document release and change form - hanford

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-56967 Rev. 06

2. Title:Project T5L01 Low Activity Waste Pretreatment System Specification

3. Project Number:T5L01

☐ N/A 4. Design Verification Required:☐ Yes ☒ No

5. USQ Number: ☒ N/AN/A-7

6. PrHA Number Rev. ☒ N/A

Clearance Review Restriction Type:public

7. Approvals

Title Name Signature DateClearance Review AARDAL, JANIS D AARDAL, JANIS D 12/21/2016Design Authority LEONARD, MICHAEL W LEONARD, MICHAEL W 12/21/2016Checker GROVES, CHASE C GROVES, CHASE C 12/21/2016Document Control Approval WASHINGTON, MARGUERITE WASHINGTON, MARGUERITE 12/21/2016Originator ANSOLABEHERE, ASHLEY A ANSOLABEHERE, ASHLEY A 12/21/2016Other Approver SANDERS, KAREN M SANDERS, KAREN M 12/21/2016Other Approver FARRIS, TROY R FARRIS, TROY R 12/21/2016Other Approver RUSSELL, ROSE M RUSSELL, ROSE M 12/21/2016Responsible Engineering Manager BADER, KENT R BADER, KENT R 12/21/2016USQ Evaluator KOZLOWSKI, STEPHEN D KOZLOWSKI, STEPHEN D 12/21/2016

8. Description of Change and Justification

Revision incorporating several changes throughout document.

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

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. TitleHNF-MP-5184 09A Washington River Protection Solutions LLC Radiation Protection ProgramPRHA-02030 00 Low Activity Waste Pretreatment System (LAWPS) Project

14. Distribution

Name OrganizationAGUILAR, FRANK PROJECT ENGINEERING (DA)ANSOLABEHERE, ASHLEY AARD, KEVIN E PROJECT ENGINEERING (DA)BADER, KENT RBEAM, TOM ONE SYSTEM ESH&QBRYAN, WES PROJECT ENGINEERING (DA)BURKE, CHRISTOPHER A A AND AX FARM RETRIEVALCHAMBERLAIN, BLAKE E 222S LABORATORY ENGINEERINGDAVIS, NEIL R ENGINEERINGFARRIS, TROY R PROJECT ENGINEERING (DA)GOEDJEN, TOM HGRIGSBY, J MIKE NUCLEAR SAFETYHAIGH, PAUL G EV AREA-242A/AW/APHEANEY, JERRY ONE SYSTEM QAHEIN, KYLE D WASTE STORAGE/TRANSFER ENGHOUGHTON, DAVID J BASE OPERATIONS ENGINEERINGJIVELEKAS, ADAM P NUCLEAR SAFETYJOHNSON, MARK D WTP DESIGN REVIEW

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Dec 21, 2016DATE:

DOCUMENT RELEASE AND CHANGE FORM Doc No: RPP-SPEC-56967 Rev. 06

2 SPF-001 (Rev.D1)

14. Distribution

Name OrganizationKHABIR, SHAROK ENGRNG PROGRAMS & STANDARDSKIM, STEPHEN MLANDON, MATT MARS-BASED RETRIEVAL ENGRNGLEONARD, MICHAEL W PROJECT ENGINEERING (DA)MARTINEZ, STEVE VMAY, SUSAN M ONE SYSTEM PROJECT CONTROLSPARDINI, MIKE A ONE SYSTEM PROJECT CONTROLSRANDLES, JASON J ONE SYSTEM ESH&QRAST, RICHARDRUSSELL, ROSE M ONE SYS PROJECT FLOWSHEETSSAMS, TERRY L PROCESS ENGINEERING ANALYSISSANDERS, KAREN M MISSION ANALYSIS ENGINEERINGSAX, SCOTTSMITH, KIMBALL E ONE SYSTEM/CTOSTRAND, CHRISSWANSON, KARL PWRIGHT, NOLAN R

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A-6002-767 (REV 3)

RPP-SPEC-56967, Rev. 6

Project T5L01 Low Activity Waste Pretreatment System Specification

A.A. Ansolabehere

Washington River Protection Solutions, LLC

Richland, WA 99352U.S. Department of Energy Contract DE-AC27-08RV14800

EDT/ECN: N/A UC: N/A

Cost Center: 2KL00 Charge Code: 200702

B&R Code: N/A Total Pages: 86

Key Words: LAWPS specification, Low Activity Waste Pretreatment System, project T5L01

Abstract: This specification establishes the project level functional, performance, interface, and design requirements for the Low Activity Waste Pretreatment System (LAWPS) Project. The primary mission of the LAWPS Project is to provide treated tank farm supernatant low activity waste (LAW) feed directly to the WTP LAW Facility in a safe, economic, and environmentally protective manner. Prior to the transfer of feed to the WTP LAW Vitrification Facility, tank supernatant waste will be pretreated in the LAWPS to meet the WTP LAW waste acceptance criteria. The LAWPS will treat the tank supernatant waste by separating entrained solids through a filtration subsystem, and by removing radioactive cesium (Cs) using an ion-exchange (IX) subsystem.

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.

Release Approval Date Release Stamp

Approved For Public Release

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By Janis Aardal at 4:26 pm, Dec 21, 2016

Dec 21, 2016DATE:


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Project T5L01 Low Activity Waste Pretreatment System Specification

Ashley AnsolabehereMission Analysis EngineeringWashington River Protection Solutions LLC

Date PublishedDecember 2016

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

P.O. Box 850Richland, Washington

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TABLE OF CONTENTS

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

1.1 IDENTIFICATION.............................................................................................. 1-1

1.2 LOW ACTIVITY WASTE PRETREATMENT SYSTEM OVERVIEW .......... 1-1

1.3 DOCUMENT OVERVIEW................................................................................. 1-2

2.0 APPLICABLE DOCUMENTS..................................................................................... 2-1

2.1 GOVERNMENT DOCUMENTS........................................................................ 2-1

2.2 NON-GOVERNMENT DOCUMENTS.............................................................. 2-3

2.3 NON-GOVERNMENT NON-CODE OF RECORD DOCUMENTS ................ 2-7

3.0 LOW ACTIVITY WASTE PRETREATMENT SYSTEM FUNCTIONS AND REQUIREMENTS............................................................................................... 3-1

3.1 SYSTEM DEFINITION ...................................................................................... 3-1

3.2 CHARACTERISTICS ......................................................................................... 3-33.2.1 Performance Characteristics .................................................................... 3-43.2.2 System Relationships ............................................................................. 3-153.2.3 External Interface Requirements............................................................ 3-153.2.4 Physical Characteristics ......................................................................... 3-193.2.5 System Quality Factors .......................................................................... 3-223.2.6 Environmental Conditions ..................................................................... 3-233.2.7 Transportability...................................................................................... 3-243.2.8 Flexibility and Expansion ...................................................................... 3-243.2.9 Portability............................................................................................... 3-24

3.3 DESIGN AND CONSTRUCTION ................................................................... 3-243.3.1 Materials ................................................................................................ 3-243.3.2 Electromagnetic Radiation..................................................................... 3-293.3.3 Nameplates and Product Markings ........................................................ 3-293.3.4 Workmanship......................................................................................... 3-303.3.5 Interchangeability .................................................................................. 3-303.3.6 Safety ..................................................................................................... 3-303.3.7 Human Performance/Human Factors Engineering ................................ 3-333.3.8 Nuclear Control...................................................................................... 3-333.3.9 Security .................................................................................................. 3-343.3.10 Government Furnished Property Usage................................................. 3-353.3.11 Control System Reserve Capacity ......................................................... 3-353.3.12 System Control....................................................................................... 3-353.3.13 Energy Conservation.............................................................................. 3-363.3.14 Service Provisions.................................................................................. 3-363.3.15 System Generated Solid and Liquid Wastes.......................................... 3-373.3.16 Heating, Ventilation, and Air Conditioning........................................... 3-373.3.17 Lighting/Illumination............................................................................. 3-39

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3.4 DOCUMENTATION ........................................................................................ 3-403.4.1 Quality Assurance.................................................................................. 3-403.4.2 Safety Documentation............................................................................ 3-403.4.3 Environmental Permits........................................................................... 3-40

3.5 LOGISTICS ....................................................................................................... 3-40

3.6 PERSONNEL AND TRAINING ...................................................................... 3-413.6.1 Personnel................................................................................................ 3-413.6.2 Training.................................................................................................. 3-41

3.7 CHARACTERISTICS OF SUBORDINATE ELEMENTS.............................. 3-413.7.1 Solids Filtration System......................................................................... 3-413.7.2 Ion Exchange System............................................................................. 3-413.7.3 Cs Tank System ..................................................................................... 3-413.7.4 Delay & Lag Storage Tank & Rad Monitoring System......................... 3-423.7.5 Resin Handling System.......................................................................... 3-423.7.6 Inter-Area Transfer System.................................................................... 3-423.7.7 Utilities System...................................................................................... 3-423.7.8 Reagents System .................................................................................... 3-423.7.9 HVAC System ....................................................................................... 3-423.7.10 Electrical System ................................................................................... 3-433.7.11 Process Control System ......................................................................... 3-433.7.12 Facility 3-43

3.8 PRECEDENCE.................................................................................................. 3-43

3.9 QUALIFICATION ............................................................................................ 3-43

4.0 DESIGN VERIFICATION ........................................................................................... 4-1

4.1 RESPONSIBILITY FOR INSPECTIONS .......................................................... 4-1

4.2 SPECIAL TESTS AND EXAMINATIONS ....................................................... 4-1

4.3 DESIGN VERIFICATION METHODS.............................................................. 4-1

5.0 PREPARATION FOR DELIVERY............................................................................. 5-1

5.1 VENDOR SUPPLIED EQUIPMENT ................................................................. 5-1

5.2 PRE-OPERATIONAL AND STARTUP TESTING........................................... 5-1

6.0 NOTES............................................................................................................................ 6-1

6.1 ASSUMPTIONS.................................................................................................. 6-1

6.2 DEFINITIONS..................................................................................................... 6-1

6.3 LIST OF ACRONYMS ....................................................................................... 6-2

6.4 REFERENCES .................................................................................................... 6-3

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LIST OF FIGURES

Figure 3-1. River Protection Project Functional Hierarchy. ....................................................... 3-2Figure 3-2. Low Activity Waste Pretreatment System Diagram. ............................................... 3-3Figure 3-3. Low Activity Waste Pretreatment System Interface Diagram............................... 3-16

LIST OF TABLES

Table 2-1. Government Documents (2 Sheets)........................................................................... 2-1Table 2-2. Non-Government Documents (5 Sheets)................................................................... 2-3Table 2-3. Non-Government Non-Code of Record Documents (3 Sheets) ................................ 2-7Table 3-1. Summary of Average Radionuclide Components in Waste Feed for LAWPSa,b. ..... 3-6Table 3-2. Summary of Average Chemical Components in Waste Feed for LAWPSa.............. 3-7Table 3-3. DST Feed Physical Characteristics. .......................................................................... 3-8Table 3-4. Compositions for Hydrogen Generation Ratea,b. ........................................................ 3-8Table 3-5. Radionuclide Concentration Limits for Treated LAW............................................ 3-12Table 3-6. Design Source Term (Liquid Phase). ...................................................................... 3-12Table 3-7. Maximum Radionuclide Values for Mass sand Energy Balancea,b. ........................ 3-13Table 3-8. Compositions for Process Material Selection.......................................................... 3-25Table 4-1. Design Requirements Matrix..................................................................................... 4-3

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1.0 SCOPE

This specification establishes the project level functional, performance, interface, and design requirements for the Low Activity Waste Pretreatment System (LAWPS) Project. This revision of the project specification represents the current conceptual baseline.

1.1 IDENTIFICATION

Project: Low Activity Waste Pretreatment System,

Project T5L01

Mission: Receive and treat tank supernatant waste and provide treated low activity waste (LAW) feed to the Waste Treatment and Immobilization Plant (WTP) LAW Facility for immobilization. Tank waste to be treated by the Low Activity Waste Pretreatment System includes waste stored in Hanford double-shell tanks (DST). Treatment includes entrained solids removal and 137Cs separation to levels that are compliant with WTP LAW Immobilization Facility waste acceptance criteria. Rejected solids and cesium are returned to the DST System. The LAWPS Project provides lag storage space for treated LAW product. The LAWPS Project also supports routing the secondary liquid waste and out-of-specification returns from WTP to the DST System. The LAWPS also collects and routes system generated liquid effluents to DST System; treats gaseous effluents; and packages any solid waste generated from its processes for disposal.

1.2 LOW ACTIVITY WASTE PRETREATMENT SYSTEM OVERVIEW

The U.S. Department of Energy (DOE), Office of River Protection’s (ORP) primary mission is to retrieve and treat Hanford’s tank waste and close the tank farms to protect the Columbia River. Mixed radioactive waste is stored in 177 underground tanks at the Hanford Site as reported in DOE/ORP-2003-02, Environmental Impact Statement for Retrieval, Treatment, and Disposal of Tank Waste and Closure of the Single Shell Tanks at the Hanford Site, Richland WA, Inventory and Source Term Data Package. As of March 2014, those 177 underground tanks were estimated to contain about 56 million gallons of waste.

The DOE ORP is responsible for management and completion of the River Protection Project (RPP) mission, which comprises both the Hanford Site tank farms and the WTP. DOE/RL-89-10 Hanford Federal Facility Agreement and Consent Order (Tri-Party Agreement) requires DOE to complete the RPP tank waste treatment mission by September 30, 2047. A key aspect of implementing that mission is to construct and operate the WTP (ORP-11242, River Protection Project System Plan). The WTP is a multi-facility plant that will separate and immobilize the tank high-level waste (HLW) and LAW fractions for final dispositions. The WTP LAW Vitrification Facility is sized to treat about 40% of the approximately 55,000 metric tons (MT) of sodium that makes up the LAW stream requiring treatment by 2047.

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The LAWPS Project provides for the early production of immobilized low activity waste (ILAW) by feeding LAW directly from Tank Farms to WTP’s LAW Facility, bypassing the Pretreatment Facility. Prior to the transfer of feed to the WTP LAW Vitrification Facility, tank supernatant waste will be pretreated in the LAWPS to meet the WTP LAW waste acceptance criteria. The LAWPS will also facilitate the return of secondary liquid wastes from the WTP LAW Vitrification Facility to the Tank Farms.

1.3 DOCUMENT OVERVIEW

This project specification defines the functional, performance, interface, and design requirements for design, construction, and operation of the LAWPS. This document summarizes upper level requirements derived from system modeling activities, functions and requirements analysis as well as government, Hanford Site specific, and industry codes, standards, and regulations. As such, this document also guides the preparation of lower tier documents that define LAWPS subsystems requirements.

This document is developed and follows the annotated outline in accordance to TFC-ENG-DESIGN-C-01, “Development of System and Subsystem Specifications.” Section 2.0 identifies documents that form the basis of requirements defined in this specification. Section 3.0describes functions and requirements applicable to the LAWPS. This section also covers interfaces and design. Section 4.0 describes the design verification processes. Section 5.0describes requirements for handling and delivery of components. Section 6.0 includes notes and references.

The use of words “shall”, “should”, “may”, and “will” within this specification express the following meaning:

Shall – Denotes a requirement.

Should – Denotes a recommendation. If a “should” recommendation cannot be satisfied, justification of an alternative design shall be submitted to the Design Authority for approval.

May – Denotes a recommendation.

Will – Denotes a statement of fact.

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2.0 APPLICABLE DOCUMENTS

This section lists only those documents cited as requirements documents in Sections 3.0, 4.0, and 5.0. The references include the title and/or revision number or date of revision as applicable.

2.1 GOVERNMENT DOCUMENTS

The following documents of the exact issue shown in Table 2-1 and Table 2-2 form a part of this specification to the extent specified herein and establish the Code of Record (COR). In the event of conflict between the documents referenced herein and the contents of this specification, the contents of this specification are considered a superseding requirement.

Table 2-1. Government Documents (2 Sheets)

Document Number Title

Code of Federal Regulations (CFR)

10 CFR 830 Nuclear Safety Management

10 CFR 835 Occupational Radiation Protection

10 CFR 850 Chronic Beryllium Disease Prevention Program

10 CFR 851 Worker Safety and Health Program

10 CFR 1021 National Environmental Policy Act Implementing Procedures

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 61 National Emissions Standards for Hazardous Air Pollutant

40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

Department of Energy (DOE)

DOE-0336, Rev. 1A Hanford Site Lockout/Tagout Procedure

DOE-0342, Rev. 2A Hanford Site Chronic Beryllium Disease Prevention Program (CBDPP)

DOE-0360, Rev. 0A Hanford Site Confined Space Procedure (HSCSP)

DOE-HDBK-1169-2003 Nuclear Air Cleaning Handbook

DOE O 413.3B Chg.2 Program and Project Management for the Acquisition of Capital Assets

DOE O 414.1D Quality Assurance

DOE O 420.1C Facility Safety

DOE O 425.1D Verification of Readiness to Start Up or Restart Nuclear Facilities

DOE O 436.1 Departmental Sustainability

DOE M 435.1-1 Chg. 2 Radioactive Waste Management Manual

DOE O 440.1B Worker Protection Program for DOE (Including the National Nuclear Security Administration) Federal Employees

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DOE G 450.4-1C Integrated Safety Management System Guide

DOE O 451.1B Chg. 1 National Policy Act Compliance Program

DOE O 458.1 Chg. 3 Radiation Protection of the Public and the Environment

DOE O 470.4B Chg. 1 Safeguards and Security Program

DOE O 473.3 Protection Program Operations

DOE/RL-92-36, Release 80(2016)

Hanford Site Hoisting and Rigging Manual

DOE-STD-1020 (2012) Natural Phenomena Hazards Design and Evaluation Criteria for Department Of Energy Facilities

DOE-STD-1027-92, Chg. 1 Hazard Categorization and Accident Analysis Techniques for Compliance with DOE Order 5480.23, Nuclear Safety Analysis Reports

DOE-STD-1066-2012 Fire Protection

DOE-STD-1186-2004 Specific Administrative Controls

DOE-STD-1189-2008 Integration of Safety into the Design Process

DOE-STD-3009-2014 Preparation of Nonreactor Nuclear Facility Documented Safety Analysis

ENS-ENG-IP-05. Rev. 0 ORP Fire Protection Program

DOE/RL-89-10 Hanford Federal Facility Agreement and Consent Order

Revised Code of Washington (RCW)

RCW 49.17 Washington Industrial Safety and Health Act

Washington Administrative Code (WAC)

WAC 173-303 Dangerous Waste Regulations

WAC 173-303-280 General Requirements for Dangerous Waste Management Facilities

WAC 173-303-640 Tank System

WAC 173-400 General Regulations for Air Pollution Sources

WAC 173-460 Controls for New Source of Toxic Air Pollutants

WAC 197-11 State and Environmental Policy Act (SEPA) Rules

WAC 246-247 Radiation Protection – Air Emissions

WAC 246-272A On-site Sewage System

WAC 246-272B Large On-site Sewage System Regulations

WAC 246-290-490 Group A Public Water Supply, Section – Cross Connection Control

Washington State Department of Health (WSDOH)

WSDOH 331-123 Water System Design Manual

Washington State Department of Transportation (WSDOT)

WSDOT M 41-10 Standard Specifications for Road, Bridge, and Municipal Construction

Other Directives/Publications

42 USC §4321, et. seq. National Environmental Policy Act of 1969 (RCRA)

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42 USC §6901 Resource Conservation and Recovery Act of 1976 (RCRA)

AOP 00-05-006 Hanford Site Air Operating Permit 00-05-006 (as amended)

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.

2.2 NON-GOVERNMENT DOCUMENTS

The following documents of the exact issue shown in Table 2-2 form a part of this specification to the extent specified herein and establish the COR. 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.

Table 2-2. Non-Government Documents (5 Sheets)


American Concrete Institute (ACI)

ACI 301 (2010) Specification for Structural Concrete

ACI 318 (2011) Building Code Requirements for Structural Concrete

ACI 349 (2013) Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary

American Conference of Governmental Industrial Hygienists (ACGIH)

ACGIH (2013) Industrial Ventilation – A Manual of Recommended Practice for Design – 28th Edition

American Institute of Steel Construction (AISC)

AISC 325-11 (14th Edition) Steel Construction Manual – 14th Edition

AISC 360 (2010) Specification for Structural Steel Buildings

AISC N690 (2012) Specification for Safety-Related Steel Structures for Nuclear Facilities

American National Standards Institute (ANSI)

ANSI/HPS N13.1 (2011) Sampling and Monitoring Releases of Airborne Radioactive Substances from the Stacks and Ducts of Nuclear Facilities

ANSI/ISA-7.0.01-1996 Quality Standard for Instrumented Air

ANSI/ISEA Z358.1-2014 American National Standard for Emergency Eyewashes and Shower Equipment

American Petroleum Institute (API)

API STD 620 (2013),

Addendum 1 (2014)

Design and Construction of Large, Welded, Low-Pressure Storage Tanks

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API STD 650 (2013),

Addendum 1 (2014)

Welded Tanks for Oil Storage

American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE)

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

American Society of Mechanical Engineers (ASME)

ASME AG-1 (2015) Code on Nuclear Air and Gas Treatment

ASME Boiler and Pressure VesselCode (2013)

Rules for Construction of Pressure Vessels

ASME B30.2 (2011) Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist)

ASME B30.17 (2015) Cranes and Monorails (With Underhung Trolley or Bridge) Safety Standard for Cableways, Cranes, Derricks, Hoists, Jacks, and Slings

ASME B31.1(2014) Power Piping

ASME B31.3 (2012) Process Piping

ASME NOG-1 (2010) Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)

ASME N509 (2008) Nuclear Power Plant Air-Cleaning Units and Components

ASME N511 2007 (R2013) In-Service Testing of Nuclear Air Treatment, Heating, Ventilating, and Air-Conditioning Systems

ASME NQA-1a-2009 Quality Assurance Requirements for Nuclear Facility Applications

ASME NUM-1 (2009) Rules for Construction of Cranes, Monorails, and Hoists (With Bridge or Trolley or Hoist of the Underhung Type)

ASME STS-1 (2011) Steel Stacks

American Society for Testing and Materials (ASTM)

ASTM A615/A615M (2014) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A1064/A1064M (2014) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ASTM C94/C94M (2014) Standard Specification for Ready-Mixed Concrete

ASTM E84 (2014) Standard Test Method for Surface Burning Characteristics of Building Materials

American Welding Society (AWS)

AWS D1.1/D1.1M (2010) Structural Welding Code-Steel

AWS D1.3/D1.3M (2008) Structural Welding Code – Sheet Steel

AWS D1.6/D1.6M (2007) Structural Welding Code – Stainless Steel

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AWS D9.1M/D9.1 (2012) Sheet Metal Welding Code

AWS D14.1/D14.1M (2005) Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment

Crane Manufacturers Association of America (CMAA)

CMAA 70 (2010) Specifications for Top Running Bridge & Gantry Type Multiple Girder Electric Overhead Traveling Cranes

CMAA 74 (2010) Specifications for Top Running Bridge & Under Running Single Girder Electric Overhead Traveling Cranes Utilizing Under Running Trolley Hoist

International Building Code (IBC)

IBC (2012) International Building Code (IBC)

Illuminating Engineering Society of North America (IES)

IES Lighting HDBK (2011) Lighting Handbook Reference & Application – 10th Edition

Instrumentation, Systems, and Automation Society (ISA)

ISA 84.00.01-2004 Functional Safety: Safety Instrumented Systems for the Process Industry Sector

National Association of Corrosion Engineers (NACE)

NACE SP0169 (2013) Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE SP0285 (2011) External Corrosion Control of Underground Storage Tank Systems by Cathodic Protection

National Electrical Manufacturer’s Association (NEMA)

NEMA ICS 1-2000 (R2005, R2008, E2010)

Industrial Control and Systems: General Requirements

NEMA ICS 6-1993 (R2001, R2006, R2011)

Industrial Control and Systems: Enclosures

National Fire Protection Association (NFPA)

NFPA 13 (2013) Standard for Installation of Sprinkler Systems

NFPA 70 (2014) National Electrical Code

NFPA 72 (2013) National Fire Alarm and Signaling Code

NFPA 101 (2015) Life Safety Code®

NFPA 110 (2016) Standard for Emergency Power and Standby Systems

NFPA 701 (2015) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

National Institute of Standards and Technology (NIST) Special Publication (SP)

NIST SP 800-53A Guide for Assessing the Security Controls in Federal Information Systems

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NIST SP 800-82 Guide to Industrial Control Systems Security

Underwriters Laboratory (UL)

UL 508 (2013) Standard for Industrial Control Equipment

Other Publications

TFC-ENG-STD-01, Rev. A-3 Human Factors in Design

TFC-ENG-STD-02, Rev. A-11 Environmental/Seasonal Requirements for TFC Systems, Structures, and Components

TFC-ENG-STD-03, Rev. A-7 Waste Transfer Confinement Configuration

TFC-ENG-STD-06, Rev. C-9 Design Loads for Tank Farm Facilities

TFC-ENG-STD-07, Rev. H Ventilation System Design Standard

TFC-ENG-STD-08, Rev. B-4 Post Maintenance Testing

TFC-ENG-STD-10, Rev. A-13 Drawing Standard

TFC-ENG-STD-12, Rev. D-7 Tank Farm Equipment Identification Numbering and Labeling Standard

TFC-ENG-STD-14, Rev. C-2 Setpoint Standard

TFC-ENG-STD-15, Rev. C-2 Standard for Raceway Systems and Flexible Cords & Cables

TFC-ENG-STD-22, Rev. F Piping Jumpers and Valves

TFC-ENG-STD-23, Rev. A-8 Human-Machine Interface for Process Control Systems

TFC-ENG-STD-25, Rev. D-4 Transfer Pumps

TFC-ENG-STD-26, Rev. C Waste Transfer, Dilution, and Flushing Requirements

TFC-ENG-STD-34, Rev. A Standard for the Selection of Non-Metallic Materials in Contact with Tank Waste

TFC-ENG-STD-36, Rev. B-2 Hardware for ABB Process Control Systems

TFC-ENG-STD-40, Rev. B Alarm Management and Annunciator Panel for Process Control Systems

TFC-ENG-STD-41, Rev. A-3 Electrical Installations

TFC-ENG-STD-45, Rev. A Design and Installations for Potentially Flammable Atmospheres

TFC-ESHQ-ENV-STD-03, Rev. A-5 Air Quality-Radioactive Emissions

TFC-ESHQ-ENV-STD-04, Rev. C Air Quality Program – Non-Radioactive Emissions, Section 3.3.3.1only

TFC-ESHQ-ENV-STD-05, Rev. A-6 Radioactive Airborne Effluent Sampling

TFC-ESHQ-ENV-STD-10, Rev. A Environmental Requirements Management

TFC-ESHQ-ENV-STD-11, Rev. A-2 Air Program Plan

TFC-ESHQ-FP-STD-02, Rev. C-2 Fire Protection Design Criteria

TFC-ESHQ-FP-STD-06, Rev. B-4 Fire Hazard Analysis and Fire Protection Assessment Requirements

TFC-ESHQ-FP-STD-12, Rev. A-4 Hanford Fire Department Services

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TFC-ESHQ-S_SAF-CD-11, Rev. A-12

Worker Safety and Health Program Requirements Implementation Matrix

TFC-PLN-49, Rev. D Tank Operations Contractor Nuclear Criticality Safety Program

Technical society and technical association specifications and standards are generally available for reference from libraries or they may be obtained directly from the Technical Society/Association.

