrays to be located
at no more than 300 feet spacing along the length of the dike; inclinometers to be long enough to extend 

  

 9 

	 	 
and key into basal sand deposit. Instrumentation for inclinometers shall consist of quick connect inclinometer casing (85 mm diameter), data readout, probe,
control cable (at least 100 feet), and top cap. One casing pulley to facilitate probe insertion shall be provided for all inclinometers. 

 SOIL CONTRACTOR to provide one (1) inclinometer instrument for use with installed inclinometer casing and associated software. Initial inclinometer reading to be taken by SOIL CONTRACTOR. 
  

	 	(3)	Settlement platforms, consisting of plates (at least 2 ft square) made of steel, a 1-in rod attached to the plate, and protective PVC sleeve around the rod. Platforms shall be
installed at a maximum of 100 ft spacing along the length of the dike, at dike centerline and at each dike toe. Platforms to be fabricated similar to that shown on sketch provided in Section 2.8.5 of Exhibit C. 

  

	 	4.7	Acceptance Criteria - LNG Sumps Area Soil improvement 

  

	 	4.7.1	General Requirements 

 The acceptance criteria will
define spacing and location of core runs, laboratory testing, and analysis methods. The acceptance criteria must be unambiguous, and must be based on, as a minimum, the 28-day unconfirmed compressive strength (target strength) obtained from core
samples, and core recovery. 
 In order for a zone (as defined in Sections 4.7.2(3)) to be deemed acceptable, the analysis must prove that
the improved soil does not contain continuous layers of untreated material, or material less than design strength. 
  

	 	4.7.2	Minimum requirements of the Acceptance Criteria 

  

	 	(1)	Where cement stabilization is selected for deep soil improvement in the LNG sumps area, a minimum of one core for each 6,000 cubic feet of soil cement shall be conducted in full
accordance with applicable ASTM procedures. A core is defined as a full-length continuous coring operation at a single location that extends from the top to the bottom of the improved region. 

  

	 	(2)	A minimum of five samples shall be collected per core, as selected by PURCHASER. 

  

	 	(3)	For the purpose of applying the acceptance criteria, each LNG sump area shall be considered one zone. Within each zone, the acceptance criteria for the core samples shall be the
same as stated in Section 4.5.2(3). 

  

 10 

	 	(4)	Similar to section 4.5.2(4), alternatives to coring and sample testing will be considered for deep soil mix applications in the LNG sumps area. However the threshold of acceptable
alternatives is higher since the LNG sumps are permanent structures and life/safety concerns apply. Therefore the level of testing and quality of test method is significantly more important 

  

	5.0	PRODUCTION WORK 

 After the field verification
program is completed and the STABILIZED SOIL design modified and/or proven, and after PURCHASER has reviewed and approved the final design, full production will immediately begin without delay. SOIL CONTRACTOR’S testing rig will be always
available for testing the foundation for compliance, as detailed in the approved field execution plan. 
  

	 	5.1.	Quality Control 

 During construction of the
STABILIZED SOIL, the SOIL CONTRACTOR shall maintain Quality Control (QC) in accordance with the approved quality control plan. 
 The quality
control program will monitor field parameters that SOIL CONTRACTOR believes will be necessary to ensure a quality end product. 
  

	 	(a)	For cement stabilization: such as water/cement ratio for the slurry, slurry injection rate, depth of STABILIZED SOIL columns, equipment effort (e.g. “amperage”), rotation
speed, advancement rate, field and laboratory test results, and any other critical/suitable parameter. 

  

	 	(b)	For alternatives to cement stabilization: equivalent levels of documentation and control, such as quantity of additives (lime, fly ash etc.), installation and mixing parameters,
wick drain lengths, as-built installation details, settlement monitoring programs etc. 

  

	 	(c)	Program must include details for quality and conformance testing, coordinated with the applicable Acceptance Criteria. 

 These parameters shall be documented and submitted to PURCHASER during the course of construction on a weekly basis. These documents should be kept
available for immediate inspection by PURCHASER, if requested. 
 For cement-based soil improvement, key installation parameters (as noted
above) must be continuously computer monitored during soil improvement and digitally recorded. Installation records are to be available for PURCHASER to review and inspect. Copy of records is to be formally submitted at regular intervals.

  

 11 

	 	5.2.	Tolerances for Soil Improvement 

 The tolerances of
the columns (treatment limits), unless approved otherwise, shall be: 
  

	 	5.2.1. 	Level at top: Not less than the elevation shown on the approved construction drawings. 

  

	 	5.2.2. 	Position at top: Except in areas where 100% treatment is required, center of each column of STABILIZED SOIL to be within 1 foot of the position given on PURCHASER approved
construction drawings. 

  

	 	5.2.3. 	Verticality: maximum deviation from vertical of 1 (horizontal) to 50 (vertical). 

  

	 	5.3.	Tolerances for Wick Drains 

  

	 	5.3.1. 	The location of the drains shall not vary by more than 6 inches (150mm) from the locations indicated on the approved construction drawings. 

  

	 	5.3.2. 	The equipment shall be carefully checked for plumbness prior to advancing each drain, and must not deviate more than 1 inch per foot (80rom/m) from the vertical.

  

	 	5.4.	Post-Production Acceptance Verification Testing 

  

	 	5.4.1. 	After the STABILIZED SOIL is installed (or soil improved), SOIL CONTRACTOR will be required to perform post-production verification testing in accordance with the approved
acceptance criteria. This will include, at a minimum, core drilling and logging, core recovery documentation, and unconfined compressive testing of select samples. Coring shall be conducted using a triple barrel sampler, or using a double barrel
sampler with an additional inner sleeve or split barrel. 

  

	 	5.4.2. 	Core drilling shall extend to a minimum of 24 inches below the toe of the STABILIZED/improved SOIL column, in order to recover cores of the soil at and immediately below the bottom
of the column, and to examine its condition and conduct any tests as necessary, with respect to the provisions of this specification. 

  

	 	5.4.3. 	In the LNG sump area, soil samples from below the column toe should be tested to demonstrate that the properties are consistent with the design assumptions.

  

 12 

	 	5.5	Non Conformance 

 In the event that a given zone
does not conform to the final approved acceptance criteria as required in section 4.4, SOIL CONTRACTOR may elect to pursue one of the following options: 
  

	 	(a)	Perform an additional core or cores, with unconfined compression testing at SOIL CONTRACTOR expense, in the failing elements (i.e. from within the same “push”) to help
determine if the non-conforming results were due to faulty coring, sampling, or testing methods. All evidence shall be subject to the review and approval of the PURCHASER. 

