1 SPF-001 (Rev.D1)

DOCUMENT RELEASE AND CHANGE FORMPrepared For the U.S. Department of Energy, Assistant Secretary for Environmental ManagementBy Washington River Protection Solutions, LLC., PO Box 850, Richland, WA 99352Contractor For U.S. Department of Energy, Office of River Protection, under Contract DE-AC27-08RV14800

TRADEMARK DISCLAIMER: Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof or its contractors or subcontractors. Printed in the United States of America.

Release Stamp

1. Doc No: RPP-SPEC-62766 Rev. 00

2. Title:Specification for Fabricating, Inspecting, Testing, and Shipping the 241-AP-101 Adjustable Slurry Distributors, AP101-WT-SD-001 & -002

3. Project Number:T2R41

☐N/A 4. Design Verification Required:

☐Yes ☒No

5. USQ Number: ☒ N/AN/A-8

6. PrHA Number Rev. ☐ N/APRHA-02042 00PRHA-02043 00PRHA-02044 00PRHA-02047 00

Clearance Review Restriction Type:public

7. Approvals

Title Name Signature DateClearance Review Raymer, Julia R Raymer, Julia R 09/25/2019Design Authority Buchanan, Joseph R Buchanan, Joseph R 09/24/2019Checker Hagensen, Alan R Hagensen, Alan R 09/23/2019Document Control Approval Hood, Evan Hood, Evan 09/25/2019Originator Summers, Michael A Summers, Michael A 09/23/2019Other Approver Goodnight, Tyler K Goodnight, Tyler K 09/24/2019Other Approver Robinson, Randall S Robinson, Randall S 09/24/2019PrHA Lead Smith, Ryan D Smith, Ryan D 09/24/2019Quality Assurance Harper, Jerry G Harper, Jerry G 09/24/2019Qualified Rigging Engineer Johnson, Keith A Johnson, Keith A 09/24/2019Responsible Engineer Sinclair, Trevor J Sinclair, Trevor J 09/24/2019Responsible Engineering Manager Carpenter, Keith E Carpenter, Keith E 09/24/2019USQ Evaluator Smith, Ryan D Smith, Ryan D 09/24/2019

8. Description of Change and Justification

Initial release.

Design checks were performed in accordance with ARES ESD (Sargent & Lundy) Quality Assurance Procedures (QAP) 3.2 and 3.6. Because of the relatively simple nature of the document, a graded approach was applied and design verification was not performed as allowed by ARES ESD (Sargent & Lundy) QAP 3.5, Design Verification.

9. TBDs or Holds ☒N/A

10. Related Structures, Systems, and Components

a. Related Building/Facilities ☐N/A b. Related Systems ☐N/A c. Related Equipment ID Nos. (EIN) ☒N/A

241-AP-101 241-RC241-WT

11. Impacted Documents – Engineering ☒N/A

Document Number Rev. Title

12. Impacted Documents (Outside SPF):

N/A

13. Related Documents ☐N/A

Document Number Rev. TitleMT-50281 00 A-Farm Retrieval System Installation Design

14. Distribution

Name OrganizationAhmid-Kargbo, Jamal AY/AX FARM RETRIEVAL ENGRNGAnderson, Craig H A/C FARM RETRIEVAL ENGRNGBoettger, Jeff A/C FARM RETRIEVAL ENGRNGBuchanan, Joseph R A/C FARM RETRIEVAL ENGRNGCarpenter, Keith E A/C FARM RETRIEVAL ENGRNGGoodnight, Tyler K A/C FARM RETRIEVAL ENGRNGJohnson, Keith A AY/AX FARM RETRIEVAL ENGRNGRobinson, Randall S AY/AX FARM RETRIEVAL ENGRNGSinclair, Trevor J A/C FARM RETRIEVAL ENGRNG

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DATE:

Sep 25,2019

DOCUMENT RELEASE AND CHANGE FORM Doc No: RPP-SPEC-62766 Rev. 00

2 SPF-001 (Rev.D1)

14. Distribution

Name OrganizationStephens, Randall F A/C FARM RETRIEVAL ENGRNGStowe, Garth J SST RETRIEVALS PROJECT MGMTTworek, Ray F OPERATIONS QA SUPPORT

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A-6007-231 (REV 0)

RPP-SPEC-62766Revision 0

Specification for Fabricating, Inspecting, Testing, and Shipping the 241-AP-101 Adjustable Slurry Distributors, AP101-WT-SD-001 & -002