2.3 NON-GOVERNMENT NON-CODE OF RECORD DOCUMENTS

The following documents of the exact issue shown are utilized in, or referenced by this document, form a part of this specification to the extent specified herein but are not considered to be COR documents.

Table 2-3. Non-Government Non-Code of Record Documents (3 Sheets)


24590-WTP-ICD-MG-01-030, Rev. 0 ICD 30 – Interface Control Document for Direct LAW Feed

24590-WTP-ICD-MG-01-031, Rev. 0 ICD 31 – Interface Control Document for DFLAW Returns to Double-Shell Tanks

24590-LAW-RPT-PENG-16-003 R0

(RPP-RPT-59494 R0)

Integrated DFLAW Feed Qualification Data Quality Objectives

HNF-4492, Rev. 5 Interface Control Document between Washington River Protection Solutions, LLC and Mission Support Alliance, LLC for Electric Utilities Distribution System

HNF-4493, Rev. 2 Interface Control Document between Washington River Protection Solutions LLC (WRPS) The Tank Operations Contractor and The Mission Support Alliance, LLC (MSA) The Water Utilities Distribution System Manager

HNF-36174, Rev. 4 DOE Fire Protection Handbook-Hanford Chapter

HNF-5183, Rev. 5-J Tank Farms Radiological Control Manual (TFRCM)

HNF-EP-0063, Rev. 16 Hanford Site Solid Waste Acceptance Criteria

HNF-SD-GN-ER-501, Rev. 2 Natural Phenomena Hazards, Hanford Site, Washington

HNF-SD-WM-OCD-015, Rev. 37 Tank Farms Waste Transfer Compatibility Program

RPP-13211, Rev. 1 Electromagnetic Compatibility and Electrical Noise Control for the DOE Hanford Site

RPP-MP-003, Rev. 6d Integrated Environment, Safety and Health Management System Description for the Tank Operations Contractor

RPP-38172, Rev.0 Project W-551 Interim Pretreatment System (IPS) Siting Study, Attachment C

RPP-50655, Rev. 1 Interface Control Document TFLAN – ICD

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RPP-51303, Rev. 0 River Protection Functions and Requirements

RPP-57077, Rev. 1 Low-Activity Waste Pretreatment System (Project T5L01) Safety Design Strategy

RPP-RPT-58553, Rev. 6 Low Activity Waste Pretreatment System Safety Control Development and Design Integration

TFC-BSM-IRM_DC-C-01, Rev. D-5 Document Control

TFC-BSM-IRM_DC-C-02, Rev. F-9 Records Management

TFC-BSM-IRM_SE-C-01, Rev. A-3 Computer Security

TFC-BSM-IRM_SE-C-02, Rev. A-8 Radio and Telecommunications Security

TFC-BSM-IRM-STD-04, Rev. A-5 Telecommunications and Network Infrastructure Standards

TFC-ENG-DESIGN-C-10, Rev B-9 Engineering Calculations

TFC-ENG-DESIGN-C-18, Rev. B-2 Testing Practices

TFC-ENG-DESIGN-C-25, Rev. F Technical Document Control

TFC-ENG-DESIGN-C-32, Rev. H Utility Calculation Software Management

TFC-ENG-DESIGN-C-34, Rev. B-10 Technical Requirements for Procurement

TFC-ENG-DESIGN-C-55, Rev. A-2 Design Subcontract Deliverable Review

TFC-ENG-DESIGN-C-60, Rev. A-2 Preparation of Piping Analyses for Waste Transfer Systems

TFC-ENG-DESIGN-D-29, Rev. A-1 Guidance for Inclusion of Human Factors in Design

TFC-ENG-DESIGN-P-12, Rev. G-5 Plant Installed Software

TFC-ENG-DESIGN-P-59, Rev. B-1 Plant Installed Software Quality Assurance

TFC-ENG-FACSUP-C-23, Rev. E Equipment Identification and Data Management

TFC-ENG-FACSUP-C-25, Rev. C-4 Hoisting and Rigging

TFC-ESHQ-EP-C-01, Rev. A-14 Emergency Management

TFC-ESHQ-ENV_PP-C-02, Rev. A-3 Environmental Requirements Management

TFC-ESHQ-IH-STD-08, Rev. B-2 Lead Control Program

TFC-ESHQ-IH-STD-13, Rev. A-1 Illumination

TFC-ESHQ-S_IH-C-47, Rev. C-1 Chemical Management Process

TFC-MD-099, Rev. A Implementation of Industrial Wireless Technology

TFC-PLN-01, Rev. A Integrated Environment, Safety, and Health Management System Plan

TFC-PLN-02, Rev. H Quality Assurance Program Description

TFC-PLN-05, Rev. E Conduct of Operations Implementation Plan

TFC-PLN-09, Rev. C-7 Human Factors Program

TFC-PLN-26, Rev. C-2 Test Program Plan

TFC-PLN-29, Rev. C-8 Nuclear Maintenance Management Plan

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TFC-PLN-33, Rev. C-11 Waste Management Basis

TFC-PLN-47, Rev B-8 Worker Safety and Health Program

TFC-PLN-61, Rev. C-6 Tank Operations Contractor Training and Qualification Plan

TFC-PLN-79, Rev. E-1 Safeguards and Security Management Plan

TFC-PLN-90, Rev. B-1 Technology Development Management Plan

TFC-PLN-102, Rev. C-1 TOC Interface Management Plan

TFC-PLN-118, Rev. A Strategic Plan for Hanford Waste Feed Delivery and Treatment Process Control Systems

TFC-PLN-125, Rev. B-1 Pollution Prevention and Sustainable Program

TFC-PLN-138, Rev. B Implementation Plan for ISA 84 (Safety Instrumented Systems)

TFC-PRJ-SUT-C-01 Test Plan Preparation

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3.0 LOW ACTIVITY WASTE PRETREATMENT SYSTEM FUNCTIONS AND REQUIREMENTS

3.1 SYSTEM DEFINITION

The primary mission of the LAWPS is to provide treated tank farm supernatant LAW feed directly to the WTP LAW Facility in a safe, economic, and environmentally protective manner. The LAWPS will receive tank supernatant waste from the DST System. The LAWPS will treat the tank supernatant waste by separating entrained solids through a filtration subsystem, and by removing radioactive cesium (Cs) using an ion exchange (IX) subsystem. The solids and Cs removed will be returned to the DST System. Treated waste will be stored in lag waste storage tanks and sampled to confirm the treatment process efficacy. Treated waste compliant with WTP waste acceptance criteria will be fed to the WTP LAW Facility. New underground piping will be constructed by the LAWPS Project to support routing of the WTP secondary liquid waste back to the DST System.

The top level mission functions for the River Protection Project (RPP) are described by RPP-51303, River Protection Project Functions and Requirements. Five top level functions derived from the RPP mission describe the LAWPS mission. Figure 3-1 identifies the functions and their subordinate functions (highlighted in yellow) from the RPP Functional Hierarchy applicable to the LAWPS mission.

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Figure 3-1. River Protection Project Functional Hierarchy.

Note: The highlighted functions (yellow) compose the functional components of the LAWPS.

The LAWPS program is comprised of eight functional components:

A Store Waste component to store tank supernatant waste receipts from the DST System and treated LAW feed for the WTP LAW Facility.

A Characterize Waste component to support characterization of treated LAW.

A Monitor Waste component to monitor the tank waste during storage and transfer.

A Deliver Waste Feed component to deliver the treated waste to the WTP LAW Facility.

A Pretreat Waste component to treat tank supernatant.

Remediate Tank Wastes

Manage Tank Waste

Store Waste

Move Waste

Concentrate Waste

Characterize Waste

Monitor Waste

Retrieve Tank Waste

Remove SST Tank Waste

Remove Potential Contact-Handled Transuranic Tank

Waste

Remove Ancillary

Storage System Waste

Deliver Waste Feed

Process Tank Waste

Pretreat Tank Waste

Immobilize High-Level

Waste

Process Potential Contact-Handled Transuranic Tank

Waste

Immobilize Low-Activity

Waste

Dispose Tank Waste

Dispose Immobilized

High-Level Waste

Dispose Potential Contact-Handled Transuranic Tank

Waste

Dispose Immobilized Low-

Activity Waste

Dispose Secondary

Waste

Manage Sys.-Gen.Waste

Manage Immobilized High-

Level Waste

Manage Potential Contact-Handled Transuranic Tank

Waste

Manage Immobilized Low-Activity

Waste

Manage Secondary

Waste

Close Tanks, Waste Management

Areas, and Excess Facilities

*Not an Office of River Protection function. Function to be performed by offsite entity.

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A Dispose Secondary Waste component to dispose of gaseous effluent generated assecondary waste.

A Manage Secondary Waste component to manage generated solid and liquid secondary waste.

A Close Tanks, Waste Management Areas, and Excess Facilities component to decontaminate and decommission the LAWPS at the facility’s end-of-life, and transition to facility closure.

A line diagram of the LAWPS consistent with the functional components derived is provided in Figure 3-2.

Figure 3-2. Low Activity Waste Pretreatment System Diagram.

DST System

Solids Filtration

Treated LAW Lag Storage

137Cs Removal

Waste (with filtered Solids)

Cs Eluate

Lab

WTP LAW Facility

Low Level Waste Disposal

TreatedLAW

Treated LAW

Sample

FiltrateTreated

LAW

Chemical Additions

Secondary Liquid Waste/Out-of-Spec Returns

Low Activity Waste Pretreatment System

Tank Waste

TreatedLAW

SiteUtilities

Treated Gas Effluents

HVAC

Cs Product Tank

Cs ProductReturm

Spent resin

Lab

Resin Sample

3.2 CHARACTERISTICS

This section describes the LAWPS performance characteristics, system relationships, external interface requirements, physical characteristics, system quality factors, environmental conditions, transportability, flexibility and expansion, and portability.

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3.2.1 Performance Characteristics

The LAWPS performance requirements.

a) The LAWPS shall have an instantaneous processing rate of at least 185 kg Na per hour from waste1 (corresponding to approximately 1600 MT of waste Na per year at 100% operating efficiency).

b) The LAWPS shall have an average processing capacity of 1120 MT of waste Na per year [corresponding to an integrated system availability of 70% (3.2.5.3.a)].

1The processing rate excludes any Na added (e.g. NaOH added to control aluminum solubility).

3.2.1.1 Manage Tank Waste

3.2.1.1.1 Store Waste

a) The LAWPS shall be capable of receiving and storing supernatant waste from the DST System, as required to meet the requirements of section 3.2.1.

b) The LAWPS shall incorporate secondary containment, spill prevention, and leak detection design features in accordance with WAC 173-303-640, Dangerous Waste Regulations, Section – Tank Systems, paragraphs; (3), (4), (5), (6) and (11).

c) The LAWPS shall be designed to receive waste with the estimated radiological, chemical, and physical properties shown in Table 3-1, Table 3-2, Table 3-3, Table 3-4, Table 3-7, and Table 3-8. NOTE: These tables are the average waste component concentrations in waste feed batches to WTP as calculated in RPP-RPT-59659

d) The LAWPS shall be capable of providing sufficient lag storage for treated waste to support continuous feed operations to the WTP LAW Facility.

e) The LAWPS treated LAW lag storage should consist of a lag storage tank configuration that supports an operating concept that maximizes continuous feed operations to the WTP LAW Facility.

f) The capacity of treated LAW lag storage tanks shall be based on expected worst caselaboratory sample turnaround times1 and the ability to meet overall system performance requirements specified in Section 3.2.1.

g) LAWPS tanks shall be designed to permit draining and flushing to support inspection, maintenance and testing. Tanks containing contaminated liquids located in vaults shall utilize tank top nozzles for emptying and flushing.

h) The LAWPS shall have the capability to store Cs ion exchange eluate prior to transfer to the DST System.

i) The LAWPS shall have the capability to store filtered solids prior to transfer to the DST System.

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j) New tanks with the potential to contain solids shall be designed with appropriate capability (e.g., mixers, flushing) to prevent accumulation of solids in the tank heel.

k) The LAWPS shall provide provisions for testing and training using water or waste simulant for processing. In addition, the LAWPS should incorporate the use of modular components where appropriate to facilitate testing and commissioning.

l) Process vessels (e.g. solids filter housing and IX column) shall have the capability for draining. If bottom drains are utilized, the process vessels shall be designed to allow maintenance of bottom drains and replacement.

1Sample turnaround time is 4 days based on memo WRPS-1402857, “Preliminary Sample Size for the Cs Product, and Treated Lag Storage Vessel”.

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Table 3-1. Summary of Average Radionuclide Components in Waste Feed for LAWPSa,b.

ComponentLiquid Phase Solid Phase

ComponentLiquid Phase Solid Phase

Ci/liter Ci/liter Ci/liter Ci/liter

106-Ru 1.32E-11 8.69E-14 236-U 1.97E-10 2.07E-11

113m-Cd 8.23E-06 2.15E-08 237-Np 8.71E-08 1.52E-11

125-Sb 9.21E-07 4.79E-09 238-Pu 1.04E-07 8.51E-08

126-Sn 1.07E-06 2.19E-09 238-U 4.06E-09 4.07E-10

129-I 1.43E-07 4.35E-14 239-Pu 1.17E-06 1.17E-06

134-Cs 1.68E-07 2.93E-11 240-Pu 2.66E-07 2.78E-07

137-Cs 2.57E-01 2.60E-04 241-Am 1.68E-06 3.03E-09

137m-Ba 2.44E-01 2.47E-04 241-Pu 1.51E-06 1.56E-06

14-C 2.27E-06 6.15E-09 242-Cm 6.24E-10 3.01E-09

151-Sm 3.12E-03 4.31E-04 242-Pu 3.10E-10 2.33E-11

152-Eu 3.20E-07 7.94E-08 243-Am 5.49E-10 1.45E-12

154-Eu 4.54E-06 5.28E-07 243-Cm 1.60E-08 2.54E-10

155-Eu 1.21E-06 2.87E-07 244-Cm 2.88E-07 4.71E-09

226-Ra 5.56E-11 8.19E-14 3-H 2.71E-06 1.26E-08

227-Ac 8.77E-09 1.59E-10 59-Ni 7.98E-08 5.76E-08

228-Ra 6.52E-09 2.13E-10 60-Co 4.32E-07 6.53E-08

229-Th 7.60E-10 9.23E-11 63-Ni 6.49E-06 4.68E-06

231-Pa 7.65E-09 2.71E-10 79-Se 6.58E-07 1.20E-09

232-Th 1.12E-09 1.22E-10 90-Sr 3.89E-04 8.48E-04

232-U 5.19E-10 4.97E-11 90-Y 3.89E-04 8.48E-04

233-U 7.81E-09 7.48E-10 93-Zr 1.21E-05 1.41E-06

234-U 4.69E-09 4.73E-10 93m-Nb 6.29E-06 1.37E-06

235-U 1.89E-10 1.91E-11 99-Tc 1.64E-04 2.09E-07a Table extracted from RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. Analysis of HTWOS modeling indicates above values are an appropriate representation of a nominal feed to LAWPS. System design will be based on a range of values for specific waste parameters important to LAWPS processes (see Section 3.2.1.3.1.h). b Decay date of 1/1/2021.

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Table 3-2. Summary of Average Chemical Components in Waste Feed for LAWPSa.

ComponentLiquid Phase, Solid Phase,

ComponentLiquid Phase, Solid Phase,

gmole/liter gmole/liter gmole/liter gmole/liter

Ag+ 5.20E-06 7.56E-08 Nd+3 1.57E-05 9.73E-07

Al(OH)4- 1.66E-01 0.00E+00 NH3 1.34E-02 0.00E+00

Al+3 0.00E+00 2.20E-06 NH4+ 1.29E-04 0.00E+00

As+5 1.81E-04 6.40E-07 Ni+2 3.51E-05 2.62E-05

B+3 1.39E-03 1.89E-05 NO2- 1.02E+00 1.83E-03

Ba+2 2.64E-08 2.20E-07 NO3- 1.78E+00 2.79E-03

Be+2 7.09E-05 1.13E-06 O(BOUND) 1.11E-04 2.23E-05

Bi+3 1.00E-04 1.16E-05 OH(BOUND) 2.71E-03 1.63E-04

C2O4-2 1.27E-02 1.12E-03 OH- 1.41E+00 0.00E+00

Ca+2 1.91E-05 5.47E-05 Pb+2 7.26E-04 9.25E-06

Cd+2 2.00E-05 1.02E-06 Pd+2 4.52E-05 9.48E-08

Ce+3 9.05E-05 2.10E-06 PO4-3 4.32E-02 5.35E-06

Cl- 9.46E-02 1.41E-04 Pr+3 9.29E-05 6.93E-07

CN- 1.76E-05 1.29E-08 Rb+ 1.38E-06 7.25E-10

Co+3 5.20E-05 1.70E-06 Rh+3 1.52E-04 4.74E-06

CO3-2 5.23E-01 4.54E-07 Ru+3 4.05E-05 1.86E-07

CrO4-2 8.01E-03 0.00E+00 Sb+5 8.21E-05 2.07E-07

CrOOH 1.73E-04 4.70E-07 Se+6 1.96E-04 5.87E-07

Cs+ 1.04E-04 0.00E+00 Si+4 8.02E-03 1.16E-06

Cu+2 1.62E-05 6.37E-12 SO4-2 6.61E-02 5.55E-05

F- 6.51E-02 5.82E-05 Sr+2 6.69E-07 4.10E-07

Fe+3 5.23E-04 4.66E-04 Ta+5 1.84E-10 2.70E-06

H+ 5.12E-02 0.00E+00 Te+6 2.78E-05 2.44E-06

H2O 4.74E+01 5.09E-05 Th+4 4.39E-05 8.87E-11

Hg+2 3.14E-05 1.43E-07 Ti+4 4.40E-05 1.02E-06

K+ 1.22E-01 3.60E-04 Tl+3 1.60E-04 4.78E-06

La+3 8.07E-06 8.52E-07 TOCb 1.77E-01 9.45E-04

Li+ 3.97E-04 2.92E-06 V+5 1.88E-08 9.62E-07

Mg+2 7.45E-04 2.02E-05 W+6 3.91E-05 4.40E-09

Mn+4 2.80E-05 3.28E-06 Y+3 1.42E-06 6.09E-08

Mo+6 1.86E-04 4.78E-07 Zn+2 9.99E-05 6.03E-07

Na+ 5.61E+00 2.43E-03 Zr+4 1.98E-05 1.94E-07a Table extracted from RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. Analysis of HTWOS modeling indicates above values are an appropriate representation of a nominal feed to LAWPS. System design will be based on a range of values for specific waste parameters important to LAWPS processes (see Section 3.2.1.3.1.h).b TOC has been discounted for oxalate to prevent double counting of material. Oxalate must be added back into this value to find BBI equivalent TOC.

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Table 3-3. DST Feed Physical Characteristics.

Parameter Unit Nominal Value Range

Densitya, b g/mL 1.28 1.0 – 1.35

Viscosityc,d Centipoise (cP) 6 1 – 15

Temperaturee °C 25 20 - 45

Solids Concentrationf wt% 0.8 0 – 3.3

Solids Particle Sizef μm 7.5 0.01 - 210

Surface Tensiong dynes/cm 80 70-100

a The upper bound value originates from TFC-ENG-STD-26, “Waste Transfer, Dilution, and Flushing Requirements” in which supernatant is defined as having a specific gravity of ≤ 1.35 and containing minimal solids.b The upper-bounding solid particle density is 5.68 g/mL which corresponds to ZrO2 based on engineering judgment and data from PNNL-20646, Hanford Waste Physical and Rheological Properties: Data and Gaps.c The nominal value is calculated in RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967 Project T5L01 Low Activity Waste Pretreatment System Specification. dThe upper value originates from 24590-WTP-ICD-MG-01-030, ICD 30 – Interface Control Document for Direct Feed LAW. e The temperature upper limit is based on WTP-RPT-214, Ion Exchange Kinetics Testing with SRF Resin. This report demonstrates that sRF resin degrades when the temperature exceeds 45 °C and so the upper bounding temperature is set at 45 °C to protect the resin.f Suspended particle properties are based on the recommendations of RPP-RPT-58509, Solids Properties in Tank Waste for the Low Activity Waste Pretreatment System Feed.g The surface tension values originate from PNL-10173, Ammonia in Simulated Hanford Double-Shell Tank Wastes: Solubility and Effect on Surface Tension.

Table 3-4. Compositions for Hydrogen Generation Ratea,b.

ComponentMaximum

ConcentrationUnit

Al 9.05E-01 gmole/L

TOCc 4.15E-01 gmole/L

a Table extracted from RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. b Values reported are for supernatant at 5.61M Na. c TOC value includes oxalate (C2O4-2). The oxalate value associated with this maximum is 2.24E-02 gmole/L.

3.2.1.1.2 Characterize Waste

a) The LAWPS shall provide the capability to obtain representative samples of the treated LAW.

b) The LAWPS shall provide the capability to obtain representative samples of the Cs IX eluate.

c) Sample volumes shall be sufficient to support laboratory analysis requirements, but otherwise minimized to meet as low as reasonably achievable (ALARA) goals.

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3.2.1.1.3 Monitor Waste

a) The LAWPS shall provide capability to remotely monitor and control waste storage and waste transfer operations.

b) The LAWPS shall provide capability to remotely monitor and control tank waste pretreatment operations.

c) LAWPS shall provide capability to transmit, receive and process waste transfer data from the Tank Farms Monitoring and Control System (TFMCS) and the WTP LAW Facilitywaste receipt tanks.

d) At a minimum, LAWPS monitoring of waste storage operations shall include the following capabilities:

Tank liquid level Tank liquid temperature Tank inlet valve interlock for level High-High Sump level High-High Secondary containment leak detector signals Tank pressure (vacuum), or if impractical due to system design, Tank Ventilation

Flow

e) At a minimum, LAWPS monitoring of waste transfer operations shall include the following capabilities:

Transfer pump transfer permissive interlock Pump start/stop command Source tank liquid level Transfer pump pressure Transfer pump flow rate Transfer pump power consumption Transfer pump interlock for source tank level Low-Low Transfer pump interlock for pump pressure High-High Encasement piping leak detector signals (for waste transfers requiring secondary

containment)

3.2.1.2 Retrieve Tank Waste

3.2.1.2.1 Deliver Waste Feed

a) The LAWPS shall have the capability to transfer treated LAW feed to the WTP LAW Facility. The LAWPS design shall supply treated LAW feed that meets the characteristics of Table 5 of 24590-WTP-ICD-MG-01-030, ICD 30 – Interface Control Document for Direct LAW Feed, (ICD-30).

b) The LAWPS shall be capable of transferring the filtered solids, separated from the solids separation process, to the DST System.