  

	 	(b)	SOIL CONTRACTOR may submit evidence, in the form of daily QC records, if the non-conformance can be attributed to a localized deficiency in installation technique (e.g. a localized
reduction in the cement content, an equipment breakdown, etc.). If PURCHASER is convinced that the non-conformance could be related to a documented installation deficiency, then all other soil-mixing columns or elements that exhibit a similar
localized deficiency shall be considered non-conforming unless proved otherwise using cores provided at SOIL CONTRACTOR expense. If columns with localized installation deficiencies are not shown to be acceptable, they shall be replaced or repaired
in an approved manner at SOIL CONTRACTOR’S expense. 

 If the SOIL CONTRACTOR-supplied evidence does not prove, to
PURCHASER’S satisfaction, that the non-conformance is due either to faulty sampling or to a documented localized deficiency in Installation technique, then the ratio of non-conforming cores to total cores taken within that zone shall be
considered representative of all production work within that zone, and appropriate repairs or replacements shall be provided at SOIL CONTRACTOR’S expense. For example, if 2 cores out of 10 total within a zone are not conforming, then 2 divided
by 10, or 20 percent of the work in that zone must be repaired or replaced in an approved manner at SOIL CONTRACTOR’S expense. 
  

	 	5.6	Drainage and Waste Control 

 SOIL CONTRACTOR shall
provide and otherwise ensure that the SOIL IMPROVEMENT operation is properly drained and that all areas are kept free of standing water. The drainage or dewatering system shall be approved in advance by PURCHASER. 
 All waste material shall be disposed of in accordance with procedures approved in SOIL CONTRACTOR’S field execution plan. 
 SOIL CONTRACTOR shall provide a drainage basin or drainage basins if required to meet the above requirement. Should contaminated water be encountered and
should it exceed acceptable limits, SOIL CONTRACTOR shall provide oil water separator at no cost to PURCHASER. 
  

 13 

 Wick drain installation is to provide positive drainage control, including design and construction of
requisite structures to allow the continuous and rapid removal of water away from the construction site. The drainage must allow for access into the associated LNG tank locations (for concurrent and follow-on construction activities such as tank
construction or embankment/dike construction). 
  

	 	5.7.	Waste Control and Working Platform 

 SOIL CONTRACTOR
shall provide a work platform above all soil improvement areas that will facilitate the soil improvement construction. The working platform may be constructed by mixing cement slurry, fly ash or lime into the ground surface or combined geofabrics,
gravel, mats etc. 
 Excess material will be stored onsite at location(s) designated by PURCHASER. Should additional material be required to
support construction equipment, it shall be provided by SOIL CONTRACTOR at no cost to PURCHASER, and shall be subject to review by PURCHASER. 
 Stabilized materials and spoil generated by the soil improvement process, which meets the requirements specified for soil improvement, may be left in place. However the materials must be suitable compacted, shaped and drained per the
requirements of the contract and specifications. 
  

	 	5.8.	Access Roads 

 Access to the site during early works
will be via Duck Blind Road. Improvement of this road is PURCHASERS responsibility. Access from Duck Blind Road to the work site shall be developed as required by SOIL CONTRACTOR in order to perform his Work, and shall include any maintenance
required to keep access passable. 
  

	 	5.9.	Surveying 

 SOIL CONTRACTOR shall be responsible for
layout of STABILIZED SOIL column locations and any other work activity requiring accurate surveying. 
 SOIL CONTRACTOR shall be responsible
for surveying to establish line grade for such improvement system from established survey control points. SOIL CONTRACTOR shall provide labor, qualified surveyors and surveying equipment to perform the layout work and to provide as-built locations
for each STABILIZED SOIL column to PURCHASER on a timely basis, 
 SOIL CONTRACTOR is responsible for providing surveyed coordinates and
ground surface elevations for all subsurface investigations conducted during the course of the work. 
  

 14 

	6.0	Submittals 

 Required submittals identified within
this specification include the following: 
  

	 	(1)	Quality Control Plan, required before start of field work. 

  

	 	(2)	Test Section Execution Plan, submittal and approval required before starting construction of test sections (for soil stabilization and for wick drains). 

  

	 	(3)	Test Section Results Reports, submittal and approval required before start of production work. 

  

	 	(4)	Final Design Package, submittal and approval required before start of production work. 

  

	 	(5)	Execution Plan for production work, submittal and approval required before start of production work. 

  

 15 

 ATTACHMENT II 
 DRAWING AND DATA REQUIREMENTS 
  

	1.0	GENERAL REQUIREMENTS 

 SOIL CONTRACTOR shall submit
all required drawings and data to PURCHASER in the manner and within the time limits specified below. 
 All drawings and data shall be
transmitted to the PURCHASER in the number of copies specified in this Appendix, 
  

	2.0	EQUIPMENT/COMPONENT DRAWINGS AND DATA 

 These
drawings and data shall include, but not be limited to all basic design criteria, general arrangement and outline dimensions, utility requirements, electrical single line, schematic, P&IDs, control diagrams, maintenance and operating space
requirements, cross sections and material lists, performance characteristic curves, calculations and completed Data Sheets. In addition to these items, the specific data requirements are as defined in the attached forms. 
  

	3.0	RECOMMENDED SPARE PARTS 

 SOIL CONTRACTOR shall
submit complete recommended spare parts lists. The lists shall include: 
  

	 	•	 	Part description and number (in sufficient detail to order, to include size, material, etc.); 

  

	 	•	 	Recommended quantity of each spare part for FAT, SIT, installation/commissioning and for two years operation; 

  

	 	•	 	Recommended quantities of special tools or instruments required for maintenance; 

  

	 	•	 	Recommended quantities of consumable items; 

  

	 	•	 	Unit cost of each part (note-sets, part, etc.); 

  

	 	•	 	Supplier’s name and other company information (address, etc.); 

  

	 	•	 	Supplier’s identification (shop order numbers, etc.) if applicable; and 

  

	 	•	 	Validity and basis of price quotation. 

 SOIL CONTRACTOR
shall state any necessary additional information required to fabricate or locate a part (serial numbers, tag numbers, etc.) to facilitate ordering. 
  

 16 

	4.0	DOCUMENT TRANSMITTAL ADDRESS 

 SOIL CONTRACTOR shall
submit all documents to the following address: 
  

							
	PURCHASER:	  	Sabine Pass LNG, L.P.	  	with copy to:	  	Bechtel Corporation
				
	Address:	  	 717 Texas Avenue
 Suite 3100
 Houston, TX 77002
	  	Address:	  	 Bechtel Corporation
 3000 Post Oak Boulevard

Houston, TX 77056

				
	Attention:	  	Ed Lehotsky	  	Attention:	  	TBD
				
	Telephone:	  	713-265-0206	  	Facsimile:	  	713-235-1610
				
	Facsimile:	  	713-659-5459	  		  	

  

	5.0	DRAWING AND DATA REQUIREMENTS 

 SOIL CONTRACTOR will
be required to comply with the following drawing and data requirements: 
  

	 	A.	Drawings and data submitted by SOIL CONTRACTOR shall be in electronic format (see Paragraph 5.0J). Where this is not possible, the drawings submitted by the SOIL CONTRACTOR will be
electronically scanned and/or microfilmed, therefore, SOIL CONTRACTOR and any of his subsuppliers must submit the type of reproduction specified in the following paragraphs. 