Prepared by

Michael SummersSargent & Lundy for Washington River Protection Solutions, LLC

Date PublishedSeptember 2019

Prepared for the U.S. Department of EnergyOffice of River Protection

Contract No. DE-AC27-08RV14800

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Approved for Public Release; Further Dissemination Unlimited

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SPECIFICATION FOR FABRICATING, INSPECTING, TESTING, AND SHIPPING THE 241-AP-101 ADJUSTABLE SLURRY DISTRIBUTORS, AP101-WT-SD-001 & -002

September 2019

prepared by

Sargent & Lundy1100 Jadwin Avenue, Suite 400Richland, Washington 99352

(509) 946-3300

prepared for

Washington River Protection Solutions, LLC

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TABLE OF CONTENTS

1.0 SCOPE ....................................................................................................................................1

2.0 APPLICABLE DOCUMENTS ..............................................................................................12.1 Government Documents ................................................................................................12.2 Non-Government Documents ........................................................................................22.3 Non-Code of Record Documents ...................................................................................2

3.0 TECHNICAL REQUIREMENTS..........................................................................................3

4.0 FABRICATION REQUIREMENTS......................................................................................44.1 Welding Personnel and Procedures ...............................................................................44.2 Weld Inspectors and Procedures ....................................................................................44.3 Materials ........................................................................................................................4

4.3.1 Materials Traceability for Safety Significant Items...........................................4

5.0 INSPECTION AND TESTING REQUIREMENTS..............................................................55.1 Weld Inspection and Examination .................................................................................55.2 Wire Rope Load Test .....................................................................................................65.3 Hydrostatic Test .............................................................................................................65.4 Clearance Test................................................................................................................65.5 Elevation Cycle Test ......................................................................................................65.6 Operational Test.............................................................................................................7

6.0 DELIVERY, STORAGE, AND HANDLING .......................................................................76.1 Preservation and Packaging ...........................................................................................76.2 Marking..........................................................................................................................76.3 Shipping and Handling ..................................................................................................76.4 Hoisting, rigging and transport ......................................................................................8

7.0 PROJECT MANAGEMENT..................................................................................................87.1 Document Submittals.....................................................................................................87.2 Approval of Submittals ..................................................................................................97.3 List of Submittals.........................................................................................................107.4 Quality Assurance Requirements.................................................................................10

LIST OF TABLES

Table 2-1. Government Documents. ................................................................................................1

Table 2-2. Non-Government Documents.........................................................................................2

Table 2-3. Non-Code of Record Documents. ..................................................................................3

Table 7-1. Summary of Submittals. ..............................................................................................10

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ABBREVIATIONS, INITIALISMS, AND ACRONYMS

ASME American Society of Mechanical Engineers

ASNT American Society of Nondestructive Testing

AWS American Welding Society

COR Code of Record

M&TE Measuring and Test Equipment

MSR Master Submittal Register

TOC Tank Operating Contractor

UNITS

ft foot

gpm gallons per minute

in. Inches

psig Pound per square inch

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1.0 SCOPE

This Specification provides the requirements for inspecting, testing, and shipping the 241-AP-101 Slurry Distributor Assemblies. The assemblies shall be fabricated in accordance with drawings listed in Table 2-3.

2.0 APPLICABLE DOCUMENTS

The following documents form a part of the basis of design to the extent specified in the applicable sections of this Specification. In the event that the requirements of this Specification are more restrictive than the requirements of the documents referenced herein, the requirements of this Specification take precedence. The Level 2 Specification for 241-A Waste Retrieval (RPP-SPEC-61269, Level 2 Specification for the 241-A Tanks Waste Retrieval Systems) defines technical design criteria for this equipment, including the applicable Code of Record.

Copies of specifications, standards, drawings, and publications required by suppliers in connection with specified procurement functions should be obtained from the contracting agency or as directed by the contracting agent.

2.1 GOVERNMENT DOCUMENTS

The following documents, shown in Table 2-1, form a part of this Specification to the extent specified herein and establish of the Code of Record. Unless otherwise shown or noted, the latest edition and addenda are applicable.

Table 2-1. Government Documents.

Document Number Title

Code of Federal Regulations (CFR)

10 CFR 830 Title 10, Code of Federal Regulations, Subpart 830.122, “Nuclear Safety Management.”

29 CFR 1910 Title 29, “Energy,” Code of Federal Regulations, Part 1910, “Occupational Safety and Health Standards (OSHA).”

DOE/RL-92-36 “Hanford Site Hoisting and Rigging Manual,” DOE, Richland, Washington.