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c) The LAWPS shall be capable of transferring the Cs ion exchange eluate from the LAWPS to the DST System.

d) The LAWPS Project shall provide transfer routing for secondary liquid waste and out-of-specification waste delivered from the WTP LAW Facility to the DST System. The interface control document for the secondary liquid waste returns from the WTP LAW Facility to the DST System is 24590-WTP-ICD-MG-01-031, ICD 31 – Interface Control Document for DFLAW Effluent Returns to Double-Shell Tanks, (ICD-31).

e) The LAWPS shall have the capability to flush the transfer line, pump and valves to the DST System in compliance with the requirements of TFC-ENG-STD-26, “Waste Transfer, Dilution, and Flushing Requirements.”

f) The LAWPS shall provide capability to remotely monitor and control waste feed delivery operations.

g) The LAWPS shall have the capability to flush the transfer pipeline following the transfer of feed to the WTP LAW Facility in compliance with 24590-WTP-ICD-MG-01-030,Section 2.6.2.

3.2.1.3 Process Tank Waste

3.2.1.3.1 Pretreat Waste

a) The LAWPS shall be capable of removing undissolved (entrained) solids from tank supernatant waste.

b) The LAWPS shall be capable of selectively removing Cs from filtered waste through the use of spherical resorcinol-formaldehyde (sRF).

c) The concentration of radioactive constituents in treated LAW waste shall comply with the requirements of ICD-30. The concentration of constituents in treated LAW should not exceed the values of Table 3-51.

d) The design of the LAWPS equipment for removing Cs shall use the values for potassium, cesium, and 137Cs for LAW waste that are shown in Table 3-6; the average values shown in Table 3-1 and Table 3-2 should be used for all other constituents. Ion exchange column sizing calculations shall consider down time due to regeneration and resin replacement. In addition, the column sizing calculation shall assume a resin capacity that is degraded due to radiation and oxidation.

e) Reserved.

f) To compensate for the potential of solids precipitation from waste, the LAWPS process shall be designed with appropriate capability (e.g., waste temperature control features) to minimize solids precipitation. As needed, mixing and flushing capabilities shall be provided within the LAWPS process to prevent accumulation of precipitated solids.2

g) The LAWPS shall minimize oxygen entrainment to reduce IX resin degradation.

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h) The LAWPS design shall be based on a range of values for specific parameters considered important to the LAWPS process. Variations of parameters that affect LAWPS throughput include:

i. Sodium molarity3: 4-6 M,

ii. Viscosity: see Table 3-3,

iii. Density: see Table 3-3,

iv. Solids concentration: see Table 3-3,

v. Cesium and 137Cs concentration: see Table 3-6,

vi. Potassium concentration: see Table 3-6,

vii. Susceptibility to precipitation.

1 The 137Cs concentration in immobilized LAW must be < 0.3 Ci/m3 to meet DOE M 435.1-1 Chg. 2, Radioactive Waste Management Manual, requirements for near surface disposal.2 The design basis salts for precipitates downstream of filtration are NaF, with density of 2.78 g/mL and particle size of 7 μm, and Na3PO2•0.25NaOH•12H2O (sodium phosphate dodecahydrate), with density 1.62 g/mL and particle size of 1200 μm. The references for densities and particle sizes are PNNL-20646, Hanford Waste physical and Rheological Properties: Data and Gaps and RPP-RPT-46618, Hanford Waste Mineralogy Reference Report.3 Sodium molarity is based on RPP-RPT-48605, Completed and Recommended Testing to Support Small Column Ion Exchange Design and Operations with Spherical Resorcinol Formaldehyde. This reportsummarizes sRF testing results from full-scale production tests conducted by WTP, in which the testing sufficiently addressed fresh resin Cs loading capacity in 4 to 6 M sodium.

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Table 3-5. Radionuclide Concentration Limits for Treated LAW.

Radionuclide Radionuclide Concentration in Treated LAW to WTP Vitrification a

137Cs ratio < 3.18 E-05 Ci/mol sodium

154Eu concentration < 1.8E-05 Ci/L60Co concentration < 1.10E-06 Ci/L

90Sr ratio < 1.19E-03 Ci/mol sodium

99Tc concentration < 4.8E-04 Ci/L239Pu concentration < 3.0E-05 Ci/L

233U concentration < 1.6E-07 Ci/L

235U concentration < 1.7E-09 Ci/L

TRUb ratio < 1.30E-05 Ci/mol sodium

U fissile to U total < 0.96 wt%a Table 5 of 24590-WTP-ICD-MG-01-030, Rev. 0.b Transuranic (TRU) is defined as alpha-emitting radionuclides with an atomic number greater than 92, with half-life greater than 20 years, in HNF-EP-0063, Hanford Site Solid Waste Acceptance Criteria, which has been adopted for this study. (HNF-EP-0063, Hanford Site Solid Waste Acceptance Criteria, as amended, CH2M HILL Plateau Remediation Company, Richland, Washington.)

Table 3-6. Design Source Term (Liquid Phase).

Ion Exchange Sizing Source Term

Component Limit Unit

Potassium (min)a 0 gmole/L

Potassium (max)a 0.35 gmole/L

Cesiumb 1.04E-04 gmole/L

137Csb 2.16E-05 gmole/L

137Csb 2.57E-01 Ci/L

137Cs: Total Cesium Ratio (max)a 0.24

Shielding Design Source Term137Csa 5.23E-01 Ci/L

137Cs Max Loading for IX Columnsa 106,000 Cia Value based on the recommendations of RPP-RPT-58445, Basis for Sodium, Potassium, and Cesium Values Used in the Design of LAWPS Ion Exchange System.b Value based on RPP-RPT-59659, Waste Characterization for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. Decay date of 1/1/2021.

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Table 3-7. Maximum Radionuclide Values for Mass sand Energy Balancea,b.

RadionuclideLiquid Phase

Solid Phase Radionuclide

Liquid PhaseSolid Phase

Ci/L Ci/L Ci/L Ci/L

106-Ru 3.94E-11 9.00E-12 236-U 5.69E-10 1.27E-10

113m-Cd 2.89E-05 1.37E-06 237-Np 2.58E-07 8.34E-11

125-Sb 3.55E-06 3.92E-07 238-Pu 3.47E-07 1.00E-06

126-Sn 3.18E-06 3.22E-08 238-Ud 2.66E-082.23E-09

129-I 2.31E-07 2.39E-13 239-Pud 2.90E-058.64E-06

134-Cs 6.55E-07 1.76E-09 240-Pu 6.83E-07 2.44E-06

137-Cs c 5.23E-01 1.31E-03 241-Am 1.05E-05 1.67E-08

137m-Ba c 4.97E-01 1.24E-03 241-Pu 5.99E-06 2.79E-05

14-C 6.88E-06 9.33E-09 242-Cm 1.82E-09 7.69E-08

151-Sm 5.94E-03 1.15E-03 242-Pu 1.52E-09 3.08E-10

152-Eu 7.51E-07 2.74E-07 243-Am 5.96E-09 7.97E-12

154-Eud 1.70E-05 1.86E-06 243-Cm 7.71E-08 4.95E-09

155-Eu 2.87E-06 1.03E-06 244-Cm 1.40E-06 9.68E-08

226-Ra 1.57E-10 5.94E-13 3-H 7.51E-06 1.63E-07

227-Ac 3.95E-08 1.11E-09 59-Ni 2.76E-07 1.64E-07

228-Ra 2.42E-08 1.48E-09 60-Cod 1.00E-06 1.95E-07

229-Th 3.49E-09 2.36E-10 63-Ni 2.24E-05 1.33E-05

231-Pa 3.10E-08 4.75E-10 79-Se 1.31E-06 4.11E-09

232-Th 6.97E-09 3.93E-10 90-Sr 1.20E-03 2.78E-02

232-U 1.21E-09 2.87E-10 90-Y 1.20E-03 2.78E-02

233-Ud 1.50E-07 3.77E-09 93-Zr 7.20E-05 4.89E-06

234-U 1.21E-08 2.67E-09 93m-Nb 2.80E-05 3.99E-06

235-Ud 1.60E-09 1.07E-10 99-Tcd 4.70E-04 3.92E-07a Table extracted from RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. b Decay date of 1/1/2021.c 137-Cs and 137m-Ba values set at maximum value used in shielding calculations from Table 3-6.d Supernatant values reflect maximum allowed by 24590-WTP-ICD-MG-01-030.

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3.2.1.4 Dispose Tank Waste

3.2.1.4.1 Dispose Secondary Waste (Treated Gaseous Effluents)

a) The LAWPS shall provide the capability to control fugitive emissions from the waste storage tanks and the facility.

b) The ventilation system shall control radioactive airborne emissions in compliance with the requirements of WAC 246-247, Radiation Protection – Air Emissions; AOP 00-05-006, Hanford Site Air Operating Permit 00 05 006; TFC-ESHQ-ENV-STD-03, “Air Quality – Radioactive Emissions”; TFC-ESHQ-ENV-STD-11, “Air Program Plan”; and TFC-ENG-STD-07, “Ventilation System Design Standard.”

c) The ventilation system shall control non-radioactive airborne emissions in compliance with the requirements of 40 CFR 61, National Emission Standards for Hazardous Air Pollutants and WAC 173-400, General Regulations for Air Pollution Sources, as implemented by TFC-ESHQ-ENV-STD-04, “Air Quality Program – Non-Radioactive Emissions” (Section 3.3.3.1 only); TFC-ESHQ-ENV-STD-11; and TFC-ENG-STD-07.

d) The ventilation system shall provide capability to sample radioactive emissions in compliance with ANSI/HPS N13.1, Sampling and Monitoring Releases of Airborne Radioactive Substances from the Stacks and Ducts of Nuclear Facilities; TFC-ESHQ-ENV-STD-05, “Radioactive Airborne Effluent Sampling” and TFC-ESHQ-ENV-STD-11.

3.2.1.5 Manage System-Generated Waste and Excess Facilities.

3.2.1.5.1 Manage Secondary Waste

a) System-generated solid waste (IX spent resin) shall be collected, packaged and provided temporary storage prior to transfer from LAWPS to a permitted facility.

b) LAWPS shall provide capability to load secondary solid waste packages on a transporterfor transfer to a permitted facility.

c) Packaged solid waste shall meet the requirements set forth by HNF-EP-0063, Hanford Solid Waste Acceptance Criteria.

d) System-generated liquid waste shall be collected and provided temporary storage before being transferred to the DST System.

3.2.1.5.2 Close Facilities

a) LAWPS shall include design features which simplify decontamination and facilitate decommissioning at facility end-of-life in compliance with the requirements of DOE O 420.1C, Facility Safety [Chapter 1, 3.b. (4) (a)], including:

Transitioning the LAWPS to decommissioning.

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Safely and efficiently decontaminate and decommission (D&D) the LAWPS when no longer needed to support the RPP mission.

b) The design or modification of the LAWPS and the selection of materials shall include features that facilitate operations, maintenance, decontamination, and decommissioning. [10 CFR 835.1002 (d), Occupational Radiation Protection Subpart K – Design and Control, Paragraph 835.1002, Facility design and modifications].

3.2.2 System Relationships

At the system level, eight functional components describe the LAWPS Project; 1) Store Waste, 2) Characterize Waste, 3) Monitor Waste, 4) Deliver Waste Feed, 5) Pretreat Tank Waste, 6) Dispose Secondary Waste, 7) Manage Secondary Waste and 8) Close Facilities. See Section 3.1for details.

The purpose of these functional components are to safely receive waste, treat the waste, store treated waste, transfer treated waste for immobilization, and manage secondary waste disposal and facility closure. The requirements listed allow for the performance and constraints of these functions.

3.2.3 External Interface Requirements

This section describes the external interface requirements for the LAWPS, including interfaces with the WTP LAW Facility, the DST System, Hanford Site utilities and infrastructure, and solid waste disposal facilities. Figure 3-3 illustrates these external interfaces, which will be formally controlled through interface control documents or memoranda of understanding, as appropriate.

All ICDs will be developed in accordance with TFC-PLN-102, “Tank Operations Contractor Interface Management Plan,” as interfaces are identified between the LAWPS and existing infrastructure, facilities, and ongoing operations. As new requirements are developed through interface definition, the ICDs will be revised to reflect the changes.

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Figure 3-3. Low Activity Waste Pretreatment System Interface Diagram.

DST System

WTP LAW Facility

Low Activity Waste Pretreatment System

Tank Waste

Out-of-Spec ReturnsSecondary Liquid Waste

Treated LAW

SecondaryLiquid Waste/Out-of-Spec

Returns

LabTreated LAW SampleResin Sample

Potable WaterElectricity (480 VAC)

Sanitary Waste

Electronic Communications:

HLANTelephone

Fire DepartmentTFLAN

Secondary Solid Waste

Raw Water

Exhaust

Waste w/ Separated SolidsCs Product Return

NOTE: Treated LAW will be delivered from the LAWPS to the WTP Alternate Interface pointvia a new transfer line (External Letter, 14-WSC-0038, “Contract Number DE-AC27-08RV14800 – Modifications to Direct Feed Low-Activity Waste Customer Expectations Document”).

3.2.3.1 DST System Interface

The LAWPS shall interface with the DST System:

Transfer of tank supernatant waste from the DST System to the LAWPS solids filtration process.

Transfer of slurry (containing up to a maximum of 10 wt% solids in abnormal conditions)from the solids removal process to the DST System.

Transfer of Cs eluate from the IX process to the DST System.

Provide routing of the secondary liquid waste and out-of-specification returns delivered from the WTP LAW Facility, routed by the LAWPS Project, to the DST System.

a) System-generated waste (slurry containing separated solids and Cs IX eluate) returned tothe DST System from the LAWPS shall meet the requirements of HNF-SD-WM-OCD-015, Tank Farms Waste Transfer Compatibility Program.

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b) Tank supernatant waste received from the DST System will be in compliance with the requirements of RPP-RPT-58649, Waste Acceptance Criteria for the Low Activity Waste Pretreatment System.

3.2.3.2 WTP LAW Facility Interface

The LAWPS shall interface with the WTP LAW Facility:

Transfer treated LAW feed from the LAWPS to the WTP LAW Facility.

Provide routing of secondary liquid waste and out-of-specification returns delivered from WTP LAW Facility to the DST System.

a) The LAWPS shall provide feed in compliance with WTP LAW Facility waste acceptance criteria (ICD-30).

b) Secondary waste delivered from WTP LAW Facility, routed by the LAWPS Project, to the DST System shall be in compliance with ICD-31.

c) The treated LAW feed shall be supplied to the WTP LAW Vitrification Facility at a maximum pressure of 136 psig1 under normal operating conditions and a maximumflowrate of 88 gpm.

1The the maximum operating pressure on the WTP side of the interface is 136 psig, where this value provides a minimum 10% design pressure margin required for WTP piping systems.

3.2.3.3 Hanford Site Utilities/Infrastructure

The LAWPS shall interface with existing Hanford Site utilities and infrastructure to support construction and operation of the facility:

a) Design analysis shall be performed to determine the LAWPS infrastructure and utilities requirements.

b) Design and construction of infrastructure determined to be inadequate for LAWPS support shall be performed by others.

c) Assessment of utilities and infrastructure interfaces shall occur following preliminary system definition and interface definition.

The following sections identify preliminary Hanford Site Utilities/Infrastructure interface requirements.

3.2.3.3.1 Interface with Existing Roadways

The LAWPS shall interface with existing Hanford Site roadways:

a) The LAWPS shall provide an extension to existing roadways from the LAWPS boundary (e.g., roadway that adjoins existing roadways to the LAWPS parking area) that complies with WSDOT M 41-10, Standard Specifications for Road, Bridge, and Municipal Construction. The construction workforce, LAWPS Facility personnel, and

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equipment/materials will arrive at the LAWPS by existing roadways and the LAWPS roadway extension.

b) Design analysis shall be performed to determine whether existing roadways can accommodate the traffic required to support LAWPS construction and operation.

3.2.3.3.2 Interface with Existing Electrical Power Grid

The LAWPS shall interface with the existing Hanford Site electrical distribution system:

a) Design analysis shall be performed to determine LAWPS power requirements (e.g. Load List).

b) Assessment of need and definition of interface requirements for an LAWPS electrical substation shall occur following preliminary site selection and definition of electrical loads. This includes analysis of total power demand loads for various modes of operation and that of future growth. This evaluation should be documented in a technical report.

c) The interface for the electrical distribution system shall be Mission Support Alliance (MSA) Hanford Site Operations Infrastructure Services, Electrical Utilities (EU) distribution system, in compliance with the requirements of HNF-4492, Interface Control Document between Washington River Protection Solutions, LLC and Mission Support Alliance, LLC for Electric Utilities Distribution System.1

1The electrical utility distribution system will provide LAWPS with 480VAC, 3 phase, 60 Hz electrical power.

3.2.3.3.3 Interface with Site Water Distribution

The LAWPS shall interface with the Hanford Site water distribution system for potable and raw water.

a) Design analysis shall be performed to determine LAWPS potable and raw water requirements.

b) The interface for the potable and raw water systems shall be the Mission Support Alliance (MSA) Water Utilities (WU) distribution system, in compliance with the requirements of HNF-4493, Interface Control Document between Washington River Protection Solutions LLC (WRPS) The Tank Operations Contractor and The Mission Support Alliance, LLC (MSA) The Water Utilities Distribution System Manager.

3.2.3.3.4 Interface with Site Sewage Systems

The LAWPS may interface with existing Hanford Site large onsite sewage systems (LOSS).

a) Any connection with the Hanford site LOSS shall be in accordance with WAC 246-272B, Large On-Site Sewage Systems.

b) An on-site sewage disposal system (e.g., system not connected to Hanford Site LOSS) shall comply with the requirements of WAC 246-272A, On-Site Sewage Systems.

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3.2.3.4 Solid Waste Disposition Facilities

The LAWPS shall interface with Hanford Site disposal facilities for disposition of hazardous and radioactive solid wastes generated at the LAWPS.

3.2.3.4.1 Interface with Solid Waste Operations Complex (SWOC).

a) The LAWPS secondary solid wastes shall be transferred to the Solid Waste Operations Complex.

b) Solid waste for onsite disposal shall meet requirements set forth by HNF-EP-0063.

3.2.3.5 Hanford Site Laboratories

The LAWPS shall interface with Hanford Site laboratories for analysis of process and environmental samples. The details of the feed certification sampling and required analyses is documented in 24590-LAW-RPT-EDR-PENG-16-003 R0 (RPP-RPT-59494 R0), Integrated DFLAW Feed Qualification Data Quality Objectives. The sampling and analyses requirements for cesium eluate returns to Tank Farms are pending completion, approval and publication1

1RPP-RPT-59806 R0, Data Quality Objectives for the Cesium Eluate from the Low-Activity Waste Pretreatment System is currently under development.

3.2.3.6 Hanford Fire Department

The LAWPS shall interface with the Hanford Fire Department for fire protection, incident management, emergency medical response and treatment, and other services as defined in TFC-ESHQ-FP-STD-12, “Hanford Fire Department Services.”

3.2.3.7 Emergency Services

The LAWPS shall interface with Emergency Services as defined in TFC-ESHQ-EP-C-01, “Emergency Management.”

3.2.4 Physical Characteristics

This section identifies the physical configuration of the LAWPS.

3.2.4.1 General Physical Configuration

a) The LAWPS design shall protect workers to ALARA levels of radiation and chemical hazard exposure during waste processing operations, surveillance and maintenance.

b) The LAWPS design shall preferentially select engineering features over administrative controls to minimize employee exposure to radiation and chemical hazards [10 CFR 851, Worker Safety and Health Program, section 851.22(b), 10 CFR 835.1001, Occupational Radiation Protection, Subpart K – Design and Control, Paragraph 835.1001, Design and control].

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c) The system design shall establish the number, arrangement, and characteristics of confinement barriers based upon consideration of the type, quantity, form, and conditions for dispersing the radioactive and hazardous material in the confinement system design [DOE O 420.1C, section I.3.b.(3),(a),(b)].

d) LAWPS design shall comply with national consensus industry standards and the strictest model building codes applicable for the State of Washington and the local region, supplemented in a graded manner with additional safety requirements for the associated hazards in the facility that are not addressed by the codes [DOE O 420.1C Section 4.b; and 10 CFR 851, Appendix A, Subpart 4(b) (3)].

3.2.4.2 Process Systems

a) The LAWPS waste tanks and process equipment in high-dose configurations1 shall be designed for remote operation and maintenance. PUREX-type connectors should be used to facilitate remote connection and disconnection of piping and jumpers, equipment, instrumentation, etc. using a crane. For connections where PUREX-type connectors are not applicable, justification of an alternative design shall be submitted to the Design Authority for approval. Waste tanks and process equipment in low-dose configurations1

may be designed for hands-on maintenance and system reconfigurations.

b) The control system should be automated such that routine LAWPS operations do not typically require operator input, intervention and control.

c) The control system shall utilize standardized Tank Farm control system platforms and equipment in compliance with the requirements of TFC-PLN-118, “Strategic Plan for Hanford Waste Feed Delivery and Treatment Process Control Systems,” and TFC-ENG-STD-36, “Hardware for ABB Process Control Systems.”

d) Monitoring and alarm functions of safely instrumented systems (SIS) shall interface with the process control system as needed to provide indications.

e) The LAWPS plant installed software (including safety and non-safety software) shall comply with requirements of TFC-ENG-DESIGN-P-12, “Plant Installed Software,” and TFC-ENG-DESIGN-P-59, “Plant Installed Software Quality Assurance.”

f) Control system design shall provide redundancy as required to meet the availability requirements of Section 3.2.5.3.

g) Confined spaces shall be identified and designated in compliance with 10 CFR 851, 29 CFR 1910, Occupational Safety and Health Standards, and DOE-0360, Hanford Site Confined Space Procedure (HSCSP).

h) LAWPS SISs shall be designed to operate independently of the LAWPS process control system. The LAWPS SIS – LAWPS process control interface(s) shall be designed to prevent any interference with the performance of the LAWPS SIS safety functions.

1See Section 6.2 for definitions of high-dose and low-dose configurations.

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3.2.4.3 Communications

This section describes requirements for LAWPS communication systems.

3.2.4.3.1 Telephone System

a) The LAWPS shall have telephones for internal and external communication.

b) The location of telephones shall be chosen to support efficient operations and the safety of personnel.

3.2.4.3.2 Radio System

a) LAWPS shall integrate to the Tank Operations Contractor and Waste Treatment Plant Operator and Maintenance radio system and frequencies.

b) Radio systems shall be designed in compliance with the requirements of TFC-BSM-IRM_SE-C-02, “Radio and Telecommunications Security”; and TFC-BSM-IRM-STD-04, “Telecommunications and Network Infrastructure Standards.”

3.2.4.3.3 Computer Intranet/Internet System

a) LAWPS shall provide infrastructure (hardware and software) that is compatible and integrated with the Hanford Local Area Network (HLAN).

b) The hardware and software should be provided to make the entire LAWPS site area accessible via wireless HLAN (Wi-Fi).

c) Computer and software security shall be considered in the design and be in accordance with TFC-BSM-IRM_SE-C-01, “Computer Security” and TFC-BSM-IRM-STD-04.

3.2.4.3.4 Control System

a) The LAWPS control system network should integrate with the Tank Farm Local Area Network (TFLAN).

b) The LAWPS control system network shall implement security controls identified in the National Institute of Standards and Technology (NIST) Special Publication (SP) 800-53A, Guide for Assessing the Security Controls in Federal Information Systems. These controls may be tailored for Industrial Control Systems as outlined in NIST SP 800-82, Guide to Industrial Control System Security.

c) The LAWPS control system shall utilize the wireless HLAN to TFLAN interface to connect with the monitoring and control system in areas such as:

Remote locations or remote instrumentation where the infrastructure to support wired connectivity will not be installed or does not exist.

Facility locations where installing conduit and wiring are not feasible.

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Where there are life cycle, cost, or schedule advantages over the installation and maintenance of a wired infrastructure.