  

	 	B.	AH drawings submitted must have light, clear backgrounds with sharp, opaque object, definition lines, and noncrowded dimensioning and lettering. Each drawing shall be suitable for
microfilming at a 30 to 1 reduction and then enlarged to full size. Reproducibles shall be black-on-white, such as Xerox 1860 vellum. All reproducibles for originals, which are 11 inch by 17 inch and smaller may be photo copies on plain bond paper.
Sepias are not acceptable. 

 Drawings must be flat or rolled, not folded. 
  

	 	C.	Catalog cuts, typed material and other nonpictorial data shall be black-on-white. Images shall be sharp and clear to allow further legible reproduction by PURCHASER. Second, third,
etc., generation copies are not acceptable. 

  

	 	D.	Documents not meeting the above requirements will be rejected for resubmittal and any added costs incurred by PURCHASER as a result of poor drawings will be backcharged to SOIL
CONTRACTOR. 

  

	 	E.	 Documents must show, in the lower right hand corner, job number, equipment tag number, PURCHASER’S subcontract number, drawing number, revision number, SOIL
CONTRACTOR’S title, equipment service, PURCHASER’S and 

  

 17 

	 	 
OWNER name, project title, long file save name with extension and project location. 

  

	 	F.	Documents with multiple sheets, such as calculations, must be resubmitted as a complete document. Revised single sheets will not be accepted. 

  

	 	G.	Resubmittal of documents requires the same number of prints and reproducibles as the first submittal. 

  

	 	H.	SOIL CONTRACTOR shall not submit unchecked drawings, calculations, and data for review. All unchecked materials will be returned to the SOIL CONTRACTOR without review or acceptance
with a request to resubmit on a completely checked basis. Any resulting price or schedule impact shall be the SOIL CONTRACTOR’S responsibility. 

  

	 	I.	When applicable, SOIL CONTRACTOR shall provide professional engineering stamps on appropriate documents. 

  

	 	J.	If the drawings and data submitted by the SOIL CONTRACTOR have been prepared using one of the following formats: 

  

					
	 Application Type
	  	 Standard Application
	  	 File
Extension

	 Word Processor
	  	 MS Word 97
	  	.doc
			
	 Spreadsheet
	  	 MS Excel 97
	  	.xls
			
	 Presentation Software
	  	 MS PowerPoint 97
	  	.ppt
			
	 Data Base
	  	 MS Access 97
	  	.mdb
			
	 CADD
	  	 Bentley Microstation 3E Re!
	  	.dgn
			
		  	 AutoCAD 14
	  	.dwg
			
		  	 Common data exchange format
	  	.dxf
			
	 Graphic Format
	  	 TIFF Group IV
	  	.tif
			
		  	 TIFF LZW or JPEG Compressed
	  	.jpg
			
		  	 HPGL/2
	  	
			
	 Portable Document Format
	  	 Adobe Acrobat 4.0
	  	.pdf

  

 18 

 SOIL CONTRACTOR shall also submit an electronic copy (in one of the media given below) of the
drawings/data in the original electronic format. Acceptable media for the electronic copies is as follows: 
  

	 	•	 	electronic file in original application format via the Bechtel Anonymous FTP or Bechtel email 

  

	 	•	 	on CD-ROM using ISO 9660 or Joliet format and readable from Windows 95/98 or NT 4.0 based PC. 

 If SOIL CONTRACTOR does not use the above applications and cannot save the file in one of the above formats then SOIL CONTRACTOR shall save it or scan it
into a portable document format. This portable document format is a .pdf file with UNCOMPRESSED ASCII text, (i.e. text searchable) created using Adobe Acrobat. Files from DOS or other platforms for which Adobe Acrobat writers are not available will
need to be submitted in an ASCII text version along with a physical copy of the document, which will be scanned. 
 SOIL CONTRACTOR shall
obtain Adobe Acrobat 3.0 or later for Windows (also available for Mac) to create the files from SOIL CONTRACTOR’S existing applications where SOIL CONTRACTOR does not use one of the above mentioned formats. 
 If SOIL CONTRACTOR does not use one of the above applications and obtaining Adobe Acrobat is not a viable option, the SOIL CONTRACTOR shall submit a list
of the formats the SOIL CONTRACTOR uses. 
  

	6.0	DRAWING REVIEW 

  

	 	A.	Drawings and documents submitted for PURCHASER’S review will be returned to SOIL CONTRACTOR with two (2) stickers on each document. One (1) sticker will indicate the
equipment tag number and PURCHASER’S SOIL CONTRACTOR print Jog number. The second sticker will indicate, by mark, one (1) of the following review codes: 

  

			
	Code 1	  	Work may proceed.
		
	Code 2	  	Revise and resubmit. Work may proceed subject to incorporation of changes indicated
		
	Code 2b	  	Revise. Incorporate changes as indicated. Resubmittal not required. Work may proceed.
		
	Code 3	  	Revise and resubmit. Work may not proceed.
		
	Code 4	  	Review not required. Work may proceed.

 Although work may proceed on receipt of a drawing with a Code 2 notation, SOIL CONTRACTOR must
resolve the comments indicated, resubmit and obtain a Code 1 notation. Any drawing or document receiving a review Code 2 or 3 must be resubmitted until it achieves either a Code 1 or 4 review status. Final invoice  

  

 19 

 
will not be processed until all drawings and documentation requirements are fulfilled. 
  

	 	B.	All SOIL CONTRACTOR data will be logged in and assigned a unique log number by the PURCHASER, Subsequent submittals of the same documents will receive the same log number, which was
assigned to the initial submittal, except that the submittal number will be changed. 

 For example, the initial drawing
received would be assigned: 
 

 
 On subsequent submittals, only the submittal will change. If the SOIL CONTRACTOR incorporates this data into a manual, the data
becomes part of the manual and the manual is togged in and assigned its own log number. Code 1 or 4 approval of a manual does not eliminate the requirements for all individually submitted documents to receive a Code 1 or 4 review code.