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2.2 NON-GOVERNMENT DOCUMENTS

National codes and standards listed in Table 2-2 constitute a part of this Specification to the extent specified herein. In the event of conflict between the documents referenced herein and the contents of this Specification, the contents of this Specification shall be considered a superseding requirement. Current version shall be used unless otherwise noted.

Table 2-2. Non-Government Documents.

Document Number Title

American Society of Mechanical Engineers (ASME)

ASME B30.9-2014 “Slings,” American Society of Mechanical Engineers (ASME), New York, New York.

ASME B31.3-2016 “Process Piping,” American Society of Mechanical Engineers (ASME), New York, New York.

ASME B&PVC, Section IX - 2017

“Boiler and Pressure Vessel Code” (B&PVC), Section IX, “Welding and Brazing Qualifications,” ASME, New York, New York.

ASME BTH-1, 2011 “Design of Below-the-Hook Lifting Devices,” ASME, New York, New York.

American Welding Society

AWS D1.1/D1.1M -2010 “Structural Welding Code Steel,” American Welding Society (AWS), Miami, Florida

Washington River Protection Solutions, LLC (WRPS)

RPP-SPEC-61269 “Level 2 Specification for the 241-A Tanks Waste Retrieval Systems,” Washington River Protection Solutions, LLC, Richland, Washington

2.3 NON-CODE OF RECORD DOCUMENTS

Applicable non-code of record federal and state specifications, standards, regulations, drawings, and other publications are shown in Table 2-3.

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Table 2-3. Non-Code of Record Documents.

Document Number Title

American Society for Nondestructive Testing (ASNT)

ASNT SNT-TC-1A “Recommended Practice No. SNT-TC-1A and ASNT Standard Topical Outlines for Qualification of Nondestructive Testing Personnel”; American Society for Nondestructive Testing (ASNT), Columbus, OH.

American Welding Society

AWS QC1“Standard for AWS Certification of Welding Inspectors,” AWS, Miami, Florida.

National Institute of Standards and Technology (NIST)

NIST H143 “State Weights and Measures Laboratories Program Handbook”, National Institute of Standards and Technology (NIST), Oppermann, H.V., Taylor, J.

U.S. Department of Energy (DOE)

DOE G 414.1-3 “Suspect/Counterfeit Items Guide for Use with 10 CFR 830 Subpart A, Quality Assurance Requirements, and DOE O 414.1B, Quality Assurance”

Washington River Protection Solutions, LLC (WRPS)

H-14-111019 Sheets 1-9 “A-Farm Retrieval Slurry Distributor Assembly”, Washington River Protection Solutions, LLC, Richland, Washington.

H-14-111052 sheets 1-4A-Farm Retrieval Bloom Winch Drive Assembly”, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-8360 “Lifting Attachment and Lifted Item Evaluation”, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-CALC-62633Slurry Distributor Assembly Structural Analysis, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-BSM-IRM_DC-C-07“Vendor Processes”, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-DESIGN-C-61“Fabrication Change Control”, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-06“Design Loads for Tank Farm Facilities”, Washington River Protection Solutions, LLC, Richland, Washington.

TFC-ENG-STD-22“Piping, Jumpers, and Valves”, Washington River Protection Solutions, LLC, Richland, Washington.

3.0 TECHNICAL REQUIREMENTS

Technical requirements for the Slurry Distributor assemblies are covered in the fabrication drawings listed in Table 2-3 above.

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4.0 FABRICATION REQUIREMENTS

4.1 WELDING PERSONNEL AND PROCEDURES

Personnel and procedures for welding pressure-retaining components and pressure-boundary attachments shall be qualified in accordance with ASME B31.3 prior to the start of welding. Personnel and procedures for welding structural components shall be qualified in accordance with AWS D1.1 prior to the start of welding. Welding qualifications and procedures per ASME B&PVC, Section IX are acceptable for both piping and structural welding. A copy of welder performance qualification test results and renewal of qualification documentation shall be submitted to the BUYER for approval. A copy of the Weld Procedure Specifications, Procedure Qualification Records, and Supporting Demonstration Records, as applicable, shall be submitted to the BUYERfor approval.

4.2 WELD INSPECTORS AND PROCEDURES

Weld inspection shall be performed as specified by the design drawings and applicable construction codes. As a minimum, all welds shall be visually inspected.

Visual weld examinations shall be performed and appropriate documentation prepared by the Certified Welding Inspectors who have received certification in accordance with AWS QC1.