3.2.4.3.5 Safety Instrumented Systems/Alarms

a) The LAWPS safety instrumented systems and alarms shall utilize the wireless HLAN to Tank Farm Safety Programmable System (TFSPS) interface in areas such as:




3.2.5 System Quality Factors

The requirements for reliability, maintainability, availability, and other quality factors for the LAWPS are discussed in the following sections.

3.2.5.1 Reliability

To meet reliability requirements, the following concepts shall be used:

a) The LAWPS shall have a 40 year design life.

b) To support the LAWPS Facility 40-year performance lifetime, selection of system components should be based, in part, on component reliability in order to minimize the frequency of component replacements. A graded approach shall be used when specifying equipment useful life taking into consideration human factors (See Section 3.3.7); however permanently installed components shall typically be designed for a useful life of 40 years.

c) Equipment shall be appropriately selected, and when required tested to ensure reliable operation during normal operating conditions and anticipated operational occurrences.

3.2.5.2 Maintainability

This section addresses LAWPS Facility maintainability requirements.

a) LAWPS shall be designed for maintenance and operations in compliance with the requirements of TFC-PLN-05, “Conduct of Operations Implementation Plan” and TFC-PLN-29, “Nuclear Maintenance Management Program.”

b) LAWPS shall be designed to facilitate post maintenance testing to determine whether corrective maintenance, preventive maintenance, or troubleshooting activities have affected the ability of the system to perform its intended function. These requirements are implemented through TFC-PLN-29 and TFC-ENG-STD-08, “Post Maintenance Testing.”

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c) Equipment, instrumentation, and items requiring maintenance shall be accessible for ease of inspection, maintenance and removal/replacement.

d) Smart instrumentation providing capability to support predictive maintenance practices should be selected where technologically available.

e) Instrumentation and control systems shall provide for periodic in-place testing and calibration of instrument channels and interlocks.

f) The minimum numbers of spares for like components should be determined based on mean time between failure and the number of like components installed.

g) LAWPS should be designed such that maintenance can be performed with commercially available tools.

3.2.5.3 Availability

This section addresses LAWPS Facility availability.

a) The LAWPS integrated system availability shall be at least 70%, evaluated on an annual basis.

b) The LAWPS shall be designed such that failures of individual active components do notcompromise the ability of LAWPS to provide feed to the LAW melters in accordance with Section 3.2.1.

c) LAWPS availability shall be evaluated using standard reliability engineering techniques (e.g. failure modes and effects analysis, fault tree analysis, operations research modeling, etc.). This evaluation shall demonstrate that the LAWPS has sufficient inherent availability to provide LAW feed supporting an average annual ILAW production rate of 21 metric tons of glass per day.

3.2.5.4 Additional Quality Factors

Reserved.

3.2.6 Environmental Conditions

This section provides design requirements relevant to natural and induced environmental conditions and specifies the environmental conditions the LAWPS must withstand during operation.

3.2.6.1 Natural Environments

The system shall be designed to perform its functions and meet its performance requirements under the natural environmental conditions required by DOE O 420.1C, as implemented by DOE-STD-1020, Natural Phenomena Hazards Design and Evaluation Criteria for Department Of Energy Facilities; HNF-SD-GN-ER-501, Natural Phenomena Hazards, Hanford Site, Washington; TFC-ENG-STD-02, “Environmental/Seasonal Requirements for TFC Systems,

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Structures, and Components”; TFC-ENG-STD-06, “Design Loads for Tank Farm Facilities”; and RPP-38172 (Attachment C1), Project W-551 Interim Pretreatment System (IPS) Siting Study.

1 Apply the 2005 interim seismic design response spectra (DRS) shown in Attachment C.

3.2.6.2 Induced Environments

The specification, design, installation, and maintenance of SSCs associated with the LAWPS shall ensure compatibility with the induced environment in their installed locations. Examples of induced environments in the LAWPS include vibration, elevated radiation, elevated temperature, electromagnetic fields, and elevated noise. Installed equipment shall be designed to avoid resonance resulting from the harmony between the natural frequency of the structure and the operating frequency of reciprocating or rotating equipment supported on the structure.

3.2.6.3 Environments Due to Accidents

The LAWPS shall be designed and constructed, as specified in DOE O 420.1C [section I.3b (3), (4)] and WAC 173-303-280, Dangerous Waste Regulations, Section – General Requirements for Dangerous Waste Management Facilities, paragraph (6) (h) so in the event of an accident, the potential exposure to hazardous and/or radioactive materials is minimized.

3.2.7 Transportability

Not applicable to the LAWPS Facility.

3.2.8 Flexibility and Expansion

The configuration, subsystems, and component designs for the LAWPS shall, to the maximum extent practical, provide prudent measures to facilitate future facility upgrades such as installation of extra conduits, spare tank nozzles, and spare wall nozzles in process cells.

3.2.9 Portability

Not applicable to the LAWPS Facility.

3.3 DESIGN AND CONSTRUCTION

This section specifies minimum LAWPS Facility design and construction standards.

3.3.1 Materials

This section specifies system particular requirements for use of material, parts, and processes in the design of the LAWPS and equipment.

a) Equipment, components, and assemblies that may come into contact with waste or waste treatment materials shall be compatible with their physical, chemical, and radioactive properties including those in Table 3-8.

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b) Materials used shall be noncombustible and corrosion resistant in the environment in which they will be used including chemical, galvanic, or other reactions that can occur between materials.

c) LAWPS equipment providing a confinement function shall be fabricated of materials compatible with the material to be stored to minimize corrosion and generation of hydrogen.

d) Construction material, coatings, and welding techniques will be selected to minimize the unwanted accumulation of radioactive materials in piping, vessels, ventilation systems and other equipment.

e) The guidance in TFC-ENG-STD-34, “Standard for the Selection of Non-Metallic Materials in Contact with Tank Waste,” shall be used for selection of Non-Metallic materials.

f) Metallic surfaces which will routinely contact tank waste shall be fabricated from stainless steel.

g) Corrosion-erosion allowance used for design shall comply with TFC-ENG-STD-22, “Piping, Jumpers and Valves,” Section 3.5.2.1.

Table 3-8. Compositions for Process Material Selection

Chemical Components

Minimum Concentration

Maximum Concentration

ppm ppm

Chloride, Cl- 210 5,900

Fluoride, F- 20 3,900

Nitrite, NO2- 16,000 76,000

Nitrate, NO3- 20,000 128,000

Free Hydroxide, OH- 6,000 49,000

Sulfate, SO4-2 510 17,000

a Table extracted from RPP-RPT-59659, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification. Analysis of HTWOS modeling indicates above values are an appropriate representation of a nominal feed to LAWPS. System design will be based on a range of values for specific waste parameters important to LAWPS processes.

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3.3.1.1 Toxic Products and Formulations

LAWPS design shall minimize the use of products that may become regulated waste in compliance with the requirements of TFC-PLN-125, “Pollution Prevention and Sustainable Program.”

3.3.1.2 Concrete

The following requirements shall apply to concrete installed at the LAWPS:

a) Design and construction of concrete structures shall comply with ACI 301, Specifications for Structural Concrete and ASTM C94/C94M, Standard Specification for Ready-Mixed Concrete.

b) All NDC-1 and NDC-2 related concrete structures shall comply with ACI 318, Building Code Requirements for Structural Concrete.

c) All NDC-3 related concrete structures shall comply with ACI 349, Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary.

d) Welded wire fabric for reinforced concrete shall comply with ASTM A1064/A1064M, Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.

e) Steel reinforcement bars shall comply with ASTM A615/A615M, Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

3.3.1.3 Structural Steel

a) All structural steel materials shall comply with AISC 325-11, Steel Construction Manual– 14th Edition.

b) Structural welding and welder qualification shall meet the requirements of AWS D1.1/D1.1M, Structural Welding Code – Steel. Stainless steel structural welding shall comply with the requirements of AWS D1.6/D1.6M, Structural Welding Code – Stainless Steel. Structural sheet/strip steels shall comply with the requirements of AWS D1.3/D1.3 M, Structural Welding Code – Sheet Steel. Nonstructural sheet metal and components and systems shall comply with the requirements of AWS D9.1M/D9.1, Sheet Metal Welding Code.

c) All NDC-3 related steel structures shall comply with AISC N690, Specification for the Safety-Related Steel Structures for Nuclear Facilities.

d) All NDC-1 and NDC-2 related steel structures shall comply with AISC 360, Specification for Structural Steel Buildings.

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3.3.1.4 Lifting Equipment

a) All hoisting and rigging equipment shall comply with the requirements of DOE/RL-92-36, Hanford Site Hoisting and Rigging Manual; TFC-ENG-FACSUP-C-25, “Hoisting and Rigging”; ASME B30.2, Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist); CMAA 70, Specification for Top Running Bridge & Gantry Type Multiple Girder Electric Overhead Traveling Cranes;ASME B30.17, Cranes and Monorails (With Underhung Trolley or Bridge) Safety Standard for Cableways, Cranes, Derricks, Hoists, Jacks, and Slings; CMAA 74, Specification for Top Running and Under Running Single Girder Electric Overhead Traveling Cranes Utilizing Under Running Trolley Hoist; and for seismic only ASME NOG-1, Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder) and ASME NUM-1, Rules for Construction of Cranes, Monorails, and Hoists (With Bridge or Trolley or Hoist of the Underhung Type).

b) Crane rail runways shall be welded in accordance with AWS D14.1/D14.1M, Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment.

3.3.1.5 Waste Transfer System Configuration

a) The LAWPS waste transfer system shall comply with the requirements of TFC-ENG-STD-03, “Waste Transfer Confinement Configuration.”

b) The waste transfer and processing piping systems (piping, valves, instruments, etc.) that come into contact with high-level waste shall be welded construction, except where remote configurations or periodic rerouting of high-level waste streams require non-welded construction [DOE M 435.1-1, Radioactive Waste Management Manual, Chg. 2, Chapter 2, Section P (2)]1.

1Note that high-level waste streams can result in a high-dose stream or a low-dose stream, depending on content. For the purposes of this requirement, a low-dose stream is defined as a stream that allows for hands-on maintenance; everything else is classified as a high-dose stream (see Section 6.2 for definitions of low-dose and high-dose configurations).

3.3.1.6 Vessels, Piping, Pumps and Valves

LAWPS vessels, tanks, piping, and valves shall comply with the following requirements.

3.3.1.6.1 Vessels and Tanks

a) Vessels and tanks containing dangerous waste shall comply with requirements set forth in WAC 173-303-640.

b) LAWPS waste storage tanks shall be designed and constructed in compliance with the requirements of API STD 650, Welded Tanks for Oil Storage or API STD 620, Design and Construction of Large, Welded, Low-Pressure Storage Tanks, or ASME Boiler and Pressure Vessel Code --Rules for Construction of Pressure Vessels, Section VIII –Pressure Vessels, Division 1 or 2.

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c) As applicable, LAWPS waste tanks and process vessels that operate above 15 psig shall be designed and constructed in compliance with the requirements of the ASME Boiler and Pressure Vessel Code --Rules for Construction of Pressure Vessels, Section VIII –Pressure Vessels, Division 1.

3.3.1.6.2 Piping

a) LAWPS piping shall comply with the requirements of ASME B31.3, Process Piping, as implemented by TFC-ENG-STD-22.

b) Design pressure for LAWPS waste transfer piping1 shall be ≥ 600 lbf/in2.

c) LAWPS waste transfer piping shall be designed for a minimum of 130% of the calculated critical velocity, for waste with insoluble solids content > 5% by weight or volume, in compliance with the requirements of TFC-ENG-STD-26.

d) LAWPS waste transfer piping shall be provided freeze protection in compliance with TFC-ENG-STD-02, and TFC-ENG-STD-22.

e) Waste transfer secondary containment piping shall direct the flow of leaked waste from the primary confinement piping to LAWPS or WTP pits or vaults containing a leak detection sump or other capability to detect waste leaks.

f) Waste transfer piping cathodic protection systems, if required, shall be designed in compliance with National Association of Corrosion Engineers (NACE) SP0285, External Corrosion Control of Underground Storage Tank Systems by Cathodic Protection, and NACE SP0169, Control of External Corrosion on Underground or Submerged Metallic Piping Systems.

g) LAWPS waste transfer piping shall be subject to pressure and stress analyses in compliance with TFC-ENG-DESIGN-C-60, “Preparation of Piping Analyses for Waste Transfer Systems.”

1 “Waste transfer piping” includes all piping used to convey waste between Tank Farms and LAWPS, from LAWPS to the WTP, and from the WTP to Tank Farms.

3.3.1.6.3 Pumps

a) LAWPS supernatant (i.e., specific gravity < 1.35 and contains minimal solids) waste transfer pumps are not subject to critical velocity requirements. LAWPS concentrated supernatant (i.e., specific gravity > 1.35 and close to solubility limit) and slurry (i.e., waste stream containing > 5% insoluble solids by weight or volume) waste transfer pumps shall be capable of transferring waste at a minimum flow rate of 130% of the calculated critical velocity, in compliance with the requirements of TFC-ENG-STD-26.1

b) LAWPS waste transfer pumps shall comply with the requirements of TFC-ENG-STD-25, “Transfer Pumps.”

c) Pump pressure relief devices, if installed, shall comply with the requirements of ASME B31.3.

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1 This requirement applies to all pumps used to convey waste from LAWPS to Tank Farms and pumps withinLAWPS upstream of the filtration subsystem.

3.3.1.6.4 Valves

LAWPS valves shall comply with the requirements of TFC-ENG-STD-22.

3.3.1.7 Coatings

a) The LAWPS interior finish shall be in compliance with the requirements of DOE-STD-1066-2012, Fire Protection.

b) Areas that provide secondary confinement of hazardous/radioactive liquids should consider the use of stainless steel liners for those locations (e.g., sumps) which have a high probability of becoming contaminated.

c) Seams and surfaces that provide secondary containment shall be sealed (free of cracks or gaps). [WAC 173-303-640].

d) If special protective coatings are used to provide secondary confinement of hazardous/radioactive liquids, the special protective coatings shall comply with requirements of WAC 173-303-640(4).

3.3.1.8 Prohibited Materials

The following materials shall be prohibited in equipment and components:

Exposed lead Polychlorinated biphenyls Ozone depleting refrigerants Asbestos Beryllium

3.3.2 Electromagnetic Radiation

The LAWPS design shall comply with electromagnetic radiation emission requirements set forth in RPP-13211, Electromagnetic Compatibility and Electrical Noise Control for the DOE Hanford Site.

3.3.3 Nameplates and Product Markings

a) LAWPS components shall be labeled in accordance with TFC-PLN-05; TFC-ENG-STD-12, “Tank Farm Equipment Identification Numbering and Labeling Standard”; and TFC-ENG-FACSUP-C-23, “Equipment Identification and Data Management.”

b) Equipment or containers that manage dangerous waste shall also comply with labeling requirements set forth in WAC 173-303-640 (5) (d).

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3.3.4 Workmanship

Reserved.

3.3.5 Interchangeability

The design of the LAWPS should incorporate interchangeable, standardized, common, and commercially available equipment and parts where practical.

3.3.6 Safety

The environmental and safety management system, which integrates environment, safety, and health requirements into the work planning and execution processes to effectively protect the workers, the public, and the environment, is described in RPP-MP-003, Integrated Environment, Safety and Health Management System Description for the Tank Operations Contractor, and TFC-PLN-47, “Worker Safety and Health Program.” Personnel safety, equipment safety, and environmental safety are all part of the integrated safety management system as documented in TFC-PLN-01, “Integrated Environment, Safety, and Health Management System Plan.”

a) Design, construction, and operations shall adhere to system principles and the requirements of 10 CFR 830, Nuclear Safety Management and 10 CFR 851, Worker Safety and Health Program..

b) The confinement systems shall protect against releases of hazardous materials due to natural phenomena hazards.

c) Guidance from TFC-ESHQ-S_SAF-CD-11, “Worker Safety and Health Program Requirements Implementation Matrix,” shall be used to assist in the implementation of 10 CFR 830 and 10 CFR 851 system principles and requirements.

d) Control devices shall be designed in accordance with 29 CFR 1910.

e) Nuclear safety shall be incorporated into the design following the guidance in DOE-STD-1189-2008, Integration of Safety into the Design Process, as clarified in RPP-RPT-58553, Low Activity Waste Pretreatment System Safety Control Development and Design Integration. The safety controls identified to prevent or mitigate postulated design basis accidents are captured in Section 4.0 of RPP-RPT-58553.

f) The LAWPS hazard category determination shall follow the requirements established in DOE-STD-1027-92, Hazard Categorization and Accident Analysis Techniques for Compliance with DOE Order 5480.23, Nuclear Safety Analysis Reports.

g) Beryllium protection measures shall be incorporated in accordance with 10 CFR 850, Chronic Beryllium Disease Prevention Program and DOE-0342, Hanford Site Chronic Beryllium Disease Prevention Program (CBDPP).

h) The LAWPS Documented Safety Analysis (DSA) shall be developed in accordance DOE-STD-3009-2014, Preparation of Nonreactor Nuclear Facility Documented Safety Analysis.

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i) LAWPS safety Structures, Systems and Components (SSCs) shall be designed and constructed in accordance with DOE O 420.1C, Attachment 3.

3.3.6.1 Personnel Safety

Personnel shall be protected at the LAWPS from work place hazards in accordance with the requirements of this section.

3.3.6.1.1 Occupational Radiological Protection

a) The LAWPS shall be designed to protect workers from occupational radiation exposures and maintain radiation exposure ALARA in accordance with the requirements in 10 CFR 835.1002, and HNF‑5183, Tank Farms Radiological Control Manual (TFRCM), Table 2-0.

b) Process equipment for storing, transferring, or processing waste concentrate shall be located in shielded enclosures as required by the ALARA analysis.

3.3.6.1.2 Occupational Safety and Health

a) The LAWPS shall be designed for safe installation, operation, and maintenance in accordance with 10 CFR 851; 29 CFR 1910; 29 CFR 1926, Safety and Health Regulations for Construction; RCW 49.17, Washington Industrial Safety and Health Act; and NFPA 101, Life Safety Code®.

b) The system design shall include features that protect personnel safety, incorporate engineering controls, and minimize the reliance on the use of personnel protective equipment during routine functions, thus improving system ergonomics. This includes selection of exhaust stack height such that personnel are protected from airborne releases of waste vapors and other hazardous chemicals.

c) The LAWPS equipment containing hazardous energy sources shall have locking features to support compliance with 29 CFR 1910, Subpart J, General Environmental Controls, Section 147, The Control of Hazardous Energy (Lockout/Tagout) and DOE-0336, Hanford Site Lockout/Tagout Program.

d) The LAWPS safety showers and eyewash stations shall be designed in accordance with ANSI/ISEA Z358.1-2014, American National Standard for Emergency Eyewashes and Shower Equipment.

3.3.6.1.3 Personnel Fire Protection

The LAWPS shall protect personnel from fires in accordance with DOE O 420.1C; ENS-ENG-IP-05, ORP Fire Protection Program; NFPA 101; and IBC, International Building Code (IBC).

3.3.6.2 Equipment Protection

a) Control and equipment devices shall comply with NEMA ICS 1-2000, Industrial Control and Systems: General Requirements; NEMA ICS 6-1993, Industrial Controls and

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Systems: Enclosures; UL 508, Standard for Industrial Control Equipment; 29 CFR 1910; NFPA 70, National Electrical Code, and FM Approval Guide, LLC.

b) Control and equipment devices necessary to carry out a safety function, from sensor(s) to final element(s), shall comply with the requirements of ISA-84.00.01-2004, Functional Safety: Safety Instrumented Systems for the Process Industry Sector, as implemented by TFC-PLN-138, “Implementation Plan for ISA 84 (Safety Instrumented Systems).”

c) Control and equipment devices to be relied upon for safety functions shall be identified through the process hazard analysis and control decision process.

3.3.6.3 Environmental Safety

a) The LAWPS shall comply with National Environmental Policy Act of 1969; environment, safety, and health requirements of DOE O 440.1B, Worker Protection Program for DOE (Including the National Nuclear Security Administration) Federal Employees; and with applicable federal, state, and local laws and regulations to protect the public, worker health and safety, and the environment.

b) The LAWPS design, construction, and operation shall comply with the requirements in 10 CFR 1021, National Environmental Policy Act Implementing Procedures; DOE O 451.1B Chg. 1, National Policy Act Compliance Program; DOE O 458.1 Chg. 3, Radiation Protection of the Public and the Environment; and 42 USC §6901, Resource Conservation and Recovery Act of 1976 (RCRA), as specified by applicable sections of implementing regulations 40 CFR 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities; WAC 173-303; and WAC 197-11, State and Environmental Policy Act (SEPA) Rules.

c) The LAWPS shall control, reduce, segregate, and minimize generated waste in accordance with the applicable requirements in 40 CFR 264 and WAC 173-303.

d) The project design shall minimize hazardous and non-hazardous waste generation and the use of hazardous materials during construction, operation, and closure.

e) Where lead or similar hazardous materials must be used for shielding or other purposes, the material shall be encapsulated to prevent radioactive contamination and allow retrieval in an uncontaminated condition. The material will be permanently marked as to contents.

3.3.6.4 Fire Protection

a) The LAWPS shall meet the requirements of ENS-ENG-IP-05 and TFC-ESHQ-FP-STD-02, “Fire Protection Design Criteria.”

b) Certificates of Completion are required and systems shall pass an acceptance test as approved by the WRPS Fire Protection Engineer (FPE).

c) The fire suppression systems shall meet the requirements of HNF-36174, DOE Fire Protection Handbook-Hanford Chapter, and NFPA 13, Standard for the Installation of

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Sprinkler Systems, or appropriate NFPA Code for the chosen alternative type system as approved by the WRPS FPE.

d) The fire suppression and alarm systems shall be approved by the WRPS FPE, and comply with the requirements in HNF-36174 and NFPA 72, National Fire Alarm and Signaling Code.

e) Fire protection systems shall be designed such that their inadvertent operation, inactivation, or failure of structural stability will not result in the loss of vital safety functions or inoperability of safety significant systems as determined by a preliminary fire hazard analysis performed in accordance with TFC-ESHQ-FP-STD-06, “Fire Hazard Analysis and Fire Protection Assessment Requirements.”

f) Fire and related hazards that are unique to DOE and are not addressed by industry codes and standards shall be protected by isolation, segregation, or use of special fire control systems (e.g., inert gas or explosion suppression) as determined by the fire hazard analysis.

g) The design shall select noncombustible materials. Where noncombustible materials are not practical, fire retardant materials based on ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials, and NFPA 701, Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, may be used with approval of the WRPS FPE.

h) Fire protection systems installed in the LAWPS shall meet the requirements of DOE O 420.1C, DOE-STD-1066-2012 and ENS-ENG-IP-05. Design installation of fire protection systems shall be according to the applicable code or standard of the NFPA.

3.3.6.5 Water Supply Protection

The LAWPS shall comply with the requirements of WAC 246-290-490, Group A Public Water Supplies, Section – Cross Connection Control, for the protection of potable water.

3.3.7 Human Performance/Human Factors Engineering

LAWPS design shall comply with the requirements of TFC-PLN-09, “Human Factors Program”;TFC-ENG-STD-01, “Human Factors in Design”; TFC-ENG-STD-23, “Human-Machine Interface for Process Control Systems”; and TFC-ENG-DESIGN-D-29, “Guidance for Inclusion of Human Factors in Design.”

3.3.8 Nuclear Control

a) System safety shall comply with 10 CFR 830 and the nuclear criticality safety requirements of DOE O 420.1C as implemented by TFC-PLN-49, “Tank Operations Contractor Nuclear Criticality Safety Program.”

b) Where necessary, the LAWPS design shall use the fundamental principles of defense in depth (i.e., redundancy and diversity). To achieve crucial safety functions and establish multiple barriers against the release of radioactivity, the LAWPS shall adhere to

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requirements set forth in 10 CFR 830 and 10 CFR 835. DOE-STD-1186-2004, Specific Administrative Controls provides guidance on the implementation of 10 CFR 830 requirements. DOE-STD-1189-2008 provides guidance on the implementation of requirements from DOE O 413.3B, Program and Project Management for the Acquisition of Capital Assets, and DOE O 420.1C.

c) The LAWPS Safety Design Strategy (SDS) shall be implemented in compliance with the principles of integrated safety management as described in DOE G 450.4-1C, Integrated Safety Management System Guide.

d) The LAWPS design shall minimize back flow of waste to cold chemicals [DOE-STD-3009-2014].

3.3.9 Security

3.3.9.1 Safeguard and Security Measures

a) Safeguard and security measures will be designed to prevent malevolent acts such as theft, diversion, terrorist attack, unauthorized access, and radiological and chemical sabotage; and to respond to adverse acts such as emergencies caused by acts of nature. A security concept and design criteria document will be developed to address the physical security design, protective force, operations security requirements, and administrative controls for the LAWPS based on TFC-PLN-79, “Safeguards and Security Plan.”

b) The LAWPS shall receive and process tank waste in accordance with the requirements in DOE O 470.4B, Safeguards and Security Program, and DOE O 473.3, ProtectionProgram Operations.