 Status and Log Sticker Sample 
  

					
	  ̈        1. Work may proceed
	  	Date Received:	  	
			
	  ̈        2. Revise & Resubmit. Work may proceed. Subject
             to incorporation of Changes as indicated.
	  	IMPORTANT: Permission to proceed does not constitute acceptance or approval of design details, calculations, analysis, test methods or materials developed or selected by the supplier and does
not relieve supplier from full compliance with contractual obligations.	  	DWG. Status
			
	  ̈        2b. Revise, Incorporate changes as indicated.
             Resubmittal not required. Work may proceed.
	  		  	Signed
			
	  ̈        3. Revise & Resubmit. Work may not proceed.
	  		  	Date
			
	  ̈        4. Review not required. Work may proceed
	  		  	BECHTEL

  

 20 

 Job & V. P. NO 
 Equipment # 
  

	1.	Reason for resubmittal 

  

	 	 ̈	Bechtel Design 

  

	 	 ̈	Supplier Design 

  

	 	 ̈	Supplier Correction 

  

	 	 ̈	Client Required 

  

	 	 ̈	Not Necessary 

  

 21 

	 	C.	Drawings or data returned to SOIL CONTRACTOR for revision must be resubmitted within ten (10) working days after receipt. Resubmittals shall retain original number and be
clearly marked with revision triangles enclosing the revision number. The revision triangles shall remain as a permanent part of the document. Correspondence accompanying revised drawings and data must show the SOIL CONTRACTOR print log number.

 SOIL CONTRACTOR shall evaluate PURCHASER comments and incorporate them in a technically sound manner without affecting the
progress of the Work. SOIL CONTRACTOR shall request clarification or suggest alternatives where questions of technical feasibility arise. 
  

 22 

 Execution Version 
 SABINE PASS LNG TERMINAL PROJECT (PHASE 2) 
 ENGINEER, PROCURE AND CONSTRUCT
(EPC) LNG 
 UNIT RATE SOIL CONTRACT 
 EXHIBIT E 
 SCOPE OF MANAGEMENT CONTRACTOR’S AUTHORITY 
 AS AUTHORIZED REPRESENTATIVE 
  

	1.	Introduction 

 1.1 Management Contractor shall have
the authority to act on behalf of PURCHASER as set forth below. 
  

	2.	Scheduling and Other Construction Planning 

 2.1
Management Contractor is authorized to request and receive from SOIL CONTRACTOR information necessary to organize the Phase 2 Project, including the creation of Phase 2 Project master schedules. 
 2.2 Management Contractor is authorized to request and receive from SOIL CONTRACTOR information necessary to prepare cost reports, progress reports,
construction forecasts, estimates of monthly cash requirements, estimates for contract progress payments, and such other reports and data as may be required by PURCHASER. 
  

	3.	Performance, Quality and Progress of SOIL CONTRACTOR’s Work 

 3.1 Management Contractor is authorized to request and review Permits and other licenses required by the Soil Contract to ensure SOIL CONTRACTOR is in compliance with its contractual requirements under the Soil
Contract. 
 3.2 Management Contractor is authorized to review with SOIL CONTRACTOR and to comment on various procedures related to the
performance of the Work, such as welding procedures, testing procedures, calibration procedures, or other procedures necessary for the performance of the Work and for which input from PURCHASER is required by the Soil Contract or otherwise is
desirable. 
 3.3 Management Contractor is authorized to monitor the progress of SOIL CONTRACTOR’s Work and observe all such Work at the
Phase 2 Site. If requested by PURCHASER, Management Contractor is authorized to observe the performance of such Work at other locations. 
 3.4 Management Contractor is authorized to inspect the Work to the same extent PURCHASER is permitted to do so under the Soil Contract. 
 3.5 Management Contractor is authorized to issue to SOIL CONTRACTOR notices of non-conforming Work in accordance with the Soil Contract; if necessary and appropriate, Management Contractor may recommend to PURCHASER further action with
respect to SOIL 

 
CONTRACTOR, including termination for default if SOIL CONTRACTOR fails to correct such non-conforming Work in accordance with the terms of the Soil
Contract. Management Contractor is not authorized to issue such termination for default on behalf of PURCHASER. 
 3.6 Management
Contractor is authorized to assist PURCHASER with the enforcement of warranties from SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors on the Phase 2 Project. 
 3.7 On behalf of and as requested by PURCHASER, Management Contractor also is authorized to perform expediting, quality surveillance and traffic services with respect to materials, equipment and supplies procured
through SOIL CONTRACTOR. As used herein, quality surveillance services consists of the review, observation and evaluation of processes, procurement, manufacturing operations, quality control systems and programs to monitor SOIL CONTRACTOR compliance
with contractual quality requirements. This does not include directing SOIL CONTRACTOR’s Subcontractors. 
 3.8 Management Contractor is
authorized to review and determine quantities of materials and equipment installed by SOIL CONTRACTOR and to assess the percentage completion of the Work. 
 3.9 Management Contractor is authorized to monitor SOIL CONTRACTOR’s compliance, or lack thereof, with the Soil Contract Schedule. In the event SOIL CONTRACTOR is not in compliance with the Soil Contract
Schedule, Management Contractor may issue a notice of non-compliance to SOIL CONTRACTOR and direct SOIL CONTRACTOR to comply with its schedule obligations, to the extent PURCHASER is permitted to do so under the Soil Contract. Management Contractor
is not authorized to order acceleration of the Work if such acceleration would warrant a Change Order under the Soil Contract. 
  

	4.	Review of Items and Requests for Information Submitted by SOIL CONTRACTOR 

 4.1 Management Contractor is authorized to receive and review items submitted by SOIL CONTRACTOR, including drawings, shop drawings, and samples. Management Contractor is authorized to request additional information
regarding such items, reject such items and accept such items to the same extent PURCHASER is permitted to do so under the Soil Contract. 
 4.2 Management Contractor is authorized to receive and review requests for information (“RFIs”) submitted by SOIL CONTRACTOR and to respond to such RFIs on behalf of PURCHASER. 
  

	5.	Safety and Security 

 5.1 Management Contractor is
authorized to monitor and direct compliance with the Phase 2 Project security obligations of SOIL CONTRACTOR to the same extent PURCHASER is permitted to do so under the Soil Contract. 
  

 2 

 5.2 Management Contractor is authorized to monitor and direct compliance with Phase 2 Project safety
obligations of SOIL CONTRACTOR. This includes the authority to issue instructions related to safety and to stop unsafe Work by SOIL CONTRACTOR to the same extent PURCHASER is permitted to do so under the Soil Contract. Management Contractor may
recommend to PURCHASER the removal from the Phase 2 Project of personnel not complying with the safety requirements of the Phase 2 Project, but Management Contractor may not direct that such personnel be removed. 
 5.3 Management Contractor is authorized to instruct SOIL CONTRACTOR, its Subcontractors and Subsubcontractors to stop Work in any area where Hazardous
Materials are discovered. Management Contractor is also authorized to instruct SOIL CONTRACTOR and its Subcontractors and Sub-subcontractors to leave and not re-enter any portion of the Phase 2 Site where Hazardous Materials are discovered.