Certified Associate Welding Inspectors, certified in accordance with above standard, may perform examinations when under immediate direction of Certified Welding Inspectors.

Personnel performing nondestructive examination shall be certified in accordance with the SELLER’s written practice, which shall meet the requirements of ASNT SNT-TC-1A. Level II or III personnel shall be used to interpret test results.

The SELLER shall submit personnel certifications and nondestructive examination procedures, as applicable, to the BUYER for approval.

4.3 MATERIALS

4.3.1 Materials Traceability for Safety Significant Items

SELLER shall prepare and maintain a log of all materials used in the fabrication of the slurry distributors that are indicated by the BUYER as safety significant. Certified Material Test Reports shall be submitted to the BUYER for all safety-significant materials, components, and weld filler used to join safety-significant components.

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5.0 INSPECTION AND TESTING REQUIREMENTS

Perform inspection and testing of the slurry distributors in accordance with the requirements in the drawings and standards listed in Table 2-3. Provide the test location, equipment, instrumentation of certified accuracy, and any supplementary temporary connections and auxiliary parts necessary to fully execute the tests. Provide test personnel qualified to conduct, record, and verify test results.

Provide BUYER with a minimum seven working day advance written notice of shop acceptance tests. Submit the test results as part of the QA Program in accordance with the Contract Statement of Work.

Prior to the performance of these tests, the SELLER shall submit a procedure for each test to the BUYER for review and approval (not required for weld inspection and examination). Test information recorded or calculated shall be documented and submitted to the BUYER.

Provide test reports as required by ASME B30.9, ASME B31.3, the subcontract documents, the drawings, and this Specification. The following information shall be included in the test report:

A. Slurry distributor identification.

B. Date of test.

C. Name and signature of the test operator.

D. Location and description of indications.

E. Description of repairs and retest.

F. Signature of witness.

G. Measurement and Testing Equipment used during inspection and testing shall comply with NIST H143, and include identification of: Make, Model, ID/Serial Number, Calibration Date, and Calibration Due Date.

5.1 WELD INSPECTION AND EXAMINATION

Weld inspection and examination of pressure-retaining components shall be performed in accordance with ASME B31.3 for normal fluid service category. Random radiographic testing of pipe welds, as specified for normal fluid service, is required. In-process examination may only be substituted part of the radiographic examination requirements in accordance with ASME B31.3 provided the conditions stated within TFC-ENG-STD-22 are met.

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Weld inspections and examinations of structural components shall be performed in accordance with AWS D1.1 (welding qualifications and procedures per ASME B&PVC, Section IX, are acceptable).

All welds shall be visually inspected as a minimum. Weld maps shall be prepared and submitted. Nondestructive examinations, including Visual, Penetrant Test, Radiographic Testing, or Magnetic Particle Test examinations, shall be recorded and submitted. Radiographic Testing film shall be included as part weld documentation submittal if Radiographic Testing was performed.

5.2 WIRE ROPE LOAD TEST

SELLER shall submit test reports in accordance with ASME B30.9 from the wire rope Supplier for load testing of wire rope used in the adjustable slurry distributor assembly.

5.3 HYDROSTATIC TEST

A hydrostatic leak pressure test shall be conducted and documented on all pressure-retaining piping and components extending above the flange (reference H-14-111019, Item 32).

Hydrostatic testing shall be in accordance with ASME B31.3 for category Normal Fluid Service. Hydrostatic test pressure shall be 1.5 times the design pressure of 400 psig (600 psig, -0/+60 /psig). The completed test procedure and test records shall be submitted.

5.4 CLEARANCE TEST

A clearance test shall be conducted using the final fabricated slurry distributor assembly. The clearance test shall consist of the fabricated slurry distributor assembly being tested for clearance in a simulated 12-inch inner diameter riser with a minimum length of 5 ft to check that the assembly will fit in field conditions.

5.5 ELEVATION CYCLE TEST

An elevation cycle test shall be conducted on the fabricated adjustable slurry distributor assembly. The assembly winch shall be used to cycle the discharge up and down while in the vertical position within its full range of motion a minimum of 10 times. The winches shall be operated by hand, or with a low speed powered hand tool. Careful note shall be taken to ensure that the pipe and the cable perform as designed. This test shall be completed prior to the operational test (Section 5.6).

During the test, create a "slurry distributor location table" that indicates the number of winch turns required to raise the slurry distributor in 1-ft intervals. The table shall start

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with the slurry distributor all the way down at 0 winch turns, 1 ft up at “X” winch turns, 2 ft up at “Y” winch turns, etc., through the full range of motion.