3.3.9.2 Protection Strategy

A protection strategy, such as a vulnerability analysis or risk assessment, shall be conducted during the design to ensure any additional measures required are incorporated into the security concept and design criteria for the modifications and construction of the LAWPS.

a) If a security system is required, WRPS Safeguards and Security personnel in coordination with Physical Security, Security Engineering, and the LAWPS Project shall conduct acceptance and performance testing of the security system before acceptance from the construction contractor. If a security system is required, fire, radiation, and criticality sensors will not interface with the security system.

b) If a security system is required, the security concept and design criteria document will be modified to include the additional measures required. All security drawings and system designators will denote that the entire system is a non-safety class system and that all drawings will have a non-safety/quality assurance designation – or show no designated safety-classification. No technical safety requirements or operational safety requirements will apply to the security system.

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3.3.10 Government Furnished Property Usage

Not Applicable to the LAWPS Facility.

3.3.11 Control System Reserve Capacity

Not Applicable to the LAWPS Facility.

3.3.12 System Control

a) The LAWPS should utilize the existing central control room in building 274AW for LAWPS process monitoring and control, including ventilation, utility and support systems.

b) Reserved.

c) The LAWPS shall provide for process control system and process network redundancy.

d) System control components shall comply with the requirements of NFPA 70, and TFC-ENG-STD-41, “Electrical Installations.”

e) If safety significant safety instrumented systems are used, they shall comply with ISA 84.00.01-2004, Functional Safety: Safety Instrumented Systems for the Process Industry Sector, per direction contained in External Letter, 15-NDS-0033, “Contract No. DE-AC27-08RV14800 – Approval of Washington River Protection Solutions LLC Request to Continue to Use the Currently Implemented Industry Standard ISA-84.00.01-2004 in Lieu of DOE-STD-1195 for the Low Activity Waste Pretreatments System Project”(Hader and Smith 2016).

f) To remain consistent with existing facilities, the LAWPS shall comply with the requirements in TFC-PLN-118; TFC-ENG-STD-36; and TFC-ENG-STD-40, “Alarm Management and Annunciator Panel for Process Control Systems.” This will facilitate use of common control systems hardware and software and control systems communication between the LAWPS, Tank Farms Waste Feed Delivery systems and the WTP complex facilities.

g) Reserved.

h) The LAWPS setpoints shall be developed in accordance with TFC-ENG-STD-14, “Setpoint Standard.”

i) The control system shall comply with the requirements of RPP-50655, Interface Control Document TFLAN – ICD.

j) The LAWPS shall include local stations(s) suitable for periodic personnel occupancy for LAWPS process monitoring and control to be used on a non-continuous basis (e.g., for system start-up, maintenance evolutions).

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3.3.13 Energy Conservation

a) The LAWPS design shall comply with DOE O 436.1, Departmental Sustainability, Section 4.a.

b) The LAWPS design shall comply with ASHRAE 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings.

3.3.14 Service Provisions

The LAWPS shall distribute all utilities and services required to perform its intended functions. Utilities and services may include, but are not limited to, service and instrumented air, raw and potable water, sewer, and electrical service.

3.3.14.1 Utilities

3.3.14.1.1 Water

a) The LAWPS shall receive and distribute raw and potable water to meet all system and operations requirements.

b) The raw and potable water systems shall conform to the requirements specified in WSDOH 331-123, Water System Design Manual.

3.3.14.1.2 Steam

Steam utilities, if required, shall meet the requirements of ASME Boiler and Pressure Vessel Code, Section VIII – Pressure Vessels, Division 1, and ASME B31.1, Power Piping.

3.3.14.1.3 Service Air and Instrument Air

a) The LAWPS shall provide service and instrumented air to meet all system and operations requirements.

b) The service air system shall have a sufficiently low dew point to prevent condensation in the distribution piping.

c) The instrument air system shall be designed to comply with the requirements of ANSI/ISA-7.0.01-1996, Quality Standard for Instrument Air.

d) Non-flammable oil shall be used in air compressors.

3.3.14.1.4 Electrical

a) The LAWPS electrical systems shall be designed in compliance with the requirements of NFPA 70 and TFC-ENG-STD-41.

b) An analysis shall determine power requirements for safe condition of the LAWPS processes.

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c) Control system equipment, process network components, instrumentation and equipment should be designed for fail-safe operation in the event of an electrical or process outage.

d) The LAWPS electrical raceways and flexible cords and cable shall be designed in compliance with the requirements of TFC-ENG-STD-15, “Standard for Raceway Systems and Flexible Cords & Cables.”

e) Adverse effects of voltage level variations, transients, and frequency variations (i.e.,power quality) on equipment operation shall be minimized and sensitive electrical/electronic equipment, such as monitoring and control data-processing equipment, shall be isolated or filtered as needed for power quality protection.

f) Installations in potentially flammable atmospheres shall meet the requirements of TFC-ENG-STD-45, “Design and Installations for Potentially Flammable Atmospheres.”

g) LAWPS shall be designed to provide back-up power, in accordance with NFPA 110, Standard for Emergency and Standby Power Systems, to critical loads and maintain safety instrumentation and control on uninterruptable power as determined by the safety analysis.

3.3.14.2 Floor Sumps

a) Sumps should be provided in process areas to collect waste spills and washdown water.

b) Sump liners shall be compatible with the expected composition of sump waste.

c) The floors of process areas shall be lined or otherwise sealed to prevent waste leakage (see Section 3.3.6.3).

d) Capability should be provided to transfer sump liquid to the LAWPS Cs product tank for collection.

e) Stationary equipment subject to oil leakage shall have containment features to prevent the flow of oil into the drain or sump systems.

3.3.15 System Generated Solid and Liquid Wastes

The LAWPS shall be designed to manage hazardous solid and liquid wastes internally generated within the LAWPS Facility in compliance with applicable requirements of 40 CFR 264 and WAC 173-303.

3.3.16 Heating, Ventilation, and Air Conditioning

a) The LAWPS HVAC System shall be designed in compliance with the requirements of TFC-ENG-STD-07.

b) The LAWPS HVAC System shall be able to maintain vapor/gas concentrations below 25% of the lower flammability limit.

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c) HVAC piping and components used in lieu of ductwork shall be welded per ASME B31.3 welding requirements. These welds shall be visually inspected per normal fluid service requirements. All welding shall be qualified per the requirements of the applicable fabrication codes as stated in ASME B31.3, and ASME B&PVC Section IX, “Qualifications”.

3.3.16.1 Ventilation Zones

a) The LAWPS ventilation system shall maintain a controlled, continuous flow of air from the environment into the facility as described in DOE-HDBK-1169-2003, Nuclear Air Cleaning Handbook.

b) Ventilation air within the LAWPS shall flow from non-contaminated areas to potentially contaminated areas; and from potentially contaminated areas to normally contaminated areas.

c) The LAWPS ventilation system shall maintain building air pressure negative relative to the outside atmosphere.

d) The LAWPS shall include air locks and other barriers as required to separate ventilation zones, maintain ventilation balance, control the spread of contamination, and maintain differential pressures.

e) General Service Building/Vault Ventilation systems shall be designed to maintain required confinement capabilities during all credible off normal conditions, coupled with a single ventilation system failure.

f) If a safety analysis determines the LAWPS requires continuous airflow, then electrical and ventilation system components required to maintain airflow shall have backup capabilities.

g) Spaces designated for human occupation shall meet the requirements of ASHRAE 62.1, Ventilation for Acceptable Indoor Air Quality.

3.3.16.2 Process, Control, and Operating Zones

This section discusses the requirements for process, control, and operating zones for the LAWPS.

3.3.16.2.1 Supply Air

a) If required by the safety analysis, spaces designed for occupation during off normal events (e.g., local field operating stations) shall have the required protective features.

b) Ventilation for contaminated and potentially contaminated process areas shall include backflow prevention.

c) The LAWPS ventilation system shall maintain air temperature in work areas within limits suitable for human occupation.

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3.3.16.2.2 Exhaust Air

a) High-efficiency particulate air (HEPA) filtration shall be provided for all radioactive and potentially radioactive exhausts. HEPA filters shall meet the in-place challenge testing in accordance with ASME AG-1, Code on Nuclear Air and Gas Treatment.

b) LAWPS ventilation system design shall facilitate ease of maintenance.

c) The design of HEPA filter housings shall maintain containment during filter change out.

d) The LAWPS ventilation system shall have installed test ports and measuring devices to facilitate monitoring, maintenance, and periodic inspection and testing. The sampling port(s) and probe(s) shall be compatible with standard Industrial Hygiene sampling equipment and methods.

e) HEPA filtration systems shall be designed and tested in accordance with ASME AG-1, Section TA; ASME N509, Nuclear Power Plant Air-Cleaning Units and Components; and ASME 511, In-Service Testing of Nuclear Air Treatment, Heating Ventilating and Air-Conditioning Systems.

f) For design purposes a dirty filter system (Prefilter and HEPA filter) pressure loss of 2.5 inWG should be assumed at the system design airflow range.

g) The exhaust stack shall be designed in accordance with ASME STS-1, Steel Stacks. The exhaust stack shall be self-supported and should not utilize guy wires.

h) The stack design shall include drains to remove moisture due to condensation and precipitation.

i) The ventilation system exhaust stack height shall be sufficient to disperse the exhaust gases to satisfy exposure levels and emissions analyses in accordance with WAC 173-400, and WAC 173-460, Controls for New Sources of Toxic Air Pollutants.

j) The ventilation exhaust fan bearings should be designed for access without housing disassembly if periodic maintenance is required (including vibration readings).

3.3.16.2.3 Control System, Computer and Telecommunication Rooms

Control system, IT computer and telecommunication rooms shall have ventilation designed to maintain equipment within the temperature, humidity, and filtration limits specified by the manufacturers.

3.3.17 Lighting/Illumination

a) Exterior and interior lighting shall comply with IES Lighting HDBK, Lighting HandbookReference and Application – 10th Edition

b) Emergency lighting shall comply with NFPA 101.

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c) Minimum illumination intensities shall be in compliance with TFC-ESQH-IH-STD-13, “Illumination.”

3.4 DOCUMENTATION

a) Engineering documents shall be developed in accordance with TFC-ENG-DESIGN-C-25, “Technical Document Control” and TFC-ENG-STD-10, “Drawing Standard.”

b) The LAWPS records, documents, and drawings shall be controlled in accordance with TFC-BSM-IRM_DC-C-01, “Document Control”; and TFC-BSM-IRM_DC-C-02, “Records Management.”

3.4.1 Quality Assurance

a) Quality assurance for the LAWPS Project shall be performed in accordance with TFC-PLN-02, “Quality Assurance Program Description”; quality assurance requirements for subcontractors working on the LAWPS Project shall be passed down via Statements of Work. The specific QA requirements passed down shall be appropriate for the subcontractor and his scope of work.

b) All subcontractors performing design of safety significant structures, systems and components shall comply with the requirements of DOE O 414.1D, Quality Assurance, Attachment 4.

3.4.2 Safety Documentation

Safety documentation shall be provided as specified in the safety design strategy, RPP-57077,Low-Activity Waste Pretreatment System (Project T5L01) Safety Design Strategy.

3.4.3 Environmental Permits

Environmental permits and documentation shall be prepared in compliance with the requirements of TFC-ESHQ-ENV-STD-10, “Environmental Requirements Management,” and TFC-ESHQ-ENV_PP-C-02, “Environmental Requirements Management.”

3.5 LOGISTICS

Reserved.

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3.6 PERSONNEL AND TRAINING

3.6.1 Personnel

a) The LAWPS and equipment shall be designed for normal operations using operations and maintenance personnel, administrative staff, and technical staff common to the Hanford Site.

3.6.2 Training

a) The LAWPS and equipment shall be designed, tested, inspected, and operated by personnel trained and qualified to the requirements of TFC-PLN-61, “Tank Operations Contractor Training and Qualification Plan.”

b) The LAWPS operator training program shall be integrated with the existing TFMCS Operator Training System.

3.7 CHARACTERISTICS OF SUBORDINATE ELEMENTS

The major sub-systems of the LAWPS include:

Solids Filtration System Ion Exchange System Cs Tank System Delay & Lag Storage Tank & Rad Monitoring System Resin Handling System Inter-Area Transfer System Utilities System Reagents System Heating, Ventilation, and Air Conditioning (HVAC) System Electrical System Process Control System Facility

3.7.1 Solids Filtration System

The Solids Filtration System separates undissolved (entrained) solids from tank waste.

3.7.2 Ion Exchange System

The Ion Exchange System removes radioactive Cs from filtered tank waste.

3.7.3 Cs Tank System

The Cs Tank System provides:

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Safe storage and staging of Cs eluate from the Ion Exchange System for delivery to the DST System, and

The motive force to deliver the Cs eluate to the DST System.

3.7.4 Delay & Lag Storage Tank & Rad Monitoring System

The Delay & Lag Storage & Rad Monitoring System provides:

Safe storage and staging of treated LAW for delivery of waste feed to the WTP LAW Facility,

The motive force to deliver treated waste feed to the WTP LAW Facility, and

Rad monitoring of treated LAW.

3.7.5 Resin Handling System

The Resin Handling System provides handling capability of the clean and spent resin to support the Ion Exchange System. This includes from providing clean resin, to supporting change out of the spent resin and packaging spent resin to meet disposal criteria.

3.7.6 Inter-Area Transfer System

The Inter-Area Transfer System provides:

Confinement and secondary containment of the treated waste to deliver treated waste to the WTP LAW Facility, and

Confinement and secondary containment of the Cs eluate from the Ion Exchange Systemto deliver Cs eluate to the DST System.

3.7.7 Utilities System

The Utilities System provides utility support (e.g., raw and potable water and compressed air distribution systems) to support the processing systems.

3.7.8 Reagents System

The Reagent System receives, stores, and dispenses reagent materials for process operations.

3.7.9 HVAC System

The HVAC System provides ventilation to the LAWPS including ventilation of waste storage tanks, process vessels and process vaults. The HVAC System limits the concentration of combustible vapors, prevents fugitive releases to the environment, and filters radioactive particulates from exhaust air before the air is released to the environment. In addition the

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LAWPS HVAC design considers ventilation requirements associated with non-process support systems (e.g. chemical storage, change rooms, office areas).

3.7.10 Electrical System

The Electrical System supports electrical utility distribution for LAWPS. The Electrical System includes all electrical supply equipment, uninterruptable/standby power, distribution systems, transformers, etc.

3.7.11 Process Control System

The Process Control System provides facility process monitoring and control functions for the LAWPS process systems including implementation of automation.

3.7.12 Facility

The remaining support systems and equipment (e.g., fire protection) to support the LAWPSprocess will be captured in a Facility Description Document (FDD).

3.8 PRECEDENCE

Except where specifically denoted in the individual requirements or those instances where Washington State has been granted regulatory authority by the U.S. government, the hierarchical relationship among requirements specified in Section 3.0 is as follows:

Federal laws (e.g., Code of Federal Regulations) Revised Code of Washington as specified in the Washington Administrative Codes Local ordinances U.S. Department of Energy Orders and Standards National consensus codes and standards Hanford Site-specific codes and standards.

In the event of conflict between two equivalent requirements documents, the more stringent requirements shall apply. Further, the design authority shall be notified of any conflict.

3.9 QUALIFICATION

a) The technology development program shall comply with the requirements of TFC-PLN-90, “Technology Development Management Plan.”

b) The LAWPS test program shall comply with the requirements of TFC-PLN-26, “Test Program Plan.”

c) A test plan defining the required qualification tests shall be developed in compliance with TFC-PRJ-SUT-C-01, “Test Plan Preparation.”

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d) Test procedures for the required qualification tests shall be developed in compliance with TFC-ENG-DESIGN-C-18, “Testing Practices.”

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4.0 DESIGN VERIFICATION

Design verification shall be performed for the LAWPS design to ensure the design adequately meets design criteria, the design is technically adequate, and the design meets applicable requirements for environmental, quality, safety, and performance. The design agent shall have responsibility for the performance and documentation of all design verifications associated with this specification.

4.1 RESPONSIBILITY FOR INSPECTIONS

Lower tier subsystem specifications and procurement specifications shall define responsibilities for inspections.

4.2 SPECIAL TESTS AND EXAMINATIONS

Lower tier sub system specifications and procurement specifications shall define responsibilities for special tests and examinations.

4.3 DESIGN VERIFICATION METHODS

a) The LAWPS design shall be verified in accordance with the Architect Engineer’s ASME NQA-1a-2009, Quality Assurance Requirements for Nuclear Facility Applicationscompliant design verification procedures. WRPS will review and approve the Architect Engineer’s design in accordance with TFC-ENG-DESIGN-C-55, “Design Subcontract Deliverable Review.” The Design Requirements Matrix is shown in Table 4-1.

b) All WRPS developed multiple-use spreadsheets shall be developed and verified in compliance with the requirements of TFC-ENG-DESIGN-C-32, “Utility Calculation Software Management Plan.” Single-use spreadsheets shall be developed and verified in compliance with TFC-ENG-DESIGN-C-10, “Engineering Calculations.”

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Table 4-1. Design Requirements Matrix

Requirement ID Requirement Source Requirement Text Comment

3.2.1 CORR-2013-00194 The LAWPS performance requirements.

3.2.1.a CORR-2013-00194

The LAWPS shall have an instantaneous processing rate of at least 185 kg Na per hour from waste1 (corresponding to approximately 1600 MT of waste Na per year at 100% operating efficiency).1The processing rate excludes any Na added (e.g. NaOH added to control aluminum solubility).

Calculated values in RPP-RPT-59659

3.2.1.b CORR-2013-00194 The LAWPS shall have an average processing capacity of 1120 MT of Na waste per year [corresponding to an integrated system availability of 70% (3.2.5.3.a)]. Calculated value

3.2.1.1.1.a CORR-2013-00194 The LAWPS shall be capable of receiving and storing supernatant waste from the DST System, as required to meet the requirements of section 3.2.1.

3.2.1.1.1.b WAC 173-303-640The LAWPS shall incorporate secondary containment, spill prevention, and leak detection design features in accordance with WAC 173-303-640, Dangerous Waste Regulations, Section – Tank Systems, paragraphs; (3), (4), (5), (6) and (11).

3.2.1.1.1.c RPP-RPT-59659The LAWPS shall be designed to receive waste with the estimated radiological, chemical, and physical properties shown in Table 3-1, Table 3-2, Table 3-3, Table 3-4, Table 3-7, and Table 3-8NOTE: These tables are the average waste component concentrations in waste feed batches to WTP as calculated in RPP-RPT-59659.

Calculated values in RPP-RPT-59659

3.2.1.1.1.d CORR-2013-00194 The LAWPS shall be capable of providing sufficient lag storage for treated waste to support continuous feed operations to the WTP LAW Facility.

3.2.1.1.1.e CORR-2013-00194The LAWPS treated LAW lag storage should consist of a lag storage tank configuration that supports an operating concept that maximizes continuous feed operations to the WTP LAW Facility.

3.2.1.1.1.f CORR-2013-00194

The capacity of treated LAW lag storage tanks shall be based on expected worst case laboratory sample turnaround times1 and the ability to meet overall system performance requirements specified in Section 3.2.1.1Sample turnaround time is 4 days based on memo WRPS-1402857, “Preliminary Sample Size for the Cs Product, and Treated Lag Storage Vessel”.

3.2.1.1.1.g 10 CFR 835.1002LAWPS tanks shall be designed to permit draining and flushing to support inspection, maintenance and testing. Tanks containing contaminated liquids located in vaults shall utilize tank top nozzles for emptying and flushing. [10 CFR 835.1002, Occupational Radiation Protection, Subpart K – Design and Control, Paragraph835.1002, Facility design and modification.]

3.2.1.1.1.h HNF-SD-WM-OCD-015 The LAWPS shall have the capability to store Cs ion exchange eluate prior to transfer to the DST System.

3.2.1.1.1.i HNF-SD-WM-OCD-015 The LAWPS shall have the capability to store filtered solids prior to transfer to the DST System.

3.2.1.1.1.j 10 CFR 835.1002New tanks with the potential to contain solids shall be designed with appropriate capability (e.g., mixers, flushing) to prevent accumulation of solids in the tank heel.

3.2.1.1.1.k TFC-PLN-26The LAWPS shall provide provisions for testing and training using water or waste simulant for processing. In addition, the LAWPS should incorporate the use of modular components where appropriate to facilitate testing and commissioning.

3.2.1.1.1.l Good Engineering PracticeProcess vessels (e.g. solids filter housing and IX column) shall have the capability for draining. If bottom drains are utilized, the process vessels shall be designed to allow maintenance of bottom drains and replacement.

3.2.1.1.2.a 24590-WTP-ICD-MG-01-030 The LAWPS shall provide the capability to obtain representative samples of the treated LAW.

3.2.1.1.2.b HNF-SD-WM-OCD-015 The LAWPS shall provide the capability to obtain representative samples of the Cs IX eluate.

3.2.1.1.2.c 10 CFR 835.1002 Sample volumes shall be sufficient to support laboratory analysis requirements, but otherwise minimized to meet as low as reasonably achievable (ALARA) goals.

3.2.1.1.3.a 10 CFR 835.1002 The LAWPS shall provide capability to remotely monitor and control waste storage and waste transfer operations.

3.2.1.1.3.b 10 CFR 835.1002 The LAWPS shall provide capability to remotely monitor and control tank waste pretreatment operations.

3.2.1.1.3.c RPP-13033LAWPS shall provide capability to transmit, receive and process waste transfer data from the Tank Farms Monitoring and Control System (TFMCS) and the WTP LAW Facility waste receipt tanks.

3.2.1.1.3.dOperation Requirement

TOC Self-Imposed

At a minimum, LAWPS monitoring of waste storage operations shall include the following capabilities:

Tank liquid level Tank liquid temperature Tank inlet valve interlock for level High-High Sump level High-High. Secondary containment leak detector signals Tank pressure (vacuum), or if impractical due to system design, Tank Ventilation Flow

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3.2.1.1.3.eOperation Requirement

TOC Self-Imposed

At a minimum, LAWPS monitoring of waste transfer operations shall include the following capabilities:

Transfer pump transfer permissive interlock Pump start/stop command Source tank liquid level Transfer pump pressure Transfer pump flow rate Transfer pump power consumption Transfer pump interlock for source tank level Low-Low Transfer pump interlock for pump pressure High-High Encasement piping leak detector signals (for waste transfers requiring secondary containment).

3.2.1.2.1.aCORR-2013-00194

24590-WTP-ICD-MG-01-030

The LAWPS shall have the capability to transfer treated LAW feed to the WTP LAW Facility. The LAWPS design shall supply treated LAW feed that meets the characteristics of Table 5 of 24590-WTP-ICD-MG-01-030, ICD 30 – Interface Control Document for Direct LAW Feed, (ICD-30).

3.2.1.2.1.b CORR-2013-00194 The LAWPS shall be capable of transferring the filtered solids, separated from the solids separation process, to the DST System.

3.2.1.2.1.c CORR-2013-00194 The LAWPS shall be capable of transferring the Cs ion exchange eluate from the LAWPS to the DST System.

3.2.1.2.1.dCORR-2013-00194

24590-WTP-ICD-MG-01-031

The LAWPS Project shall provide transfer routing for secondary liquid waste and out-of-specification waste delivered from the WTP LAW Facility to the DST System. The interface control document for the secondary liquid waste returns from the WTP LAW Facility to the DST System is 24590-WTP-ICD-MG-01-031, ICD 31 – Interface Control Document for DFLAW Effluent Returns to Double-Shell Tanks, (ICD-31).

3.2.1.2.1.e TFC-ENG-STD-26The LAWPS shall have the capability to flush the transfer line, pump and valves to the DST System in compliance with the requirements of TFC-ENG-STD-26, “Waste Transfer, Dilution, and Flushing Requirements.”

3.2.1.2.1.f 10 CFR 835.1002 The LAWPS shall provide capability to remotely monitor and control waste feed delivery operations.

3.2.1.2.1.g 24590-WTP-ICD-MG-01-030 The LAWPS shall have the capability to flush the transfer pipeline following the transfer of feed to the WTP LAW Facility in compliance with 24590-WTP-ICD-MG-01-030, Section 2.6.2.

3.2.1.3.1.a CORR-2013-00194 The LAWPS shall be capable of removing undissolved (entrained) solids from tank supernatant waste.

3.2.1.3.1.bCORR-2013-00194

RPP-RPT-58066The LAWPS shall be capable of selectively removing Cs from filtered waste through the use of spherical resorcinol-formaldehyde (sRF).