 5.4 Management Contractor is authorized to work with the safety representatives of SOIL CONTRACTOR for implementation by SOIL CONTRACTOR
of specific programs designed to enhance safety awareness and promote accident and fire prevention. 
  

	6.	Insurance 

 6.1 Management Contractor is authorized
to request and receive certificates of insurance, policies of insurance and any other information related to insurance from SOIL CONTRACTOR to the same extent PURCHASER is permitted to do so under the Soil Contract. 
 6.2 Management Contractor is authorized to request information and documents necessary to ensure that SOIL CONTRACTOR is in compliance with the insurance
obligations of the Soil Contract. 
 6.3 Management Contractor is authorized to investigate claims made by any SOIL CONTRACTOR on any
insurance policy provided by Management Contractor or PURCHASER with respect to the Phase 2 Project. 
  

	7.	Payment of SOIL CONTRACTOR 

 7.1 Management
Contractor is authorized to request and receive estimates and forecasts of the monthly cash flow requirements of SOIL CONTRACTOR as necessary to fund the bank account designated for the payment of contractor invoices on the Phase 2 Project
(“Company Contractor Payment Account”). SOIL CONTRACTOR shall comply with such requests. 
 7.2 Management Contractor is authorized
to receive and review Invoices from SOIL CONTRACTOR and to provide its review and recommendations regarding such Invoices to PURCHASER. 
 7.3 Management Contractor is authorized to request and receive lien and claim waivers required by the Soil Contract. 
  

 3 

 7.4 Management Contractor is authorized to request and receive other documents and documentation required
by the Soil Contract to be included in Invoices or delivered with Invoices. 
 7.5 Management Contractor is authorized to make payment on
Invoices from the Company Contractor Payment Account. 
 7.6 Management Contractor shall not be authorized to withhold any amounts invoiced
by SOIL CONTRACTOR, except with the express written consent of or direction from PURCHASER. 
  

	8.	Completion of SOIL CONTRACTOR Work 

 8.1 Management
Contractor is authorized to work with SOIL CONTRACTOR to develop punchlists for the Work as required by the Soil Contract. 
 8.2 Management
Contractor is authorized to identify and direct the correction of the Work (including Corrective Work) of SOIL CONTRACTOR that is not in compliance with the requirements of the Soil Contract to the same extent PURCHASER is permitted to do so under
the Soil Contract. 
 8.3 Management Contractor is authorized to receive certificates or notices of completion from SOIL CONTRACTOR, to
review and evaluate any such certificates and notices, and to make recommendations to PURCHASER regarding whether SOIL CONTRACTOR’s Work is complete with respect to such notice or certificate. Management Contractor is not authorized to approve
any such certificates or notices without the express written consent of or direction from PURCHASER. 
  

	9.	SOIL CONTRACTOR Claims and Requests for Change Orders 

 9.1 Management Contractor is authorized to receive and review claims, by requests for Change Orders or otherwise, for additional time and additional compensation from SOIL CONTRACTOR with respect to the performance of the Work under the
Soil Contract. With respect to such claims, Management Contractor is authorized to request additional information and to seek clarification of such claims, and if Management Contractor believes that the claim is not justified under the Soil
Contract, Management Contractor is authorized to convey that belief to SOIL CONTRACTOR. Management Contractor is authorized to make recommendations to PURCHASER about accepting or rejecting such claims and regarding whether Management Contractor
believes a Change Order is justified under the Soil Contract. 
 9.2 If instructed by PURCHASER to do so, Management Contractor is authorized
to negotiate Change Orders with SOIL CONTRACTOR regarding claims. SOIL CONTRACTOR retains the right to finalize negotiations of any such Change Order directly with PURCHASER. Management Contractor is not authorized to execute Change Orders on behalf
of PURCHASER. 
  

 4 

	10.	Site Access, Coordination, Lay Down and Storage 

 10.1 Management Contractor is authorized to coordinate access of SOIL CONTRACTOR and its Subcontractors and Subsubcontractors to and from the Phase 2 Site. As part of this coordination, Management Contractor is authorized to schedule and
coordinate access to the construction dock, plant, roads, and other delivery routes for all SOIL CONTRACTOR and its Subcontractors and Subsubcontractors. 
 10.2 Management Contractor is authorized to coordinate and assign available space on the Phase 2 Site for lay down of materials, storage of materials and equipment and location of facilities, provided that Management
Contractor first consults with PURCHASER regarding such lay down, storage and location. If SOIL CONTRACTOR believes that a change to the agreed assignment forms the basis for a Change Order, SOIL CONTRACTOR shall seek relief pursuant to the terms of
General Condition 32, titled CHANGES. 
  

	11.	Permits and Other Governmental Requirements 

 11.1
Management Contractor is authorized to assist PURCHASER in acquiring Permits required for the Phase 2 Project. 
 11.2 Management Contractor
is authorized to request and receive information from SOIL CONTRACTOR necessary for PURCHASER to comply with Applicable Law and any requirements of any Governmental Instrumentality with respect to sales and use tax or other Taxes on the Phase 2
Project. Management Contractor does not have audit rights over the SOIL CONTRACTOR, and any information requested shall be solely related to the Soil Contract. 
  

	12.	Notice of Exercise of Authority Herein 

 12.1
Management Contractor shall provide PURCHASER with a copy of any written instruction, directive, notice, or other document issued hereunder. 
  

	13.	PURCHASER Right to Request Withdrawal and Supersede 

 13.1 If Management Contractor exercises its authority herein by issuing to SOIL CONTRACTOR a directive, instruction, or order; or by granting any permission; or otherwise; PURCHASER may request that Management Contractor withdraw or retract
such directive, instruction, order, permission, or other exercise of authority, and Management Contractor shall do so within two (2) Days of any such request by PURCHASER. 
 13.2 PURCHASER has the right to supersede any exercise by Management Contractor of Management Contractor’s authority granted herein. 
  