5.6 OPERATIONAL TEST

An operational test shall be conducted using the fabricated adjustable slurry distributor assembly. The operational test shall be conducted for a minimum of 8 hours of operation, with the slurry distributor assembly installed in the vertical position discharging 110 gpm (-0/+ 10 gpm) of water. The flow rate and the discharge elevation shall be recorded every 30 minutes during the test. The liquid level for this test shall be sufficient to cover the discharge (minimum of 3 ft at all elevations). The slurry distributor discharge elevation shall be moved via the assembly winch every 30 minutes such that a minimum of one complete up and down cycle of the adjustable slurry distributor assembly is completed over the duration of the test. The flow of water through the slurry distributor shall be stopped such that the assembly is de-pressurized whenever the discharge is moved. Any leakage from the cup seal shall be observed and recorded.

6.0 DELIVERY, STORAGE, AND HANDLING

6.1 PRESERVATION AND PACKAGING

All items shall be dried and cleaned to protect against rust and corrosion. All items shall be protected from dirt, soil, and moisture and packaged for long-term storage in an unprotected exterior environment. All items shall be boxed or crated, as required, to eliminate damage during shipping, handling, and storage. Temporary bracing, fixtures, or hardware installed to stabilize furnished items during shipment or handling (excluding packaging materials) shall be tagged or otherwise identified so that it can be removed before installation or operation of the item.

6.2 MARKING

Packages shall be suitably marked on the outside to facilitate identification of the purchase order, the procurement specification, the package contents, and any special handling instructions.

6.3 SHIPPING AND HANDLING

Equipment handling shall be per the drawings and calculation listed in Table 2-3 above. The SELLER shall recommend the preferred transportation method and provide protection of the equipment during transit and storage. The SELLER shall submit to the BUYER for review and approval a Shipping and Handling Plan that includes assembly preservation, packaging, shipping, storage, and lifting procedures. BUYER approval of

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the plan is required before packaging and shipment. If a special type of transportation to protect equipment is required, those devices shall be part of the SELLER’s package and identified as special equipment.

6.4 HOISTING, RIGGING AND TRANSPORT

All activities shall comply with DOE-RL-92-36, RPP-8360 “Lifting Attachment and Lifted Item Evaluation”, and TFC-ENG-STD-06 “Design Loads for Tank Farm Facilities”.

All equipment shall be shipped in accordance with the applicable U.S. Department ofTransportation standards and in an orientation ready for lifting. Additional handling ofthe equipment to orient it for lifting is not acceptable. Transport and tie-downinstructions and diagrams shall be provided. Lift points shall not be used for transport tie downs.

7.0 PROJECT MANAGEMENT

7.1 DOCUMENT SUBMITTALS

In support of the work scope established in Section 3.0 above, submittals are listed on the Master Submittal Register (MSR). See Table 7-1 for deliverable and schedule information for required submittals. The MSR is used to identify the minimum submittals required by this Specification and when the submittals are required to be submitted in the procurement process. The MSR included with the purchase order will constitute the governing MSR.

Submittals shall be provided using the TOC Incoming Letter of Transmittal form provided by the Procurement Specialist. All transmittal subject headings shall contain, at a minimum, the subcontract number, submittal number, and submittal description.

Submittals shall be provided in electronic format unless available only as a hard copy. Electronic submittals shall be sent in accordance with instructions provided by the Procurement Specialist. Electronic formats must be non-password protected in one of the formats noted on the Procurement Website located and the following web address: http://www.hanford.gov/tocpmm/files.cfm/APPROVED_ELECTRONIC_RECORD_FORMATS.pdf

All deliverable documentation shall be complete, accurate, legible, and reproducible. Before delivery, design media and documents shall be reviewed by qualified Subcontractor personnel for technical adequacy and appropriate content. The Subcontractor shall attest, in writing, to the accuracy and completeness of the information contained in the final deliverables.

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7.2 APPROVAL OF SUBMITTALS

All Submittals transmitted shall include the designation in the MSR per TOC Vendor Processes stated in TFC-BSM-IRM_DC-C-07. Submittals are divided into two types: 1) those requiring “approval” (e.g., approval data or pre-purchase evaluation data); and 2) those “not requiring approval” (e.g., vendor information data). Submittals “not requiring approval” will be reviewed to verify completeness and adequacy for their intended purposes. A submittal requiring approval that is not approved is identified as: 1) “Not Approved Revise and Resubmit.” The submittal is considered technically deficient, or incomplete, and therefore unacceptable. Resubmittal is required, hence the fabrication, procurement, or performance of procedures shall not proceed; or 2) “Approved with Exception.” Fabrication, procurement, and performance may proceed, and resubmittal is required to verify incorporation of the exception. Submittals “not requiring approval” that are determined to be incomplete or inadequate will be marked “Resubmit.” An explanation of the deficiencies will be included for corrective action by the Seller.