3.2.1.3.1.c24590-WTP-ICD-MG-01-030

DOE M 435.1-1

The concentration of radioactive constituents in treated LAW waste shall comply with the requirements of ICD-30. The concentration of constituents in treated

LAW should not exceed the values of Table 3-51

1The 137Cs concentration in immobilized LAW must be < 0.3 Ci/m3 to meet DOE M 435.1-1 Chg. 2, Radioactive Waste Management Manual, requirements for near surface disposal.

3.2.1.3.1.d RPP-RPT-59659The design of the LAWPS equipment for removing Cs shall use the values for potassium, cesium, and 137Cs for LAW waste that are shown in Table 3-6; the average values shown in Table 3-1 and Table 3-2 should be used for all other constituents. Ion exchange column sizing calculations shall consider down time due to regeneration and resin replacement. In addition, the column sizing calculation shall assume a resin capacity that is degraded due to radiation and oxidation.

Calculated Values in RPP-RPT-59659

3.2.1.3.1.e Reserved.

3.2.1.3.1.f

Good Engineering Practice,

PNNL-20646

RPP-RPT-46618

To compensate for the potential of solids precipitation from waste, the LAWPS process shall be designed with appropriate capability (e.g., waste temperature control features) to minimize solids precipitation. As needed, mixing and flushing capabilities shall be provided within the LAWPS process to prevent accumulation of precipitated solids. 2

2 The design basis salts for precipitates downstream of filtration are NaF, with density of 2.78 g/mL and particle size of 7 μm, and Na3PO2•0.25NaOH•12H2O (sodium phosphate dodecahydrate), with density 1.62 g/mL and particle size of 1200 μm. The references for densities and particle sizes are PNNL-20646, Hanford Waste physical and Rheological Properties: Data and Gaps and RPP-RPT-46618, Hanford Waste Mineralogy Reference Report.

Lessons Learned

3.2.1.3.1.g Good Engineering Practice The LAWPS shall minimize oxygen entrainment to reduce IX resin degradation.

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3.2.1.3.1.h CORR-2013-00194

The LAWPS design shall be based on a range of values for specific parameters considered important to the LAWPS process. Variations of parameters that affect LAWPS throughput include:

i. Sodium molarity3: 4-6 M,

ii. Viscosity: see Table 3-3,

iii. Density: see Table 3-3,

iv. Solids concentration: see Table 3-3,

v. Cesium and 137Cs concentration: see Table 3-6,

vi. Potassium concentration: see Table 3-6,

vii. Susceptibility to precipitation.

3 Sodium molarity is based on RPP-RPT-48605, Completed and Recommended Testing to Support Small Column Ion Exchange Design and Operations with Spherical Resorcinol Formaldehyde. This report summarizes sRF testing results from full-scale production tests conducted by WTP, in which the testing sufficiently addressed fresh resin Cs loading capacity in 4 to 6 M sodium.

3.2.1.4.1.a WAC 246-247 The LAWPS shall provide the capability to control fugitive emissions from the waste storage tanks and the facility.

3.2.1.4.1.b

WAC 246-247, AOP 00-05-006,

TFC-ESHQ-ENV-STD-03,

TFC-ESHQ-ENV-STD-11,

TFC-ENG-STD-07

The ventilation system shall control radioactive airborne emissions in compliance with the requirements of WAC 246-247, Radiation Protection – Air Emissions;AOP 00-05-006, Hanford Site Air Operating Permit 00-05-006; TFC-ESHQ-ENV-STD-03, “Air Quality – Radioactive Emissions”; TFC-ESHQ-ENV-STD-11, “Air Program Plan”; and TFC-ENG-STD-07, “Ventilation System Design Standard.”

3.2.1.4.1.c

40 CFR 61, WAC 173-400,

TFC-ESHQ-ENV-STD-04 (Section 3.3.3.1 only), TFC-ESHQ-ENV-STD-11, TFC-ENG-STD-07

The ventilation system shall control non-radioactive airborne emissions in compliance with the requirements of 40 CFR 61, National Emission Standards for Hazardous Air Pollutants and WAC 173-400, General Regulations for Air Pollution Sources, as implemented by TFC-ESHQ-ENV-STD-04, “Air Quality Program – Non-Radioactive Emissions” (Section 3.3.3.1 only); TFC-ESHQ-ENV-STD-11; and TFC-ENG-STD-07.

3.2.1.4.1.dANSI/HPS N13.1, TFC-ESHQ-ENV-STD-05, TFC-ESHQ-ENV-STD-11

The ventilation system shall provide capability to sample radioactive emissions in compliance with ANSI/HPS N13.1, Sampling and Monitoring Releases of Airborne Radioactive Substances from the Stacks and Ducts of Nuclear Facilities; TFC-ESHQ-ENV-STD-05, “Radioactive Airborne Effluent Sampling” and TFC-ESHQ-ENV-STD-11.

3.2.1.5.1.a CORR-2013-00194 System-generated solid waste (IX spent resin) shall be collected, packaged and provided temporary storage prior to transfer from LAWPS to a permitted facility.

3.2.1.5.1.b CORR-2013-00194 LAWPS shall provide capability to load secondary solid waste packages on a transporter for transfer to a permitted facility.

3.2.1.5.1.c HNF-EP-0063 Packaged solid waste shall meet the requirements set forth by HNF-EP-0063, Hanford Solid Waste Acceptance Criteria.

3.2.1.5.1.d HNF-SD-WM-OCD-015 System-generated liquid waste shall be collected and provided temporary storage before being transferred to the DST System.

3.2.1.5.2.a DOE O 420.1C

LAWPS shall include design features which simplify decontamination and facilitate decommissioning at facility end-of-life in compliance with the requirements of DOE O 420.1C, Facility Safety [Chapter 1, 3.b. (4) (a)], including:

Transitioning the LAWPS to decommissioning. Safely and efficiently decontaminate and decommission (D&D) the LAWPS when no longer needed to support the RPP mission.

3.2.1.5.2.b 10 CFR 835.1002

The design or modification of the LAWPS and the selection of materials shall include features that facilitate operations, maintenance, decontamination, and decommissioning. [10 CFR 835.1002 (d), Occupational Radiation Protection Subpart K – Design and Control, Paragraph 835.1002, Facility design andmodifications].

3.2.2 CORR-2013-00194

At the system level, eight functional components describe the LAWPS Project; 1) Store Waste, 2) Characterize Waste, 3) Monitor Waste, 4) Deliver Waste Feed, 5) Pretreat Tank Waste, 6) Dispose Secondary Waste, 7) Manage Secondary Waste and 8) Close Facilities. See Section 3.1 for details.

The purpose of these functional components are to safely receive waste, treat the waste, store treated waste, transfer treated waste for immobilization, and manage secondary waste disposal and facility closure. The requirements listed allow for the performance and constraints of these functions.

3.2.3 TFC-PLN-102All ICDs will be developed in accordance with TFC-PLN-102, “Tank Operations Contractor Interface Management Plan,” as interfaces are identified between the LAWPS and existing infrastructure, facilities, and ongoing operations. As new requirements are developed through interface definition, the ICDs will be revised to reflect the changes.

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3.2.3.1 CORR-2013-00194

The LAWPS will interface with the DST System:

Transfer of tank supernatant waste from the DST System to the LAWPS solids filtration process.

Transfer of slurry (containing up to a maximum of 10 wt% solids in abnormal conditions) from the solids removal process to the DST System.

Transfer of Cs eluate from the IX process to the DST System.

Provide routing of the secondary liquid waste and out-of-specification returns delivered from the WTP LAW Facility, routed by the LAWPS Project, to the DST System.

3.2.3.1.a HNF-SD-WM-OCD-015System-generated waste (slurry containing separated solids and Cs IX eluate) returned to the DST System from the LAWPS shall meet the requirements of HNF-SD-WM-OCD-015, Tank Farms Waste Transfer Compatibility Program.

3.2.3.1.b RPP-RPT-58649Tank supernatant waste received from the DST System will be in compliance with the requirements of RPP-RPT-58649, Waste Acceptance Criteria for the Low Activity Waste Pretreatment System.

3.2.3.2 CORR-2013-00194

The LAWPS will interface with the WTP LAW Facility:

Transfer treated LAW feed from the LAWPS to the WTP LAW Facility.

Provide routing of secondary liquid waste and out-of-specification returns delivered from WTP LAW Facility to the DST System

3.2.3.2.a 24590-WTP-ICD-MG-01-030 The LAWPS shall provide feed in compliance with WTP LAW Facility waste acceptance criteria (ICD-30).

3.2.3.2.b 24590-WTP-ICD-MG-01-031 Secondary waste delivered from WTP LAW Facility, routed by the LAWPS Project, to the DST System shall be in compliance with ICD-31.

3.2.3.2.c 24590-WTP-ICD-MG-01-030

The treated LAW feed shall be supplied to the WTP LAW Vitrification Facility at a maximum pressure of 136 psig1 under normal operating conditions and a maximum flowrate of 88 gpm.

1The the maximum operating pressure on the WTP side of the interface is 136 psig, where this value provides a minimum 10% design pressure margin required for WTP piping systems.

3.2.3.3 TOC Contract Attachment J.3 The LAWPS shall interface with existing Hanford Site utilities and infrastructure to support construction and operation of the facility:

3.2.3.3.a HNF-4492, HNF-4493 Design analysis shall be performed to determine the LAWPS infrastructure and utilities requirements.

3.2.3.3.b HNF-4492, HNF-4493 Design and construction of infrastructure determined to be inadequate for LAWPS support shall be performed by others.

3.2.3.3.c HNF-4492, HNF-4493 Assessment of utilities and infrastructure interfaces shall occur following preliminary system definition and interface definition.

3.2.3.3.1 TOC Contract Attachment J.3 The LAWPS shall interface with existing Hanford Site roadways:

3.2.3.3.1.a WSDOT M 41-10The LAWPS shall provide an extension to existing roadways from the LAWPS boundary (e.g., roadway that adjoins existing roadways to the LAWPS parking area) that complies with WSDOT M 41-10, Standard Specifications for Road, Bridge, and Municipal Construction. The construction workforce, LAWPS Facility personnel, and equipment/materials will arrive at the LAWPS by existing roadways and the LAWPS roadway extension.

3.2.3.3.1.b TOC Contract Attachment J.3 Design analysis shall be performed to determine whether existing roadways can accommodate the traffic required to support LAWPS construction and operation.

3.2.3.3.2 TOC Contract Attachment J.3 The LAWPS shall interface with the existing Hanford Site electrical distribution system:

3.2.3.3.2.a HNF-4492 Design analysis shall be performed to determine LAWPS power requirements (e.g. Load List).

3.2.3.3.2.b HNF-4492Assessment of need and definition of interface requirements for an LAWPS electrical substation shall occur following preliminary site selection and definition of electrical loads. This includes analysis of total power demand loads for various modes of operation and that of future growth. This evaluation should be documented in a technical report.

3.2.3.3.2.c HNF-4492

The interface for the electrical distribution system shall be Mission Support Alliance (MSA) Hanford Site Operations Infrastructure Services, Electrical Utilities (EU) distribution system, in compliance with the requirements of HNF-4492, Interface Control Document between Washington River Protection Solutions, LLC and Mission Support Alliance, LLC for Electric Utilities Distribution System.1

1The electrical utility distribution system will provide LAWPS with 480VAC, 3 phase, 60 hz electrical power.

3.2.3.3.3 TOC Contract Attachment J.3 The LAWPS shall interface with the Hanford Site water distribution system for potable and raw water.

3.2.3.3.3.a HNF-4493 Design analysis shall be performed to determine LAWPS potable and raw water requirements.

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3.2.3.3.3.b HNF-4493The interface for the potable and raw water systems shall be the Mission Support Alliance (MSA) Water Utilities (WU) distribution system, in compliance with the requirements of HNF-4493, Interface Control Document between Washington River Protection Solutions LLC (WRPS) The Tank Operations Contractor and The Mission Support Alliance, LLC (MSA) The Water Utilities Distribution System Manager.

3.2.3.3.4.a WAC 246-272B Any connection with the Hanford site LOSS shall be in accordance with WAC 246-272B, Large On-site Sewage Systems.

3.2.3.3.4.b WAC 246-272AAn on-site sewage disposal system (e.g., system not connected to Hanford Site LOSS) shall comply with the requirements of WAC 246-272A, On-Site Sewage Systems.

3.2.3.4 TOC Contract Attachment J.3 The LAWPS shall interface with Hanford Site disposal facilities for disposition of hazardous and radioactive solid wastes generated at the LAWPS.

3.2.3.4.1a TOC Contract Attachment J.3 The LAWPS secondary solid wastes shall be transferred to the Solid Waste Operations Complex.

3.2.3.4.1.b HNF-EP-0063 Solid waste for onsite disposal shall meet requirements set forth by HNF-EP-0063.

3.2.3.5 TOC Contract Attachment J.3

The LAWPS shall interface with Hanford Site laboratories for analysis of process and environmental samples. The details of the feed certification sampling and required analyses is documented in 24590-LAW-RPT-EDR-PENG-16-003 R0 (RPP-RPT-59494 R0), Integrated DFLAW Feed Qualification Data Quality Objectives. The sample and analyses requirements for cesium eluate returns to Tank Farms are pending completion, approval and publication.1

1RPP-RPT-59806 R0, Data Quality Objectives for the Cesium Eluate for the Low-Activity Waste Pretreatment System is currently under development.

3.2.3.6 TFC-ESHQ-FP-STD-12The LAWPS shall interface with the Hanford Fire Department for fire protection, incident management, emergency medical response and treatment, and other services as defined in TFC-ESHQ-FP-STD-12, “Hanford Fire Department Services.”

3.2.3.7 TFC-ESHQ-EP-C-01 The LAWPS shall interface with Emergency Services as defined in TFC-ESHQ-EP-C-01, “Emergency Management.”

3.2.4.1.a 10 CFR 835.1002The LAWPS design shall protect workers to ALARA levels of radiation and chemical hazard exposure during waste processing operations, surveillance and maintenance.

3.2.4.1.b 10 CFR 851; 10 CFR 835.1001The LAWPS design shall preferentially select engineering features over administrative controls to minimize employee exposure to radiation and chemical hazards [10 CFR 851, Worker Safety and Health Program, section 851.22(b), 10 CFR 835.1001, Occupational Radiation Protection, Subpart K – Design and Control, Paragraph 835.1001, Design and control].

3.2.4.1.c DOE O 420.1CThe system design shall establish the number, arrangement, and characteristics of confinement barriers based upon consideration of the type, quantity, form, and conditions for dispersing the radioactive and hazardous material in the confinement system design [DOE O 420.1C, section I.3.b.(3),(a),(b)].

3.2.4.1.d DOE O 420.1C; 10 CFR 851LAWPS design shall comply with national consensus industry standards and the strictest model building codes applicable for the State of Washington and the local region, supplemented in a graded manner with additional safety requirements for the associated hazards in the facility that are not addressed by the codes [DOE O 420.1C Section 4.b; and 10 CFR 851, Appendix A, Subpart 4(b) (3)].

3.2.4.2.a 10 CFR 835.1002

The LAWPS waste tanks and process equipment in high-dose configurations1 shall be designed for remote operation and maintenance. PUREX-type connectors should be used to facilitate remote connection and disconnection of piping and jumpers, equipment, instrumentation, etc. using a crane. For connections where PUREX-type connectors are not applicable, justification of an alternative design shall be submitted to the Design Authority for approval. Waste tanks and process equipment in low-dose1 configurations may be designed for hands-on maintenance and system reconfigurations.

1See Section 6.2 for definitions for high-dose and low-dose configurations.

3.2.4.2.b TOC Self-Imposed Requirement The control system should be automated such that routine LAWPS operations do not typically require operator input, intervention and control.

3.2.4.2.cTFC-PLN-118

TFC-ENG-STD-36

The control system shall utilize standardized Tank Farm control system platforms and equipment in compliance with the requirements of TFC-PLN-118, “Strategic Plan for Hanford Waste Feed Delivery and Treatment Process Control Systems,” and TFC-ENG-STD-36, “Hardware for ABB Process Control Systems.”

3.2.4.2.d TFC-MD-099 Monitoring and alarm functions of safety instrumented systems (SIS) shall interface with the process control system as needed to provide indications.

3.2.4.2.eTFC-ENG-DESIGN-P-12

TFC-ENG-DESIGN-P-59

The LAWPS plant installed software (including safety and non-safety software) shall comply with requirements of TFC-ENG-DESIGN-P-12, “Plant Installed Software,” and TFC-ENG-DESIGN-P-59, “Plant Installed Software Quality Assurance.”

3.2.4.2f CORR-2013-00194 Control system design shall provide redundancy as required to meet the availability requirements of Section 3.2.5.3.

3.2.4.2.g 10 CFR 851, 29 CFR 1910, DOE-0360 Confined spaces shall be identified and designated in compliance with 10 CFR 851, 29 CFR 1910, Occupational Safety and Health Standards, and DOE-0360, Hanford Site Confined Space Procedure (HSCSP).

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3.2.4.2.h ISA-084.00.01-2004 LAWPS SISs shall be designed to operate independently of the LAWPS process control system. The LAWPS SIS – LAWPS process control system interface(s) shall be designed to prevent any interference with the performance of the LAWPS SIS safety functions.

3.2.4.3.1.a TFC-BSM-IRM-STD-04 The LAWPS shall have telephones for internal and external communication.

3.2.4.3.1.b DOE O 470.4B The location of telephones shall be chosen to support efficient operations and the safety of personnel.

3.2.4.3.2.a TFC-BSM-IRM_SE-C-02 LAWPS shall integrate to the Tank Operations Contractor and Waste Treatment Plant Operator and Maintenance radio system and frequencies.

3.2.4.3.2.bTFC-BSM-IRM_SE-C-02, TFC-BSM-IRM-STD-04,

Radio systems shall be designed in compliance with the requirements of TFC-BSM-IRM_SE-C-02, “Radio and Telecommunications Security”; and TFC-BSM-IRM-STD-04, “Telecommunications and Network Infrastructure Standards”

3.2.4.3.3.a TFC-BSM-IRM-STD-04 LAWPS shall provide infrastructure (hardware and software) that is compatible and integrated with the Hanford Local Area Network (HLAN).

3.2.4.3.3.b TFC-PLN-118 The hardware and software should be provided to make the entire LAWPS site area accessible via wireless HLAN (Wi-Fi).

3.2.4.3.3.cTFC-BSM-IRM_SE-C-01

TFC-BSM-IRM-STD-04 Computer and software security shall be considered in the design and be in accordance with TFC-BSM-IRM_SE-C-01, “Computer Security,” and TFC-BSM-IRM-STD-04.

3.2.4.3.4.a TFC-PLN-118 The LAWPS control system network should integrate with the Tank Farm Local Area Network (TFLAN).

3.2.4.3.4.bNIST SP 800-53A,

NIST SP 800-82

The LAWPS control system network shall implement security controls identified in the National Institute of Standards and Technology (NIST) Special Publication (SP) 800-53A, Guide for Assessing the Security Controls in Federal Information Systems. These controls may be tailored for Industrial Control Systems as outlined in NIST SP 800-82, Guide to Industrial Control System Security.

3.2.4.3.4.c TFC-MD-099

The LAWPS control system shall utilize the wireless HLAN to TFLAN interface to connect with the monitoring and control system in areas such as:




3.2.4.3.5 TFC-MD-099

The LAWPS safety instrumented systems and alarms shall utilize the wireless HLAN to Tank Farm Safety Programmable System (TFSPS) interface in areas such as:




3.2.5.1.a ORP-11242, CORR-2013-00194 The LAWPS shall have a 40 year design life.

3.2.5.1.b CORR-2013-00194

To support the LAWPS Facility 40-year performance lifetime, selection of system components should be based, in part, on component reliability in order to minimize the frequency of component replacements. A graded approach shall be used when specifying equipment useful life taking into consideration human factors (See Section 3.3.7); however permanently installed components shall typically be designed for a useful life of 40 years.

3.2.5.1.c Good Engineering PracticeEquipment shall be appropriately selected, and when required tested to ensure reliable operation during normal operating conditions and anticipated operational occurrences.

3.2.5.2.aTFC-PLN-05

TFC-PLN-29LAWPS shall be designed for maintenance and operations in compliance with the requirements of TFC-PLN-05, “Conduct of Operations Implementation Plan”and TFC-PLN-29, “Nuclear Maintenance Management Program.”

3.2.5.2.bTFC-PLN-29

TFC-ENG-STD-08

LAWPS shall be designed to facilitate post maintenance testing to determine whether corrective maintenance, preventive maintenance, or troubleshooting activities have affected the ability of the system to perform its intended function. These requirements are implemented through TFC-PLN-29 and TFC-ENG-STD-08, “Post Maintenance Testing.”

3.2.5.2.c TFC-ENG-STD-01 Equipment, instrumentation, and items requiring maintenance shall be accessible for ease of inspection, maintenance and removal/replacement.

3.2.5.2.d TFC-PLN-118 Smart instrumentation providing capability to support predictive maintenance practices should be selected where technologically available.

3.2.5.2.e TFC-ENG-STD-01 Instrumentation and control systems shall provide for periodic in-place testing and calibration of instrument channels and interlocks.

3.2.5.2.f Good Engineering Practice The minimum numbers of spares for like components should be determined based on mean time between failure and the number of like components installed.

3.2.5.2.g Good Engineering Practice LAWPS should be designed such that maintenance can be performed with commercially available tools.

3.2.5.3.a CORR-2013-00194 The LAWPS integrated system availability shall be at least 70%, evaluated on an annual basis.

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3.2.5.3.b CORR-2013-00194The LAWPS shall be designed such that failures of individual active components do not compromise the ability of LAWPS to provide feed to the LAW melters in accordance with section 3.2.1.

3.2.5.3.c CORR-2013-00194LAWPS availability shall be evaluated using standard reliability engineering techniques (e.g., failure modes and effects analysis, fault tree analysis, operations research modeling, etc.). This evaluation shall demonstrate that the LAWPS has sufficient inherent availability to provide LAW feed supporting an average annual ILAW production rate of 21 metric tons of glass per day.

3.2.5.4 Reserved

3.2.6.1

DOE O 420.1CHNF-SD-GN-ER-501TFC-ENG-STD-02TFC-ENG-STD-06DOE-STD-1020

RPP-38172

The system shall be designed to perform its functions and meet its performance requirements under the natural environmental conditions required by DOE O 420.1C, as implemented by DOE-STD-1020, Natural Phenomena Hazards Design and Evaluation Criteria for Department Of Energy Facilities; HNF-SD-GN-ER-501, Natural Phenomena Hazards, Hanford Site, Washington; TFC-ENG-STD-02, “Environmental/Seasonal Requirements for TFC Systems, Structures, and Components”; TFC-ENG-STD-06, “Design Loads for Tank Farm Facilities,” and RPP-38172 (Attachment C1), Project W-551 Interim Pretreatment System (IPS) Siting Study.1 Apply the 2005 interim seismic design response spectra (DRS) shown in Attachment C

3.2.6.2 RPP-57077

The specification, design, installation, and maintenance of SSCs associated with the LAWPS shall ensure compatibility with the induced environment in their installed locations. Examples of induced environments in the LAWPS include vibration, elevated radiation, elevated temperature, electromagnetic fields, and elevated noise. Installed equipment shall be designed to avoid resonance resulting from the harmony between the natural frequency of the structure and the operating frequency of reciprocating or rotating equipment supported on the structure.

3.2.6.3DOE O 420.1C

WAC 173-303-280

The LAWPS shall be designed and constructed, as specified in DOE O 420.1C [section I.3b (3), (4)] and WAC 173-303-280,Dangerous Waste Regulations, Section – General Requirements for Dangerous Waste Management Facilities, paragraph (6) (h) so in the event of an accident, the potential exposure to hazardous and/or radioactive materials is minimized.

3.2.7 Not Applicable to the LAWPS Facility

3.2.8 CORR-2013-00194The configuration, subsystems, and component designs for the LAWPS shall, to the maximum extent practical, provide prudent measures to facilitate future facility upgrades such as installation of extra conduits, spare tank nozzles, and spare wall nozzles in process cells.


3.3.1.a WAC 173-303-640Equipment, components, and assemblies that may come into contact with waste or waste treatment materials shall be compatible with their physical, chemical, and radioactive properties including those in Table 3-8.

3.3.1.b WAC 173-303-640Materials used shall be noncombustible and corrosion resistant in the environment in which they will be used including chemical, galvanic, or other reaction that can occur between materials.

3.3.1.c WAC 173-303-640LAWPS equipment providing a confinement function shall be fabricated of materials compatible with the material to be stored to minimize corrosion and generation of hydrogen.