 5 

 Execution Version 
 SABINE PASS LNG PROJECT (PHASE 2) 
 SOIL IMPROVEMENT CONTRACT

 EXHIBIT “F” 
 FORM OF CONSENT AND AGREEMENT 
 THIS CONSENT AND AGREEMENT (this “Consent and
Agreement”) dated as of [                    ], is made and entered into by and among Remedial Construction Services, L.P., a
corporation duly organized and validly existing under the laws of the State of [                    ] (the “Project Party”),
Sabine Pass LNG, L.P., a limited partnership duly organized and validly existing under the laws of the State of Delaware (the “Owner”) and HSBC Bank U.S.A., National Association, in its capacity as collateral agent (in such
capacity, together with its successors and assigns in such capacity, the “Collateral Agent”) under the Security Documents.  
 W I T N E S S E T H 
 WHEREAS, the Owner, the lenders under the Credit Agreement referred to below and the Collateral Agent
are parties to an [Amended and Restated Credit Agreement] dated on or about the date hereof (as amended, modified and supplemented and in effect from time to time, the “Credit Agreement”) pursuant to which the lenders will make
loans and extend other credit to the Owner for the purpose of financing the cost of Phase 1 and Phase 2 of the construction and operation of the Sabine Pass Facility and related expenses; 
 WHEREAS, the Project Party and Owner have entered into that certain Sabine Pass LNG Project (Phase 2) Engineer, Procure and Construct (EPC) LNG Unit Rate Soil
Improvement Contract dated as of [Date] (as amended, restated, modified or otherwise supplemented from time to time, the “Assigned Agreement”), pursuant to which the Project Party shall engineer, procure, construct and manage
the construction of the soil improvement for the Phase 2 Project (as defined in the Assigned Agreement); and 
 WHEREAS, as security for the loans made by
the lenders under the Credit Agreement, the Owner has assigned, pursuant to the security documents entered into between the Owner and the Collateral Agent (as amended, modified and supplemented and in effect from time to time, the “Security
Documents”), all of its right, title and interest in, to and under, and granted a security interest in, the Assigned Agreement to the Collateral Agent on behalf of the secured parties identified therein (the “Secured
Parties”). 
 NOW THEREFORE, as an inducement to the lenders to make the loans, and in consideration of other good and valuable consideration, the
receipt and adequacy of which is hereby acknowledged, the parties hereto, intending to be legally bound, hereby agree as follows: 
 1.
Definitions. Terms defined in the Credit Agreement are used herein as defined therein. Unless otherwise stated, references herein to any Person shall include its permitted successors and assigns and, in the case of any Government Authority,
any Person succeeding to its functions and capacities. 
 2. Representations and Warranties. The Project Party hereby represents and
warrants that: 
 (a) it is a corporation duly organized, validly existing and in good standing under the laws of the State of
Nevada. The Project Party is duly qualified to do business and is in good standing in all jurisdictions where necessary in light of the business it conducts and the property it 

  

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owns and intends to conduct and own and in light of the transactions contemplated by the Assigned Agreement. No filing, recording, publishing or other act
that has not been made or done is necessary or desirable in connection with the existence or good standing of the Project Party or the conduct of its business. 
 (b) The Project Party has the full corporate power, authority and right to execute, deliver and perform its obligations hereunder and
under the Assigned Agreement. The execution, delivery and performance by the Project Party of this Consent and Agreement and the Assigned Agreement and the consummation of the transactions contemplated hereby and thereby have been duly authorized by
all necessary corporate and shareholder action. This Consent and Agreement and the Assigned Agreement have been duly executed and delivered by the Project Party and constitute the legal, valid and binding obligations of the Project Party enforceable
against the Project Party in accordance with their respective terms, except as the enforceability thereof may be limited by (i) applicable bankruptcy, insolvency, moratorium or other similar laws affecting the enforcement of creditors’
rights generally and (ii) the application of general principles of equity (regardless of whether such enforceability is considered in a proceeding at law or in equity). 
 (c) The execution, delivery and performance by the Project Party of this Consent and Agreement and the Assigned Agreement do not and will
not (i) require any consent or approval of the board of directors of the Project Party or any shareholder of the Project Party or of any other Person which has not been obtained and each such consent or approval that has been obtained is in
full force and effect, (ii) violate any provision of any law, rule, regulation, order, writ, judgment, decree, determination or award having applicability to the Project Party or any provision of the certificate of incorporation or by-laws of
the Project Party, (iii) conflict with, result in a breach of or constitute a default under any provision of the certificate of incorporation, by-laws or other organic documents or any resolution of the board of directors (or similar body) of
the Project Party or any indenture or loan or credit agreement or any other agreement, lease or instrument to which the Project Party is a party or by which the Project Party or its properties and assets are bound or affected or (iv) result in,
or require the creation or imposition of, any Lien upon or with respect to any of the assets or properties of the Project Party now owned or hereafter acquired. The Project Party is not in violation of any such law, rule or regulation, order, writ,
judgment, decree, determination or award referred to in clause (ii) above or its certificate of incorporation or by-laws or in breach of or default under any provision of its certificate of incorporation or by-laws or any material agreement,
lease or instrument referred to in clause (iii) above. 
 (d) [No Government Approval is required for the execution,
delivery or performance of this Consent and Agreement and the Assigned Agreement by the Project Party or for the exercise by the Collateral Agent of its rights and remedies.] [Each Government Approval required for the execution, delivery or
performance of this Consent and Agreement and the Assigned Agreement by the Project Party and for the exercise by the Collateral Agent of its rights and remedies hereunder has been validly issued and duly obtained, taken or made, is not subject to
any condition, does not impose restrictions or requirements inconsistent with the terms hereof or of the Assigned Agreement, is in full force and effect and is not subject to appeal. Each such Government Approval is listed on Exhibit A hereto.]

 (e) This Consent and Agreement and (assuming the due authorization, execution and delivery by, and binding effect on, the
Owner) the Assigned Agreement are in full force and effect. 
  

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 (f) There is no action, suit or proceeding at law or in equity by or before any
Government Authority, arbitral tribunal or other body now pending or to the best knowledge of the Project Party, threatened against or affecting the Project Party or any of its properties, rights or assets which (i) if adversely determined,
individually or in the aggregate, could have a material adverse effect on its ability to perform its obligations hereunder or under the Assigned Agreement or (ii) questions the validity, binding effect or enforceability hereof or of the
Assigned Agreement or any action taken or to be taken pursuant hereto or thereto or any of the transactions contemplated hereby or thereby. 
 (g) The Project Party is not in default under any material covenant or obligation hereunder or under the Assigned Agreement and no such default has occurred prior to the date hereof. To the best knowledge of the
Project Party, the Owner is not in default under any material covenant or obligation of the Assigned Agreement and no such default has occurred prior to the date hereof. After giving effect to the assignment by the Owner to the Collateral Agent of
the Assigned Agreement pursuant to the Security Documents, and after giving effect to the acknowledgment of and consent to such assignment by the Project Party, there exists no event or condition which would constitute a default, or which would,
with the giving of notice or lapse of time or both, constitute a default under the Assigned Agreement. The Project Party and, to the best knowledge of the Project Party, the Owner have complied with all conditions precedent to the respective
obligations of such party to perform under the Assigned Agreement. 
 (h) This Consent and Agreement and the Assigned
Agreement constitute and include all agreements entered into by the Project Party relating to, and required for the consummation of, the transactions contemplated by this Consent and Agreement and the Assigned Agreement. 
 3. Consent and Agreement. The Project Party hereby acknowledges and agrees that: 
 (a) The Project Party hereby acknowledges and irrevocably consents to the assignment by the Owner of all its right, title and interest in
the Assigned Agreement to the Collateral Agent as collateral security for the payment and performance of the Owner of its obligations under the Credit Agreement. 
 (b) Provided that an event of default by the Owner shall have occurred and be continuing pursuant to the loan documents executed in
accordance with the Security Agreement, the Collateral Agent and any assignee thereof shall be entitled to exercise any and all rights of the Owner under the Assigned Agreement in accordance with their respective terms and the Project Party shall
comply in all respects with such exercise. Without limiting the generality of the foregoing and provided that an event of default by the Owner shall have occurred and be continuing pursuant to the loan documents executed in accordance with the
Security Agreement, the Collateral Agent and any assignee thereof shall have the full right and power to enforce directly against the Project Party all obligations of the Project Party under the Assigned Agreement and otherwise to exercise all
remedies thereunder and to make all demands and give all notices and make all requests required or permitted to be made by the Owner under the Assigned Agreement. 
 (c) The Project Party will not, without the prior written consent of the Collateral Agent, take any action to (i) cancel or
terminate, or suspend performance under, the Assigned Agreement (except as expressly provided in the Assigned Agreement), (ii) exercise any of its rights set forth in the Assigned Agreement to cancel or terminate, or suspend performance under,
the Assigned Agreement unless the Project Party shall have delivered to the Collateral Agent written notice stating that it intends to exercise such right on a date not less than 60 days after the date of such 