Approval by the Buyer does not relieve the Seller of responsibility for accuracy or adequacy of design under this Specification.

If any revision has been made to previously submitted items, the Seller shall resubmit updated versions of said items for approval, in addition to the items listed above.

Certified data shall be defined to mean that the design adequacy of a given item (document, drawing, calculation, etc.) be verified by persons other than those who prepared the item. Each deliverable (drawing, calculation, etc.) shall have at least an originator’s/preparer’s signature and a checked-by or approved-by signature.

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7.3 LIST OF SUBMITTALS

Table 7-1. Summary of Submittals.

Item Title (Section) Copies Purpose When required

1 QA Program (7.4) 1 Pre Evaluation With Proposal

2 Redline Procedure (7.4) 1 Pre Evaluation With Proposal

3 Redline Drawings and Change Log (7.4) 1 Approval Before Fabrication

4Welder Performance Qualification Records (4.1)

1 Approval Before Fabrication

5 Welding Procedure Specifications (4.1) 1 Approval Before Fabrication

6Welding Procedure Qualification Record (4.1)

1 Approval Before Fabrication

7 NDE Personnel Certifications (4.2) 1 Approval Before Fabrication

8 NDE Procedure (4.2) 1 Approval Before Fabrication

9 Weld Maps (5.1) 1 Approval Before Fabrication

10 Nondestructive Examinations (5.1) 1 Approval Prior to shipment

11 Certified Material Test Reports (4.3.1) 1 Approval Prior to shipment

12 Test Procedures (5.0) 1 Approval Prior to Test

13 Test Data and Reports (5.0) 1 Approval Prior to Test

14Measuring and Test Equipment Instrument Calibration Data (5.0)

1 Approval Prior to Test

15Weld Inspection and Examination Documentation (4.2)

1 Approval Prior to shipment

16 Wire Rope Load Test Report (5.2) 1 Approval Prior to shipment

17 Piping Hydrostatic Test Results (5.3) 1 Approval Prior to shipment

18 Slurry Distributor Clearance Test Data (5.4) 1 Approval Prior to Test

19Slurry Distributor Elevation Cycle Test Results (5.5)

1 Approval Prior to Test

20Slurry Distributor Operational Test Data (5.6)

1 Approval Prior to shipment

21Certificate of Conformance and Suspect Counterfeit Items Statement (7.4)

1 Approval Prior to shipment

22 Shipping and Handling Plan (6.3) 1 Approval Prior to shipment

7.4 QUALITY ASSURANCE REQUIREMENTS

The SELLER’s Quality Assurance (QA) Program shall control a combination of design, materials, preparation, fabrication, inspection, testing, cleaning, packaging, and shipping that have to be done correctly to ensure the production of an acceptable finished product. The QA Program shall be submitted for BUYER approval.

The SELLER shall submit requested design and fabrication changes to the BUYER for approval via the Request for Information process. All changes must be approved by the BUYER prior to implementation. The SELLER shall have a formal redline procedure addressing configuration control of BUYER supplied fabrication details during the fabrication process which is equivalent to that specified in TFC-ENG-DESIGN-C-61,

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Fabrication Change Control. The redline procedure shall be submitted by the SELLERand reviewed and approved by the BUYER prior to the initiation of fabrication. Alternatively, the SELLER may implement TFC-ENG-DESIGN-C-61. Work shall not be initiated on design changes until such time as authorization is received by SELLER. The BUYER will be responsible for incorporation of redline changes into the final drawings.

Portions of the Slurry Distributor are designated as safety significant by the BUYER. BUYER hold points shall be established in fabrication control documents to allow BUYER supervision of work.

The SELLER shall ensure that no suspect or counterfeit parts or components are provided in conjunction with this procurement. Suspect counterfeit items are described in DOE G 414.1-3. A certificate of conformance and suspect counterfeit items statement shall be provided.

A certificate of conformance, that all listed requirements and specifications have been adhered to, shall be provided.

The SELLER shall comply with the quality assurance requirements stated in the Procurement Documents.

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