3.3.1.d 10 CFR 835.1002Construction material, coatings, and welding techniques will be selected to minimize the unwanted accumulation of radioactive materials in piping, vessels, ventilation systems and other equipment.

3.3.1.e TFC-ENG-STD-34The guidance in TFC-ENG-STD-34, “Standard for the Selection of Non-Metallic Materials in Contact with Tank Waste,” shall be used for selection of Non-Metallic materials.

3.3.1.f TOC Self-Imposed Requirement Metallic surfaces which will routinely contact tank waste shall be fabricated from stainless steel.

3.3.1.g TFC-ENG-STD-22 Corrosion-erosion allowance used for design shall comply with TFC-ENG-STD-22, “Piping, Jumpers and Valves”, Section 3.5.2.1.

3.3.1.1 TFC-PLN-125LAWPS design shall minimize the use of products that may become regulated waste in compliance with the requirements of TFC-PLN-125, “Pollution Prevention and Sustainable Program.”

3.3.1.2.aACI 301

ASTM C94/C94MDesign and construction of concrete structures shall comply with ACI 301, Specifications for Structural Concrete and ASTM C94/C94M, Standard Specification for Ready-Mixed Concrete.

3.3.1.2.b ACI 318 All NDC-1 and NDC-2 related concrete structures shall comply with ACI 318, Building Code Requirements for Structural Concrete.

3.3.1.2.c ACI 349 All NDC-3 related concrete structures shall comply with ACI 349, Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary.

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3.3.1.2.dASTM A185/A185M-07

ASTM A1064/A1064MWelded wire fabric for reinforced concrete shall comply with ASTM A185/A185M-07, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete and ASTM A1064/A1064M, Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.

3.3.1.2.e ASTM A615/A615M Steel reinforcement bars shall comply with ASTM A615/A615M, Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

3.3.1.3.a AISC 325-11 All structural steel materials shall comply with AISC 325-11, Steel Construction Manual – 14th Edition.

3.3.1.3.b

AWS D1.1/D1.1M,

AWS D1.3/D1.3M,

AWS D1.6/D1.6M,

AWS D9.1M/9.1

Structural welding and welder qualification shall meet the requirements of AWS D1.1/D1.1M, Structural Welding Code – Steel. Stainless steel structural welding shall comply with the requirements of AWS D1.6/D1.6M, Structural Welding Code – Stainless Steel. Structural sheet/strip steels shall comply with the requirements of AWS D1.3/D1.3 M, Structural Welding Code – Sheet Steel. Nonstructural sheet metal and components and systems shall comply with the requirements of AWS D9.1M/D9.1, Sheet Metal Welding Code.

3.3.1.3.c AISC N690 All NDC-3 related steel structures shall comply with AISC N690, Specification for the Safety-Related Steel Structures for Nuclear Facilities.

3.3.1.3.d AISC 360 All NDC-1 and NDC-2 related steel structures shall comply with AISC 360, Specification for Structural Steel Buildings.

3.3.1.4.a

DOE/RL-92-36, TFC-ENG-FACSUP-C-25, ASME NOG-1

ASME NUM-1

ASME B30.2

ASME B30.17

CMAA 70

CMAA 74

All hoisting and rigging equipment shall comply with the requirements of DOE/RL-92-36, Hanford Site Hoisting and Rigging Manual; TFC-ENG-FACSUP-C-25, “Hoisting and Rigging”; ASME B30.2, Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist); CMAA 70, Specification for Top Running Bridge & Gantry Type Multiple Girder Electric Overhead Traveling Cranes; ASME B30.17, Cranes and Monorails (With Underhung Trolley or Bridge) Safety Standard for Cableways, Cranes, Derricks, Hoists, Jacks, and Slings; CMAA 74, Specification for Top Running and Under Running Single Girder Electric Overhead Traveling Cranes Utilizing Under Running Trolley Hoist; and for seismic only ASME NOG-1, Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder) and ASME NUM-1, Rules for Construction of Cranes, Monorails, and Hoists (With Bridge or Trolley or Hoist of the Underhung Type).

3.3.1.4.b AWS D14.1/D14.1M Crane rail runways shall be welded in accordance with AWS D14.1/D14.1M, Specification for Welding of Industrial and Mill Cranes and Other MaterialHandling Equipment.

3.3.1.5.a TFC-ENG-STD-03 The LAWPS waste transfer system shall comply with the requirements of TFC-ENG-STD-03, “Waste Transfer Confinement Configuration.”

3.3.1.5.b DOE M 435.1-1

The waste transfer and processing piping systems (piping, valves, instruments, etc.) that come into contact with high-level waste shall be welded construction, except where remote configurations or periodic rerouting of high-level waste streams require non-welded construction [DOE M 435.1-1Radioactive Waste Management Manual, Chg. 2, Chapter 2, Section P (2)]1.1Note that high-level waste streams can result in a high-dose stream or a low-dose stream, depending on content. For the purposes of this requirement, a low-dose stream is defined as a stream that allows for hands-on maintenance; everything else is classified as a high-dose stream (see Section 6.2 for definitions of low-dose and high-dose configurations).

3.3.1.6.1.a WAC 173-303-640 Vessels and tanks containing dangerous waste shall comply with requirements set forth in WAC 173-303-640.

3.3.1.6.1.b

TFC-ENG-DESIGN-13.2

API STD 650

API STD 620

ASME Boiler and Pressure Vessel Code-Rules for Construction of Pressure Vessels

LAWPS waste storage tanks shall be designed and constructed in compliance with the requirements of API STD 650, Welded Tanks for Oil Storage or API STD 620, Design and Construction of Large, Welded, Low-Pressure Storage Tanks, or ASME Boiler and Pressure Vessel Code --Rules for Construction of Pressure Vessels, Section VIII – Pressure Vessels, Division 1 or 2.

3.3.1.6.1.c

ASME Boiler and Pressure Vessel Code-Rules for Construction of Pressure Vessels

TFC-ENG-DESIGN-D-13.2

As applicable, LAWPS waste tanks and process vessels that operate above 15 psig shall be designed and constructed in compliance with the requirements of the ASME Boiler and Pressure Vessel Code --Rules for Construction of Pressure Vessels, Section VIII – Pressure Vessels, Division 1.

3.3.1.6.2.aASME B31.3,

TFC-ENG-STD-22LAWPS piping shall comply with the requirements of ASME B31.3, Process Piping, as implemented by TFC-ENG-STD-22.

3.3.1.6.2.b RPP-5346Design pressure for LAWPS waste transfer piping1 shall be ≥ 600 lbf/in2.1“Waste transfer piping” includes all piping used to convey waste between Tank Farms and LAWPS, from LAWPS to the WTP, and from the WTP to Tank Farms.

3.3.1.6.2.c TFC-ENG-STD-26LAWPS waste transfer piping shall be designed for a minimum of 130% of the calculated critical velocity, for waste with insoluble solids content > 5% by weight or volume, in compliance with the requirements of TFC-ENG-STD-26.

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3.3.1.6.2.dTFC-ENG-STD-02, TFC-ENG-STD-22

LAWPS waste transfer piping shall be provided freeze protection in compliance with TFC-ENG-STD-02, and TFC-ENG-STD-22.

3.3.1.6.2.e Good Engineering PracticeWaste transfer secondary containment piping shall direct the flow of leaked waste from the primary confinement piping to LAWPS or WTP pits or vaults containing a leak detection sump or other capability to detect waste leaks.

3.3.1.6.2.fNACE SP0285

NACE SP0169

Waste transfer piping cathodic protection systems, if required, shall be designed in compliance with National Association of Corrosion Engineers (NACE) SP0285, External Corrosion Control of Underground Storage Tank Systems by Cathodic Protection, and NACE SP0169, Control of External Corrosion on Underground or Submerged Metallic Piping Systems.

3.3.1.6.2.g TFC-ENG-DESIGN-C-60LAWPS waste transfer piping shall be subject to pressure and stress analyses in compliance with TFC-ENG-DESIGN-C-60, “Preparation of Piping Analyses for Waste Transfer Systems.”

3.3.1.6.3.a TFC-ENG-STD-26

LAWPS supernatant (i.e., specific gravity < 1.35 and contains minimal solids) waste transfer pumps are not subject to critical velocity requirements. LAWPS concentrated supernatant (i.e., specific gravity > 1.35 and close to solubility limit) and slurry (i.e., waste stream containing > 5% insoluble solids by weight or volume) waste transfer pumps shall be capable of transferring waste at a minimum flow rate of 130% of the calculated critical velocity, in compliance with therequirements of TFC-ENG-STD-26.1

1 This requirement applies to all pumps used to convey waste from LAWPS to Tank Farms and pumps within LAWPS upstream of the filtration subsystem.

3.3.1.6.3.b TFC-ENG-STD-25 LAWPS waste transfer pumps shall comply with the requirements of TFC-ENG-STD-25, “Transfer Pumps.”

3.3.1.6.3.cTFC-ENG-STD-25

ASME B31.3Pump pressure relief devices, if installed, shall comply with the requirements of ASME B31.3.

3.3.1.6.4 TFC-ENG-STD-22 LAWPS valves shall comply with the requirements of TFC-ENG-STD-22.

3.3.1.7.a DOE-STD-1066-2012 The LAWPS interior finish shall be in compliance with the requirements of DOE-STD-1066-2012, Fire Protection.

3.3.1.7.b DOE O 420.1CAreas that provide secondary confinement of hazardous/radioactive liquids should consider the use of stainless steel liners for those locations (e.g., sumps) which have a high probability of becoming contaminated.

3.3.1.7.c WAC 173-303-640 Seams and surfaces that provide secondary containment shall be sealed (free of cracks or gaps). [WAC 173-303-640].

3.3.1.7.d WAC 173-303-640If special protective coatings are used to provide secondary confinement of hazardous/radioactive liquids, the special protective coatings shall comply with requirements of WAC 173-303-640(4).

3.3.1.8 TFC-ESHQ-S_IH-C-47

The following materials shall be prohibited in equipment and components:

Exposed lead Polychlorinated biphenyls Ozone depleting refrigerants Asbestos Beryllium

3.3.2 RPP-13211The LAWPS design shall comply with electromagnetic radiation emission requirements set forth in RPP-13211, Electromagnetic Compatibility and Electrical Noise Control for the DOE Hanford Site.

3.3.3.a

TFC-PLN-05,

TFC-ENG-STD-12,

TFC-ENG-FACSUP-C-23

LAWPS components shall be labeled in accordance with TFC-PLN-05; TFC-ENG-STD-12, “Tank Farm Equipment Identification Numbering and Labeling Standard”; and TFC-ENG-FACSUP-C-23, “Equipment Identification and Data Management.”

3.3.3.b WAC 173-303-640 Equipment or containers that manage dangerous waste shall also comply with labeling requirements set forth in WAC 173-303-640 (5) (d).

3.3.4 Reserved

3.3.5 Good Engineering Practice The design of the LAWPS should incorporate interchangeable, standardized, common, and commercially available equipment and parts where practical.

3.3.6RPP-MP-003TFC-PLN-47TFC-PLN-01

The environmental and safety management system, which integrates environment, safety, and health requirements into the work planning and execution processes to effectively protect the workers, the public, and the environment, is described in RPP-MP-003, Integrated Environment, Safety and Health Management System Description for the Tank Operations Contractor, and TFC-PLN-47, “Worker Safety and Health Program.” Personnel safety, equipment safety, and environmental safety are all part of the integrated safety management system as documented in TFC-PLN-01, “Integrated Environment, Safety, and Health Management System Plan.”

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3.3.6.a10 CFR 83010 CFR 851

Design, construction, and operations shall adhere to system principles and the requirements of 10 CFR 830, Nuclear Safety Management, and 10 CFR 851, Worker Safety and Health Program.

3.3.6.b DOE O 420.1C The confinement systems shall protect against releases of hazardous materials due to natural phenomena hazards.

3.3.6.cTFC-ESHQ-S_SAF-CD-11,10 CFR 830,10 CFR 851

Guidance from TFC-ESHQ-S_SAF-CD-11, “Worker Safety and Health Program Requirements Implementation Matrix,” shall be used to assist in the implementation of 10 CFR 830 and 10 CFR 851 system principles and requirements.

3.3.6.d 29 CFR 1910 Control devices shall be designed in accordance with 29 CFR 1910.

3.3.6.eDOE-STD-1189-2008,RPP-57077

Nuclear safety shall be incorporated into the design following the guidance in DOE-STD-1189-2008, Integration of Safety into the Design Process, as clarified in RPP-RPT-58553, Low Activity Waste Pretreatment System Safety Control Development and Design Integration. The safety controls identified to prevent or mitigate postulated design basis accidents are captured in Section 4.0 of RPP-RPT-58553.

3.3.6.f DOE-STD-1027-92The LAWPS hazard category determination shall follow the requirements established in DOE-STD-1027-92, Hazard Categorization and Accident Analysis Techniques for Compliance with DOE Order 5480.23, Nuclear Safety Analysis Reports.

3.3.6.g 10 CFR 850Beryllium protection measures shall be incorporated in accordance with 10 CFR 850, Chronic Beryllium Disease Prevention Program and DOE-0342, Hanford Site Chronic Beryllium Disease prevention Program (CBDPP).

3.3.6.h DOE-STD-3009-2014The LAWPS Documented Safety Analysis (DSA) shall be developed in accordance with DOE-STD-3009-2014, Preparation of Nonreactor Nuclear Facility Documented Safety Analysis.

3.3.6.i DOE O 420.1C LAWPS safety Structures, Systems and Components (SSCs) shall be designed and constructed in accordance with DOE O 420.1C, Attachment 3.

3.3.6.1 10 CFR 851 Personnel shall be protected at the LAWPS from work-place hazards in accordance with the requirements of this section.

3.3.6.1.1.a10 CFR 835,HNF‑5183

The LAWPS shall be designed to protect workers from occupational radiation exposures and maintain radiation exposure ALARA in accordance with the requirements in 10 CFR 835.1002; and HNF‑5183, Tank Farms Radiological Control Manual (TFRCM), Table 2-0.

3.3.6.1.1.b 10 CFR 835.1002 Process equipment for storing, transferring, or processing waste concentrate shall be located in shielded enclosures as required by the ALARA analysis.

3.3.6.1.2.a10 CFR 851, 29 CFR 1910, 29 CFR 1926, RCW 49.17, NFPA 101

The LAWPS shall be designed for safe installation, operation, and maintenance in accordance with 10 CFR 851; 29 CFR 1910; 29 CFR 1926, Safety and Health Regulations for Construction; RCW 49.17, Washington Industrial Safety and Health Act; and NFPA 101, Life Safety Code®.

3.3.6.1.2.b TOC-ENG-STD-01The system design shall include features that protect personnel safety, incorporate engineering controls, and minimize the reliance on the use of personnel protective equipment during routine functions, thus improving system ergonomics. This includes selection of exhaust stack height such that personnel are protected from airborne releases of waste vapors and other hazardous chemicals.

3.3.6.1.2.c 29 CFR 1910, DOE-0336The LAWPS equipment containing hazardous energy sources shall have locking features to support compliance with 29 CFR 1910, Subpart J, General Environmental Controls, Section 147, The Control of Hazardous Energy (Lockout/Tagout) and DOE-0336, Hanford Site Lockout/Tagout Program.

3.3.6.1.2.d ANSI/ISEA Z358.1-2014The LAWPS safety showers and eyewash stations shall be designed in accordance with ANSI/ISEA Z358.1-2014, American National Standard for Emergency Eyewashes and Shower Equipment.

3.3.6.1.3DOE O 420.1C, ENS-ENG-IP-05, NFPA 101, and IBC

The LAWPS shall protect personnel from fires in accordance with DOE O 420.1C; ENS-ENG-IP-05, ORP Fire Protection Program; NFPA 101; and IBC, International Building Code (IBC).

3.3.6.2.aNEMA ICS 1-2000, NEMA ICS 6-1993, UL 508, 29 CFR 1910; NFPA 70

Control and equipment devices shall comply with NEMA ICS 1-2000, Industrial Control and Systems: General Requirements; NEMA ICS 6-1993, Industrial Controls and Systems: Enclosures; UL 508, Standard for Industrial Control Equipment; 29 CFR 1910; NFPA 70, National Electrical Code, and FM Approval Guide, LLC.

3.3.6.2.bISA-84.00.01-2004,TFC-PLN-138

Control and equipment devices necessary to carry out a safety function, from sensor(s) to final element(s), shall comply with the requirements of ISA-84.00.01-2004, Functional Safety: Safety Instrumented Systems for the Process Industry Sector, as implemented by TFC-PLN-138, “Implementation Plan for ISA 84 (Safety Instrumented Systems).”

3.3.6.2.c TFC-ENG-SB-C-06 Control and equipment devices to be relied upon for safety functions shall be identified through the process hazard analysis and control decision process.

3.3.6.3.a DOE O 440.1BThe LAWPS shall comply with National Environmental Policy Act of 1969; environment, safety, and health requirements of DOE O 440.1B, Worker Protection Program for DOE (Including the National Nuclear Security Administration) Federal Employees; and with applicable federal, state, and local laws and regulations to protect the public, worker health and safety, and the environment.

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3.3.6.3.b10 CFR 1021, DOE O 451.1B, DOE O 458.1USC 6901, 40 CFR 264, WAC 173-303, WAC 197-11

The LAWPS design, construction, and operation shall comply with the requirements in 10 CFR 1021, National Environmental Policy Act Implementing Procedures; DOE O 451.1B Chg. 1, National Policy Act Compliance Program; DOE O 458.1 Chg. 3 , Radiation Protection of the Public and the Environment;and 42 USC §6901, Resource Conservation and Recovery Act of 1976 (RCRA), as specified by applicable sections of implementing regulations 40 CFR 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities, WAC 173-303; and WAC 197-11, State and Environmental Policy Act (SEPA) Rules.

3.3.6.3.c 40 CFR 264, WAC 173-303 The LAWPS shall control, reduce, segregate, and minimize generated waste in accordance with the applicable requirements in 40 CFR 264 and WAC 173-303.

3.3.6.3.d TFC-PLN-33 The project design shall minimize hazardous and non-hazardous waste generation and the use of hazardous materials during construction, operation, and closure.

3.3.6.3.e TFC-ESHQ-IH-STD-08Where lead or similar hazardous materials must be used for shielding or other purposes, the material shall be encapsulated to prevent radioactive contamination and allow retrieval in an uncontaminated condition. The material will be permanently marked as to contents.

3.3.6.4.a ENS-ENG-IP-05, TFC-ESHQ-FP-STD-02 The LAWPS shall meet the requirements of ENS-ENG-IP-05 and TFC-ESHQ-FP-STD-02, “Fire Protection Design Criteria.”

3.3.6.4.b TFC-ESHQ-FP-STD-02 Certificates of Completion are required and systems shall pass an acceptance test as approved by the WRPS Fire Protection Engineer (FPE).

3.3.6.4.c HNF-36174, NFPA 13The fire suppression systems shall meet the requirements of HNF-36174, DOE Fire Protection Handbook-Hanford Chapter, and NFPA 13, Standard for the Installation of Sprinkler Systems, or appropriate NFPA Code for the chosen alternative type system as approved by the WRPS FPE.

3.3.6.4.d HNF-36174, NFPA 72The fire suppression and alarm systems shall be approved by the WRPS FPE, and comply with the requirements in HNF-36174 and NFPA 72, National Fire Alarm and Signaling Code.

3.3.6.4.e TFC-ESHQ-FP-STD-06Fire protection systems shall be designed such that their inadvertent operation, inactivation, or failure of structural stability will not result in the loss of vital safety functions or inoperability of safety significant systems as determined by a preliminary fire hazard analysis performed in accordance with TFC-ESHQ-FP-STD-06, “Fire Hazard Analysis and Fire Protection Assessment Requirements.”

3.3.6.4.f TFC-ESHQ-FP-STD-06Fire and related hazards that are unique to DOE and are not addressed by industry codes and standards shall be protected by isolation, segregation, or use of special fire control systems (e.g., inert gas or explosion suppression) as determined by the fire hazard analysis.

3.3.6.4.g ASTM E84, NFPA 701The design shall select noncombustible materials. Where noncombustible materials are not practical, fire retardant materials based on ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials, and NFPA 701, Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, may be used with approval of the WRPS FPE.

3.3.6.4.hDOE O 420.1C, DOE-STD-1066-2012,ENS-ENG-IP-05

Fire protection systems installed in the LAWPS shall meet the requirements of DOE O 420.1C, DOE-STD-1066-2012 and ENS-ENG-IP-05. Design installation of fire protection systems shall be according to the applicable code or standard of the NFPA.

3.3.6.5 WAC 246-290-490The LAWPS shall comply with the requirements of WAC 246-290-490, Group A Public Water Supplies, Section – Cross Connection Control, for the protection of potable water.

3.3.7TFC-PLN-09, TFC-ENG-STD-01, TFC-ENG-STD-23, TFC-ENG-DESIGN-D-29

LAWPS design shall comply with the requirements of TFC-PLN-09, “Human Factors Program”; TFC-ENG-STD-01, “Human Factors in Design”; TFC-ENG-STD-23, “Human-Machine Interface for Process Control Systems”; and TFC-ENG-DESIGN-D-29, “Guidance for Inclusion of Human Factors in Design.”

3.3.8.a10 CFR 830, DOE O 420.1C, TFC-PLN-49

System safety shall comply with 10 CFR 830 and the nuclear criticality safety requirements of DOE O 420.1C as implemented by TFC-PLN-49, “Tank Operations Contractor Nuclear Criticality Safety Program”.

3.3.8.b10 CFR 830, 10 CFR 835, DOE-STD-1186-2004, DOE-STD-1189-2008, DOE O 413.3B, DOE O 420.1C

Where necessary, the LAWPS design shall use the fundamental principles of defense in depth (i.e., redundancy and diversity). To achieve crucial safety functions and establish multiple barriers against the release of radioactivity, the LAWPS shall adhere to requirements set forth in 10 CFR 830 and 10 CFR 835. DOE-STD-1186-2004, Specific Administrative Controls provides guidance on the implementation of 10 CFR 830 requirements. DOE-STD-1189-2008 provides guidance on the implementation of requirements from DOE O 413.3B, Program and Project Management for the Acquisition of Capital Assets and DOE O 420.1C.

3.3.8.cRPP-57077DOE G 450.4-1C

The LAWPS Safety Design Strategy (SDS) shall be implemented in compliance with the principles of integrated safety management as described in DOE G 450.4-1C, Integrated Safety Management System Guide.

3.3.8.d DOE-STD-3009 The LAWPS design shall minimize the back flow of waste to cold chemicals [DOE-DTD-3009-2014].

3.3.9.1.a TFC-PLN-79

Safeguard and security measures will be designed to prevent malevolent acts such as theft, diversion, terrorist attack, unauthorized access, and radiological and chemical sabotage; and to respond to adverse acts such as emergencies caused by acts of nature. A security concept and design criteria document will be developed to address the physical security design, protective force, operations security requirements, and administrative controls for the LAWPS based on TFC-PLN-79, “Safeguards and Security Plan.”

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3.3.9.1.b DOE O 470.4B, DOE O 473.3The LAWPS shall receive and process tank waste in accordance with the requirements in DOE O 470.4B, Safeguards and Security Program, and DOE O 473.3, Protection Program Operations.

3.3.9.2 TFC-PLN-79A protection strategy, such as a vulnerability analysis or risk assessment, must be conducted during the design to ensure any additional measures required are incorporated into the security concept and design criteria for the modifications and construction of the LAWPS.

3.3.9.2.a TFC-PLN-79If a security system is required, WRPS Safeguards and Security personnel in coordination with Physical Security, Security Engineering, and the LAWPS Project shall conduct acceptance and performance testing of the security system before acceptance from the construction contractor. If a security system is required, fire, radiation, and criticality sensors will not interface with the security system.

3.3.9.2.b TFC-PLN-79If a security system is required, the security concept and design criteria document will be modified to include the additional measures required. All security drawings and system designators will denote that the entire system is a non-safety class system and that all drawings will have a non-safety/quality assurance designation – or show no designated safety-classification. No technical safety requirements or operational safety requirements will apply to the security system.



3.3.12.a TOC Self-Imposed RequirementThe LAWPS should utilize the existing central control room in building 274AW for LAWPS process monitoring and control, including ventilation, utility and support systems.

3.3.12.b Reserved.

3.3.12.c CORR-2013-00194 The LAWPS shall provide for process control system and process network redundancy.

3.3.12.dNFPA 70,

TFC-ENG-STD-41System control components shall comply with the requirements of NFPA 70, and TFC-ENG-STD-41, “Electrical Installations.”