  

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notice, provided it has such right under the Assigned Agreement, specifying the nature of the default giving rise to such right (and, in the case of a
payment default, specifying the amount thereof) and permitting the Collateral Agent to cure such default by making a payment in the amount in default or by performing or causing to be performed the obligation in default, as the case may be,
(iii) except for change orders, amend, supplement or otherwise modify the Assigned Agreement (as in effect on the date hereof), (iv) sell, assign or otherwise dispose of (by operation of law or otherwise) any part of its interest in the
Assigned Agreement or (v) petition, request or take any other legal or administrative action which seeks, or may reasonably be expected, to rescind, terminate or suspend or amend or modify the Assigned Agreement or any part thereof. In
furtherance of the foregoing clause (ii), the Project Party agrees that, notwithstanding anything contained in the Assigned Agreement to the contrary, upon the occurrence of a default under the Assigned Agreement that cannot by its nature be cured
by the payment of money, the Project Party will not cancel or terminate the Assigned Agreement if, and for so long as, the Collateral Agent shall be diligently seeking to cure such default or otherwise to institute foreclosure proceedings, or
otherwise to acquire the Owner’s interest in the Assigned Agreement, and the Project Party shall grant the Collateral Agent a reasonable period of time to cure such default upon the occurrence of such foreclosure or acquisition. 
 (d) The Project Party shall deliver to the Collateral Agent at the address set forth on the signature pages hereof, or at such other
address as the Collateral Agent may designate in writing from time to time to the Project Party, concurrently with the delivery thereof to the Owner, a copy of each material notice, request or demand given by the Project Party pursuant to the
Assigned Agreement. 
 (e) In the event that the Collateral Agent or its designee(s) succeeds to the Owner’s interest
under the Assigned Agreement as permitted under the Security Documents, the Collateral Agent or its designee(s) shall assume liability for all of the Owner’s obligations under the Assigned Agreement; provided however, that such liability shall
not include any liability for claims of the Project Party against the Owner arising from the Owner’s failure to perform during the period prior to the Collateral Agent’s or such designee(s)’ succession to the Owner’s interest in
and under the Assigned Agreement. Except as otherwise set forth in the immediately preceding sentence, none of the Secured Parties shall be liable for the performance or observance of any of the obligations or duties of the Owner under the Assigned
Agreement and the assignment of the Assigned Agreement by the Owner to the Collateral Agent pursuant to the Security Agreement shall not give rise to any duties or obligations whatsoever on the part of any of the Secured Parties owing to the Project
Party. 
 (f) Upon the exercise by the Collateral Agent of any of the remedies as permitted under the Security Documents in
respect of the Assigned Agreement, the Collateral Agent may assign its rights and interests and the rights and interests of the Owner under the Assigned Agreement to any purchaser or transferee of the Project, if such purchaser or transferee shall
assume all of the obligations of the Owner under the Assigned Agreement. Upon such assignment and assumption, the Collateral Agent shall be relieved of all obligations under the Assigned Agreement arising after such assignment and assumption.

 (g) In the event that (i) the Assigned Agreement is rejected by a trustee or debtor-in-possession in any bankruptcy or
insolvency proceeding involving the Owner or (ii) the Assigned Agreement is terminated as a result of any bankruptcy or insolvency proceeding involving the Owner and, if within 90 days after such rejection or termination, the Collateral Agent
or its designee(s) shall so request and shall certify in writing to the Project Party that it intends to perform the obligations of the Owner as and to the extent required under the Assigned 

  

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Agreement, the Project Party will execute and deliver to the Collateral Agent or such designee(s) a new Assigned Agreement which shall be for the balance of
the remaining term under the original Assigned Agreement before giving effect to such rejection or termination and shall contain the same conditions, agreements, terms, provisions and limitations as the original Assigned Agreement (except for any
requirements which have been fulfilled by the Owner and the Project Party prior to such rejection or termination). References in this Consent and Agreement to the “Assigned Agreement” shall be deemed also to refer to the new Assigned
Agreement. 
 (h) In the event that the Collateral Agent or its designee(s), or any purchaser, transferee, grantee or assignee
of the interests of the Collateral Agent or its designee(s) in the Project assume or be liable under the Assigned Agreement (as contemplated in subsection (e), (f) or (g) above), liability in respect of any and all obligations of any such
party under the Assigned Agreement shall be limited solely to such party’s interest in the Project (and no officer, director, employee, shareholder or agent thereof shall have any liability with respect thereto). 
 (i) All references in this Consent and Agreement to the “Collateral Agent” shall be deemed to refer to the Collateral Agent
and/or any designee or transferee thereof acting on behalf of the Secured Parties (regardless of whether so expressly provided), and all actions permitted to be taken by the Agent under this Consent and Agreement may be taken by any such designee or
transferee. 
 4. Arrangements Regarding Payments. All payments to be made by the Project Party to the Owner under the Assigned
Agreement shall be made in lawful money of the United States, directly to the Collateral Agent, for deposit into the Revenue Account (Account No. [COLLATERAL AGENT’S ACCOUNT NUMBER]), at the Principal Office of the Collateral Agent at [ADDRESS]
or to such other Person and/or at such other address as the Collateral Agent may from time to time specify in writing to the Project Party for application by the Collateral Agent in the manner contemplated in Section [__] of the Credit Agreement,
and shall be accompanied by a notice from the applicable Project Party stating that such payments are made under the Assigned Agreement. 
 5. Miscellaneous. 
 (a) No failure on the part of the Collateral Agent or any of its agents to exercise and
no delay in exercising, and no course of dealing with respect to, any right, power or privilege hereunder shall operate as a waiver thereof (subject to any statute of limitations), and no single or partial exercise of any right, power or privilege
hereunder shall preclude any other or further exercise thereof or the exercise of any other right, power or privilege. The remedies provided herein against the Project Party are cumulative and not exclusive of any remedies provided by law.

 (b) All notices, requests and other communications provided for herein and under the Assigned Agreement (including, without
limitation, any modifications of, or waivers or consents under, this Consent and Agreement) shall be given or made in writing (including, without limitation, by telex or telecopy) delivered to the intended recipient at the “Address for
Notices” specified below its name on the signature pages hereof or, as to any party, at such other address as shall be designated by such party in a notice to each other party. Except as otherwise provided in this Consent and Agreement, all
such communications shall be deemed to have been duly given when transmitted by telex or telecopier or personally delivered or, in the case of a mailed notice, upon receipt, in each case given or addressed as aforesaid. 
  

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 (c) This Consent and Agreement may amended or modified only by an instrument in writing
signed by the Project Party, the Owner and the Collateral Agent acting in accordance with the Credit Agreement. 
 (d) This
Consent and Agreement shall be binding upon and inure to the benefit of the respective successors and assigns of each of the Project Party, the Owner, the Secured Parties and the Collateral Agent (provided, however, that the Project Party shall not
assign or transfer its rights hereunder without the prior written consent of the Collateral Agent). 
 (e) This Consent and
Agreement may be executed in any number of counterparts, all of which when taken together shall constitute one and the same instrument and any of the parties hereto may execute this Consent and Agreement by signing any such counterpart. This Consent
and Agreement shall become effective at such time as the Collateral Agent shall have received counterparts hereof signed by all of the intended parties hereto. 
 (f) If any provision hereof is invalid and unenforceable in any jurisdiction, then, to the fullest extent permitted by law, (a) the
other provisions hereof shall remain in full force and effect in such jurisdiction and (b) the invalidity or unenforceability of any provision hereof in any jurisdiction shall not affect the validity or enforceability of such provision in any
other jurisdiction. 
 (g) Headings appearing herein are used solely for convenience and are not intended to affect the
interpretation of any provision of this Consent and Agreement. 
 (h) EACH OF THE PROJECT PARTY, OWNER AND THE COLLATERAL
AGENT HEREBY SUBMITS TO THE NONEXCLUSIVE JURISDICTION OF THE UNITED STATES DISTRICT COURT FOR THE SOUTHERN DISTRICT OF NEW YORK AND OF ANY NEW YORK STATE COURT SITTING IN NEW YORK CITY FOR THE PURPOSES OF ALL LEGAL PROCEEDINGS ARISING OUT OF OR
RELATING TO THIS CONSENT AND AGREEMENT OR THE TRANSACTIONS CONTEMPLATED HEREBY, EXCEPT FOR DISPUTES ARISING OUT OF OR RELATING TO THE ASSIGNED AGREEMENT WHICH WILL CONTINUE TO BE GOVERNED EXCLUSIVELY BY THE PROVISIONS OF THE ASSIGNED AGREEMENT. EACH
OF THE PROJECT PARTY, OWNER AND THE COLLATERAL AGENT HEREBY IRREVOCABLY WAIVES, TO THE FULLEST EXTENT PERMITTED BY LAW, ANY OBJECTION WHICH IT MAY NOW OR HEREAFTER HAVE TO THE LAYING OF THE VENUE OF ANY SUCH PROCEEDING BROUGHT IN SUCH A COURT AND
ANY CLAIM THAT ANY SUCH PROCEEDING BROUGHT IN SUCH A COURT HAS BEEN BROUGHT IN AN INCONVENIENT FORUM. 
 (i) THE
AGREEMENTS OF THE PARTIES HERETO ARE SOLELY FOR THE BENEFIT OF THE PROJECT PARTY, OWNER, THE COLLATERAL AGENT AND THE SECURED PARTIES, AND NO PERSON (OTHER THAN THE PARTIES HERETO, THE SECURED PARTIES AND THEIR SUCCESSORS AND ASSIGNS PERMITTED
HEREUNDER) SHALL HAVE ANY RIGHTS HEREUNDER. 
 (j) THIS CONSENT AND AGREEMENT SHALL BE GOVERNED BY, AND CONSTRUED IN
ACCORDANCE WITH, THE LAW OF THE STATE OF NEW YORK. 
 (k) EACH OF THE PROJECT PARTY, OWNER AND THE COLLATERAL AGENT
HEREBY IRREVOCABLY WAIVES, TO THE FULLEST EXTENT 

  

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PERMITTED BY LAW, ANY AND ALL RIGHT TO TRIAL BY JURY IN ANY LEGAL PROCEEDING ARISING OUT OF OR RELATING TO THIS CONSENT AND AGREEMENT OR THE TRANSACTIONS
CONTEMPLATED HEREBY OR THEREBY. 
 (l) This Consent and Agreement shall terminate upon the indefeasible payment in full of
all amounts owed under the Credit Agreement. 
 IN WITNESS WHEREOF, the undersigned by its officer duly authorized has caused this Consent
and Agreement to be duly executed and delivered as of this [        ] day of
[                    ]. 
  

			
	 REMEDIAL CONSTRUCTION SERVICES, L.P.

		
	By	 	  
		 	 Title:

			
	
	 Address for Notices:

	
	 [                                      
  ]

		
	Facsimile:	 	 [                            ]

	 Telephone:
	 	 [                            ]

	 Attention:
	 	 [                            ]

	
	 HSBC BANK U.S.A. NATIONAL ASSOCIATION,
as Collateral Agent

			
		
	By	 	  
		 	 Title:

			
	
	 Address for Notices:

	
	 [                        ]

	 [                        ]

	 [                        ]

		
	 Facsimile:
	 	 [                            ]

	 Telephone:
	 	 [                            ]

	 Attention:
	 	 [                            ]

  

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	 Acknowledged and Agreed:

	
	 SABINE PASS LNG, L.P.,

		
	By	 	  
		 	 Title:

			
	
	 Address for Notices:

	
	[                        ]
	[                        ]
	[                        ]
		
	 Facsimile:
	 	 [                            ]

	 Telephone:
	 	 [                            ]

	 Attention:
	 	 [                            ]

  

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 EXHIBIT A to 
 Form of Consent and Agreement 
 GOVERNMENT APPROVALS

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