3.3.12.e ISA 84.00.01-2004

If safety significant safety instrumented systems are used, they shall comply with ISA 84.00.01-2004, Functional Safety: Safety Instrumented Systems for the Process Industry Sector, per direction contained in External Letter, 15-NDS-0033, “Contract No. DE-AC27-08RV14800 – Approval of Washington River Protection Solutions LLC Request to Continue to Use the Currently Implemented Industry Standard ISA-84.00.01-2004 in Lieu of DOE-STD-1195 for the Low Activity Waste Pretreatments System Project” (Hader and Smith 2016).

3.3.12.fTFC-PLN-118, TFC-ENG-STD-36, TFC-ENG-STD-40

To remain consistent with existing facilities, the LAWPS shall comply with the requirements in TFC-PLN-118, TFC-ENG-STD-36, and TFC-ENG-STD-40, “Alarm Management and Annunciator Panel for Process Control System.” This will facilitate use of common control systems hardware and software and control systems communication between the LAWPS, Tank Farms Waste Feed Delivery systems and the WTP complex facilities.

3.3.12.g Reserved.

3.3.12.h TFC-ENG-STD-14 The LAWPS setpoints shall be developed in accordance with TFC-ENG-STD-14, “Setpoint Standard.”

3.3.12.i RPP-50655 The control system shall comply with the requirements of RPP-50655, Interface Control Document TFLAN – ICD.

3.3.12.j TFC-PLN-118The LAWPS shall include local control station(s) suitable for periodic personnel occupancy for LAWPS process monitoring and control to be used on a non-continuous basis (e.g., for system start-up, maintenance evolutions).

Per TFC-PLN-118 the central control room will be used, but local control stations are required for plant commissioning activities.

3.3.13.a DOE O 436.1 The LAWPS design shall comply with DOE O 436.1, Departmental Sustainability, Section 4.a.

3.3.13.b ASHRAE 90.1 The LAWPS design shall comply with ASHRAE 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings.

3.3.14 CORR-2013-00194The LAWPS shall distribute all utilities and services required to perform its intended functions. Utilities and services include, but are not limited to, service and instrumented air, raw and potable water, sewer, and electrical service.

3.3.14.1.1.a CORR-2013-00194 The LAWPS shall receive and distribute raw and potable water to meet all system and operations requirements.

3.3.14.1.1.b WSDOH 331-123 The raw and potable water systems shall conform to the requirements specified in WSDOH 331-123, Water System Design Manual.

3.3.14.1.2ASME B&PVC, ASME B31.1

Steam utilities, if required, shall meet the requirements of ASME Boiler and Pressure Vessel Code, Section VIII – Pressure Vessels, Division 1, and ASME B31.1, Power Piping.

3.3.14.1.3.a CORR-2013-00194 The LAWPS shall provide service and instrumented air to meet all system and operations requirements.

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3.3.14.1.3.b Good Engineering Practice The service air system shall have a sufficiently low dew point to prevent condensation in the distribution piping.

3.3.14.1.3.c ANSI/ISA-7.0.01 The instrument air system shall be designed to comply with the requirements of ISA-7.0.01-1996, Quality Standard for Instrument Air.

3.3.14.1.3.d Good Engineering Practice Non-flammable oil shall be used in air compressors.

3.3.14.1.4.a NFPA 70, TFC-ENG-STD-41 The LAWPS electrical systems shall be designed in compliance with the requirements of NFPA 70 and TFC-ENG-STD-41.

3.3.14.1.4.b RPP-57077 An analysis shall determine power requirements for safe condition of the LAWPS processes.

3.3.14.1.4.c Good Engineering PracticeControl system equipment, process network components, instrumentation and equipment should be designed for fail-safe operation in the event of an electrical or process outage.

3.3.14.1.4.d TFC-ENG-STD-15The LAWPS electrical raceways and flexible cords and cable shall be designed in compliance with the requirements of TFC-ENG-STD-15, “Standard for Raceway Systems and Flexible Cords & Cables.”

3.3.14.1.4.e DOE O 420.1CAdverse effects of voltage level variations, transients, and frequency variations (i.e., power quality) on equipment operation shall be minimized and sensitive electrical/electronic equipment, such as monitoring and control data-processing equipment, shall be isolated or filtered as needed for power quality protection.

HNF-4157, Section 3.3.12

3.3.14.1.4.f TFC-ENG-STD-45Installations in potentially flammable atmospheres shall meet the requirements of TFC-ENG-STD-45, “Design and Installations for Potentially Flammable Atmospheres.”

3.3.14.1.4.g NFPA 110LAWPS shall be designed to provide back-up power, in accordance with NFPA 110, Standard for Emergency and Standby Power Systems, to critical loads and maintain safety instrumentation and control on uninterruptable power as determined by the safety analysis.

3.3.14.2.a WAC 173-303-640 Sumps should be provided in process areas to collect waste spills and washdown water.

3.3.14.2.b WAC 173-303-640 Sump liners shall be compatible with the expected composition of sump waste.

3.3.14.2.c WAC 173-303-640 The floors of process areas shall be lined or otherwise sealed to prevent waste leakage (see Section 3.3.6.3).

3.3.14.2.d WAC 173-303-640 Capability should be provided to transfer sump liquid to the LAWPS Cs product tank for collection.

3.3.14.2.e WAC 173-303-640 Stationary equipment subject to oil leakage shall have containment features to prevent the flow of oil into the drain or sump systems.

3.3.1540 CFR 264, WAC 173-303

The LAWPS shall be designed to manage hazardous solid and liquid wastes internally generated within the LAWPS Facility in compliance with applicable requirements of 40 CFR 264 and WAC 173-303.

3.3.16.a TFC-ENG-STD-07 The LAWPS HVAC system shall be designed in compliance with the requirements of TFC-ENG-STD-07.

3.3.16.b RPP-57077 The LAWPS HVAC system shall be able to maintain vapor/gas concentrations below 25% of the lower flammability limit.

3.3.16.cTFC-ENG-STD-07, ASME B&PVC

ASME B31.3

HVAC piping and components used in lieu of ductwork shall be welded per ASME B31.3 welding requirements. These welds shall be visually inspected per normal fluid service requirements. All welding shall be qualified per the requirements of the applicable fabrication codes as stated in ASME B31.3, and ASME B&PVC Section IX, “Qualifications.”

3.3.16.1.a DOE-HDBK-1169-2003The LAWPS ventilation system shall maintain a controlled, continuous flow of air from the environment into the facility as described in DOE-HDBK-1169-2003, Nuclear Air Cleaning Handbook.

3.3.16.1.b DOE-HDBK-1169-2003Ventilation air within the LAWPS shall flow from non-contaminated areas to potentially contaminated areas; and from potentially contaminated areas to normally contaminated areas.

3.3.16.1.c DOE-HDBK-1169-2003 The LAWPS ventilation system shall maintain building air pressure negative relative to the outside atmosphere.

3.3.16.1.d DOE-HDBK-1169-2003The LAWPS shall include air locks and other barriers as required to separate ventilation zones, maintain ventilation balance, control the spread of contamination, and maintain differential pressures.

3.3.16.1.e DOE-HDBK-1169-2003General Service Building/Vault Ventilation systems shall be designed to maintain required confinement capabilities during all credible off-normal conditions, coupled with a single ventilation system failure.

3.3.16.1.f DOE-HDBK-1169-2003If a safety analysis determines the LAWPS requires continuous airflow, then electrical and ventilation system components required to maintain airflow shall have backup capabilities.

3.3.16.1.g ASHRAE 62.1 Spaces designated for human occupation shall meet the requirements of ASHRAE 62.1, Ventilation for Acceptable Indoor Air Quality.

3.3.16.2.1.a RPP-57077If required by the safety analysis, spaces designed for occupation during off normal events (e.g., local field operating stations) shall have the required protective features.

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3.3.16.2.1.b DOE-HDBK-1169-2003 Ventilation for contaminated and potentially contaminated process areas shall include backflow prevention.

3.3.16.2.1.c TFC-ESHQ-ENV-STD-03 The LAWPS ventilation system shall maintain air temperature in work areas within limits suitable for human occupation.

3.3.16.2.2.aTFC-ENG-STD-07,

ASME AG-1

High-efficiency particulate air (HEPA) filtration shall be provided for all radioactive and potentially radioactive exhausts. HEPA filters shall meet the in-place challenge testing in accordance with ASME AG-1, Code on Nuclear Air and Gas Treatment.

3.3.16.2.2.b TFC-ENG-STD-07 LAWPS ventilation system design shall facilitate ease of maintenance.

3.3.16.2.2.c TFC-ENG-STD-07 The design of HEPA filter housings shall maintain containment during filter change out.

3.3.16.2.2.d TFC-ENG-STD-07The LAWPS ventilation system shall have installed test ports and measuring devices to facilitate monitoring, maintenance, and periodic inspection and testing. The sampling port(s) and probe(s) shall be compatible with standard Industrial Hygiene sampling equipment and methods.

3.3.16.2.2.eTFC-ENG-STD-07,

ASME AG-1, ASME N509, ASME 511

HEPA filtration systems shall be designed and tested in accordance with ASME AG-1, Section TA; ASME N509, Nuclear Power Plant Air-Cleaning Units and Components; and ASME 511, In-Service Testing of Nuclear Air Treatment, Heating Ventilating and Air-Conditioning Systems.

3.3.16.2.2.f TFC-ENG-STD-07 For design purposes a dirty filter system (Prefilter and HEPA filter) pressure loss of 2.5 inWG should be assumed at the system design airflow range.

3.3.16.2.2.gASME STS-1,

TFC-ENG-STD-06The exhaust stack shall be designed in accordance with ASME STS-1, Steel Stacks. The exhaust stack shall be self-supported and should not utilize guy wires.

3.3.16.2.2.h TFC-ENG-STD-07 The stack design shall include drains to remove moisture due to condensation and precipitation.ASHRAE Handbook, Applications

3.3.16.2.2.iWAC 173-400,

WAC 173-460

The ventilation system exhaust stack height shall be sufficient to disperse the exhaust gases to satisfy exposure levels and emissions analyses in accordance with WAC 173-400 and WAC 173-460, Controls for New Sources of Toxic Air Pollutants.

3.3.16.2.2.j Good Engineering Practice The ventilation exhaust fan bearings should be designed for access without housing disassembly if periodic maintenance is required (including vibration readings).

3.3.16.2.3 Good Engineering PracticeControl system, IT computer and telecommunication rooms shall have ventilation designed to maintain equipment within the temperature, humidity, and filtration limits specified by the manufacturers.

3.3.17.a IES Lighting HDBK Exterior and interior lighting shall comply with IES Lighting HDBK, Lighting Handbook Reference and Application – 10th Edition.

3.3.17.b NFPA 101 Emergency lighting shall comply with NFPA 101.

3.3.17.c TFC-ESQH-IH-STD-13 Minimum illumination intensities shall be in compliance with TFC-ESQH-IH-STD-13, “Illumination.”

3.4.aTFC-ENG-DESIGN-C-25TFC-ENG-STD-10

Engineering documents shall be developed in accordance with TFC-ENG-DESIGN-C-25, “Technical Document Control” and TFC-ENG-STD-10, “Drawing Standard.”

3.4.bTFC-BSM-IRM_DC-C-01TFC-BSM-IRM_DC-C-02

The LAWPS records, documents, and drawings shall be controlled in accordance with TFC-BSM-IRM_DC-C-01, “Document Control” and TFC-BSM-IRM_DC-C-02, “Records Management.”

3.4.1.a TFC-PLN-02Quality assurance for the LAWPS Project shall be performed in accordance with TFC-PLN-02, “Quality Assurance Program Description”; quality assurance requirements for subcontractors working on the LAWPS Project shall be passed down via Statements of Work. The specific QA requirements passed down shall be appropriate for the subcontractor and his scope of work.

3.4.1.b DOE O 414.1D, Attachment 4All subcontractors performing design of safety significant structures, systems and components shall comply with the requirements of DOE O414.1D, Quality Assurance, Attachment 4.

3.4.2 RPP-57077Safety documentation shall be provided as specified in the safety design strategy, RPP-57077, Low-Activity Waste Pretreatment System (Project T5L01) Safety Design Strategy.

3.4.3TFC-ESHQ-ENV-STD-10, TFC-ESHQ-ENV_PP-C-02

Environmental permits and documentation shall be prepared in compliance with the requirements of TFC-ESHQ-ENV-STD-10, “Environmental Requirements Management” and TFC-ESHQ-ENV_PP-C-02, “Environmental Requirements Management.”

3.5 Reserved

3.6.1.a CORR-2013-00194The LAWPS and equipment shall be designed for normal operations using operations and maintenance personnel, administrative staff, and technical staff common to the Hanford Site.

3.6.2.a TFC-PLN-61The LAWPS and equipment shall be designed, tested, inspected, and operated by personnel trained and qualified to the requirements of TFC-PLN-61, “Tank Operations Contractor Training and Qualification Plan.”

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3.6.2.b Good Engineering Practice The LAWPS operator training program shall be integrated with the existing TFMCS Operator Training System.

3.9.a TFC-PLN-90 The technology development program shall comply with the requirements of TFC-PLN-90, “Technology Development Management Plan.”

3.9.b TFC-PLN-26 The LAWPS test program shall comply with the requirements of TFC-PLN-26, “Test Program Plan.”

3.9.c TFC-PRJ-SUT-C-01 A test plan defining the required qualification tests shall be developed in compliance with TFC-PRJ-SUT-C-01, “Test Plan Preparation.”

3.9.d TFC-OPS-OPER-STD-01 Test procedures for the required qualification tests shall be developed in compliance with TFC-ENG-DESIGN-C-18 “Testing Practices”

4.0 TFC‑ENG‑DESIGN‑P‑17Design verification shall be performed for the LAWPS design to ensure the design adequately meets design criteria, the design is technically adequate, and the design meets applicable requirements for environmental, quality, safety, and performance. The design agent shall have responsibility for the performance and documentation of all design verifications associated with this specification.

4.1 TFC-ENG-DESIGN-C-01 Lower tier subsystem specifications and procurement specifications shall define responsibilities for inspections.

4.2 TFC-ENG-DESIGN-C-34 Lower tier sub-system specifications and procurement specifications shall define responsibilities for special tests and examinations.

4.3.aTFC-ENG-DESIGN-C-55

NQA-1a 2009

The LAWPS design shall be verified in accordance with the Architect Engineer’s ASME NQA-1a-2009, Quality Assurance Requirements for Nuclear Facility Applications compliant design verification procedures. WRPS will review and approve the Architect Engineer’s design in accordance with TFC-ENG-DESIGN-C-55, “Design Subcontract Deliverable Review.”

4.3.bTFC-ENG-DESIGN-C-32

TFC-ENG-DESIGN-C-10

All WRPS developed multiple-use spreadsheets shall be developed and verified in compliance with the requirements of TFC-ENG-DESIGN-C-32, “Utility Calculation Software Management Plan.” Single-use spreadsheets shall be developed and verified in compliance with TFC-ENG-DESIGN-C-10, “Engineering Calculations.”

5.1.aTFC-PLN-02

TFC-ENG-DESIGN-C-34

Structures, Systems, and Components (SSCs) will require packaging to protect against physical damage, or any effect that would affect quality or cause deterioration during shipment, handling and storage. Packaging requirements shall comply with TFC-ENG-DESIGN-C-34, “Technical Requirements for Procurement” and TFC-PLN-02.

5.1.b NQA-1a 2009 Packaging, shipping, receiving, storage and handling requirements shall be based on the classification level of the items shown in ASME NQA-1a-2009 (including 1a 2009 Addendum), Part II, Subpart 2.2, Section 201, “Classification of Items.”

5.2 DOE O 425.1DPre-operation and startup activities (including testing and preparation of operation and training procedures) of the LAWPS shall be planned and conducted to ensure proper performance of components and sub-systems individually and as part of overall system performance according to DOE O 425.1D, Verification of Readiness to Start Up or Restart Nuclear Facilities.

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5.0 PREPARATION FOR DELIVERY

5.1 VENDOR SUPPLIED EQUIPMENT

a) Structures, Systems, and Components (SSCs) will require packaging to protect against physical damage, or any effect that would affect quality or cause deterioration during shipment, handling and storage. Packaging requirements shall comply with TFC-ENG-DESIGN-C-34, “Technical Requirements for Procurement” and TFC-PLN-02.

b) Packaging, shipping, receiving, storage and handling requirements shall be based on the classification level of the items shown in ASME NQA-1a-2009 (including 1a 2009 Addendum), Part II, Subpart 2.2, Section 201, “Classification of Items.”

c) Lower level specifications (e.g., procurement specifications) will establish the specific packaging and storage requirements.

5.2 PRE-OPERATIONAL AND STARTUP TESTING

Pre-operation and startup activities (including testing and preparation of operation and training procedures) of the LAWPS shall be planned and conducted to ensure proper performance of components and sub-systems individually and as part of overall system performance according to DOE O 425.1D, Verification of Readiness to Start Up or Restart Nuclear Facilities.

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6.0 NOTES

6.1 ASSUMPTIONS

a) Deleted.

b) Waste returned to the DST system from the LAWPS filtration system is assumed to contain up to 10 wt% insoluble solids.

c) The LAWPS will be designed for continuous (i.e. 24 hour per day/7 day per week) operation.

d) Deleted.

6.2 DEFINITIONS

Availability: Availability is the proportion of time a system is in functioning condition. Availability of an individual component is generally calculated by:

��

=��

�� + ��

The System/Plant Availability can be calculated by:

�� =�� (�� /��)

�� (�� /��)

where: Annual Design Processing Rate (MT Na/yr) = Annual processing rate, measured in MT Na per year, is what the system has been designed to achieve.

Average Annual Processing Rate (MT Na/yr) = Average annual processing rate, measured in MT Na per year, is what the system can achieve taking into consideration equipment downtime and other losses.

Design Life: The intended normal and reliable life of SSCs.

High-dose Configuration: The waste transfer and processing equipment (piping, valves, instruments, etc.) that typically requires the use of jumpers and remotely-controlled tools for maintenance because of the potential for high radiation doses to workers.

Low-dose Configuration: The waste transfer equipment (piping, valves, instruments, etc.) on which workers can perform hands-on maintenance. Flanged connections can be used in this instance, since the use of remote tools is not required.

Mission: The transformation of a set of unacceptable initial conditions to acceptable final conditions.

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Remote: Features required to service, maintain, reconfigure, or replace components in radioactive systems.

Reliability: The probability of a system or component to perform a required function under stated conditions for a specified period of time.

Requirement ID: It is recommended that requirements be uniquely numbered as a standard practice which makes referring to them easier. Unique identification is required if using in a database format which may become desirable for some projects.

Requirement source: Source document(s) of the requirement.

Requirement text: Extract of the text of the requirement. Include a description of any design assumptions made for this requirement.

WTP LAW Facility: A facility which immobilizes low activity waste received from the LAWPSand the WTP Pretreatment facility.

6.3 LIST OF ACRONYMS

ACI American Concrete InstituteACGIH American Conference of Governmental Industrial HygienistsAISC American Institute of Steel ConstructionALARA as low as reasonably achievableANSI American National Standards InstituteAPI American Petroleum InstituteASHRAE American Society of Heating, Refrigeration and Air ConditioningASME American Society of Mechanical EngineersASTM American Society for Testing and MaterialsAWS American Welding SocietyCMAA Crane Manufacturers Association of AmericaCFR Code of Federal RegulationsCOR Code of RecordCs CesiumD&D decontamination and decommissioningDOE U.S. Department of EnergyDOH/WSDOH Washington State Department of HealthDQO data quality objectives DST double-shell tankFPE fire protection engineerHEPA high efficiency particulate airHLAN Hanford Local Area NetworkHLW high-level wasteHVAC heating, ventilation, and air conditioningIBC International Building Code®ICD Interface Control DocumentIES Illuminating Engineering Society of North America

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ILAW immobilized low-activity wasteIX ion exchangeISA Instrumentation, Systems, and Automation SocietyLAW low-activity wasteLAWPS Low Activity Waste Pretreatment SystemLOSS large onsite waste systemMSA Mission Support Allegiance, LLCNACE National Association of Corrosion EngineersNDC NPH Design Category NEMA National Electrical Manufacturers’ AssociationNIST National Institute of Standards and TechnologyNFPA National Fire Protection AssociationORP U.S. Department of Energy, Office of River ProtectionRCRA Resource Conservation and Recovery Act of 1976RCW Revised Code of WashingtonRPP River Protection ProjectSEPA State and Environmental Policy ActSIS safety instrumented systemsRF spherical resorcinol-formaldehydeSSCs structures, systems and componentsSWOC Solid Waste Operations ComplexTBD to be determinedTBR to be refinedTFLAN Tank Farm Local Area NetworkTFMCS Tank Farms Monitoring and Control SystemTFSPS Tank Farm Safety Programmable SystemUL Underwriters LaboratoriesUSC U.S. CodeWAC Washington Administrative CodeWRPS Washington River Protection Solutions, LLCWSDOT Washington State Department of TransportationWTP Waste Treatment and Immobilization Plant

6.4 REFERENCES

CORR-2013-00194, 13-WSC-0019, 2013, “Contract No. DE-AC27-08RV14800 - Request for Proposal – Direct Feed of the Low-Activity Waste (DFLAW) Facility,” (external letter from S.E. Bechtol and K.W. Smith to L.D. Olson, November 6), U.S. Department of Energy, Office of River Protection, Richland, Washington.

DOE/ORP 2003 02, Environmental Impact Statement for Retrieval, Treatment, and Disposal of Tank Waste and Closure of the Single Shell Tanks at the Hanford Site, Richland WA, Inventory and Source Term Data Package.

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Hader, W.E. and K.W. Smith, 2016, “Contract No. DE-AC27-08RV14800 – Approval of Washington River Protection Solutions LLC Request to Continue to Use the Currently Implemented Industry Standard ANSI/ISA-84.00.01-2004 in Lieu of DOE-STD-1195 for the Low Activity Waste Pretreatments System Project” (external letter 15-NSD-0033 to M. Lindholm, Washington River Protection Solutions, LLC, February 17), U.S. Department of Energy Office of River Protection, Richland, Washington.

Pfaff, S.H, 2014, “Contract Number DE-AC27-08RV14800 – Modifications to Direct Feed Low-Activity Waste Customer Expectations Document,” (external letter 14-WSC-0038 to C.A. Simpson, Washington River Protection Solutions, LLC, September 8), U.S. Department of Energy, Office of River Protection, Richland, Washington.

ORP-11242, 2014, River Protection Project System Plan), Rev. 7, U.S. Department of Energy Office of River Protection, Richland, Washington.

PNL-10173, 1994, Ammonia in Simulated Hanford Double-Shell Tank Wastes: Solubility and Effects on Surface Tension, Rev. 0, Pacific Northwest Laboratory, Richland, Washington.

PNNL-20646, 2011, Hanford Waste Physical and Rheological Properties: Data and Gaps, Rev. 0, Pacific Northwest National Laboratory, Richland, Washington.

RPP-RPT-46618, 2011, Hanford Waste Mineralogy Reference Report, Rev. 2, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-RPT-48605, 2011, Completed and Recommended Testing to Support Small Column Ion Exchange Design and Operation with Spherical Resorcinol Formaldehyde, Rev. 0, Washington River Protection Solutions, LLC, Richland, Washington

RPP-5346, 2002, Waste Feed Delivery Transfer System Analysis, Rev. 2, CH2M HILL Hanford Group, Inc., Richland, Washington.

RPP-RPT-58066, 2014, Low-Activity Waste Pretreatment System Alternatives Analyses Summary, Rev. 1, Washington River Protection Solutions, LLC, Richland, Washington

RPP-RPT-58445, 2016, Basis for Sodium, Potassium, and Cesium Values Used in the Design of LAWPS Ion Exchange System, Rev. 3, Washington River Protection Solution, LLC, Richland, Washington.

RPP-RPT-58509,2015, Solids Properties in Tank Waste for the Low Activity Waste Pretreatment System Feed, Rev. 0, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-RPT-58649, 2016, Waste Acceptance Criteria for the Low Activity Waste Pretreatment System, Rev. 1, Washington River Protection Solutions, LLC, Richland, Washington.

RPP-RPT-59659, 2016, Waste Characteristics for Inclusion in RPP-SPEC-56967, Project T5L01 Low Activity Waste Pretreatment System Specification, Rev. 2, Washington River Protection Solutions, LLC, Richland, Washington.

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TFC-ENG-DESIGN-C-01, 2012, “Development of System and Subsystem Specifications,”Rev. B 16, Washington River Protection Solutions LLC, Richland, Washington.

WTP-RPT-214, Ion Exchange Kinetics Testing with SRF Resin, Rev. 0, Pacific Northwest National Laboratory, Richland, Washington.

WRPS-1402857, 2014, “Preliminary Sample Size for the Cs Product, and Treated Lag Storage Vessel”, (internal memo from J.G. Reynolds to C.J. Winkler, July 15), Washington River Protection Solutions, LLC, Richland, Washington

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