Design Requirements Compliance MatrixRequirement Source Requirement Text Were These Requirement Met?...

HNF-RPT-63121Revision 0

Design Requirements Compliance Matrix Project L-850 Replace Sanitary Water Storage Tank & SanitaryWater Distribution Pumps

Prepared for the U.S. Department of EnergyAssistant Secretary for Environmental Management

Contractor for the U.S. Department of Energyunder Contract DE-AC06-09RL14728

P.O. Box 650 Richland, Washington 99352

Approved for Public Release; Further Dissemination Unlimited


EDC#: ECR-19-000251

Design Requirements Compliance Matrix Project L-850 Replace Sanitary Water Storage Tank & Sanitary Water Distribution Pumps

Project No: L-850 Document Type: RPT

R. HaginsTerra Graphics Engineering

Date PublishedFebruary 2019

Prepared for the U.S. Department of EnergyAssistant Secretary for Environmental Management

Contractor for the U.S. Department of Energyunder Contract DE-AC06-09RL14728

P.O. Box 650 Richland, Washington 99352

Release Approval Date Release Stamp

Approved for Public Release; Further Dissemination Unlimited

By Janis D. Aardal at 8:39 am, May 02, 2019

May 02, 2019DATE:


TRADEMARK DISCLAIMERReference herein to any specific commercial product, process, or service bytradename, trademark, manufacturer, or otherwise, does not necessarilyconstitute or imply its endorsement, recommendation, or favoring by theUnited States Government or any agency thereof or its contractors orsubcontractors.

This report has been reproduced from the best available copy.

Printed in the United States of America

Total pages: 31

of 1

sf/ck per telecon 5/2/19

DESIGN REQUIREMENTS COMPLIANCE MATRIX

PROJECT L-850 REPLACE SANITARY WATER STORAGE TANK & SANITARY

WATER DISTRIBUTION PUMPS

Document No. HNF-RPT-63121 Revision 0

February 2019

Prepared for: Mission Support Alliance, LLC

P.O. Box 650 Richland, WA 99352

Subcontract No. 66622

Prepared by: TerraGraphics Environmental Engineering, Inc.

428 W. Shoshone St. Pasco, WA 99301

www.terragraphics.com

Project L-850 Design Requirements Compliance Matrix HNF-RPT-63121, Revision 0

iii

Record of Revision

Revision Date Pages/Sections

Changed Brief Description

0 02/2019 N/A Initial Release


iv

Table of Contents

1.0 INTRODUCTION ...............................................................................................................1

2.0 SCOPE .................................................................................................................................1

3.0 METHODOLOGY ..............................................................................................................1

Appendices

Appendix A

Design Requirements Compliance Matrix


1

1.0 INTRODUCTION

Project L-850 will design and install a 1.31-million-gallon sanitary water storage tank and four new sanitary water distribution pumps in the 200 West area. In addition, this project shall serve as the chlorine contact chamber and with associated baffle structures will complete water treatment process for L-897, CPWTF (by others). It will also include a recirculation system complying with the Washington Department of Health’s tank turn-over requirements and tank heating.

2.0 SCOPE

The objective of this document is to provide a Design Requirements Compliance Matrix (DRCM) to demonstrate compliance to the applicable requirements contained in HNF-FRDC-62005 Rev. 0, “Projects L-849 and L-850, Replacement of the 200E and 200W Potable Water Tanks - Functional Requirements and Design Criteria.” This document is intended to be used as a compliance verification tool and does not contain any new design data.

Note: The applicable requirements in the Statement of work, Design Services for Project L-850, 1.31 Million Gallon Potable Water Storage Tank,” are captured by HNF-FRDC-62005 and the contractual agreements set forth during the bidding, proposal, and awarding of work processes.

3.0 METHODOLOGY

A review of the referenced requirements documents for the design, installation, and commissioning of the sanitary water storage tank and distribution pumps was completed. The associated requirements are included in Appendix A. A cross-reference to the specific design documents or design features that establish compliance with the requirement is included to establish that the specific requirement has been met.


A-1

APPENDIX A

DESIGN REQUIREMENTS COMPLIANCE MATRIX


A-2

Project L-850 – Replace Sanitary Water Storage Tank & Sanitary Water Distribution Pumps Design Requirements Compliance Matrix

Req ID

Requirement Source Requirement Text Were These

Requirement Met? How the requirements (or assumptions) were met with reference to where evidence is found in design output document OR explanation why the item is N/A

Yes No N/A

HNF-FRDC-62005, 1.2 Scope, Mission, and Justification

A1 HNF-FRDC-62005, 1.2 The total volume of the tanks will be increased to a minimum of 1.31 MG in each tank.

X

The tank volume has been designed to have a minimum operating value of 1.31 million gallons.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 1.1.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.1.

HNF-FRDC-62005, 1.2.2 Project L-850

A2 HNF-FRDC-62005, 1.2.2 Project L-850 will design and construct one (1) minimum total volume 1.31 MG PW storage tank to replace the existing tank, 283WA in 200W.

X

The new tank has been designed to have a minimum operating value of 1.31 million gallons and will replace the existing 283WA tank.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 1.1.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.1.

A3 HNF-FRDC-62005, 1.2.2 This new tank will function for both storage and contact time chamber.

X

The new tank has been designed to function as both a storage and contact time chamber.

1. HNF-CALC-63018, Contact Time for 1.31 Million Gallon Sanitary Water Tank.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.

A4 HNF-FRDC-62005, 1.2.2 Project L-850 removes existing RW booster pumps and associated electrical and adds new SW pumps and associated electrical for pressurizing the SW grid as well as a tank recirculation pump.

X

The existing RW booster pumps and associated electrical, will be removed and replaced by new SW pumps and associated electrical for pressurizing the SW grid. The tank recirculation pump will be removed and replaced as well. Refer to H-2-837893, SH 1, for all electrical and all mechanical drawings.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. ECR-18-001901, Mechanical Facility Modification Package.3. ECR-18-001902, Electrical Facility Modification Package.4. H-2-837893 SH 1, SW Tank Replacement Title Sheet Drawing & Document List.


A-3


Req ID



Yes No N/A

A5 HNF-FRDC-62005, 1.2.2 The new pumps are to be installed in the existing 200W pump house, 282WC, and will be designed to maintain current SW system pumping capacity (pressure and flow).

X

The new SW distribution pumps have been designed to maintain current SW system pumping capacity (pressure and flow) while utilizing variable speed to reduce energy consumption during low water demand periods.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps.3. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.7. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.

A6 HNF-FRDC-62005, 1.2.2 Piping reconfiguration will be required to allow the new SW distribution pumps in 200W to draw from the new tank.

X

Piping has been reconfigured to allow the new SW distribution pumps in 200W to draw from the new tank.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.02.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.

HNF-FRDC-62005, 1.3, Site Location

A7 HNF-FRDC-62005, 1.3 Project L-850 will be located in proximity to the existing water tank, 283WA, in the 200W.

X

Project L-850 is located in proximity to the existing water tank, 283WA, in the 200W.

1. H-2-837898, SH 1, SW Tank Replacement Civil Site Utility Plan.

A8 HNF-FRDC-62005, 1.3 The new SW distribution pumps will be installed in existing pump houses 282WC and 282EC which presently house inactive RW booster pumps and an active fire pump.

X

The new SW distribution pumps are installed in the 282WC pump house.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. H-2-837913, SH 1, SW Tank Replacement Mechanical Pumphouse Plan.


A-4


Req ID



Yes No N/A

HNF-FRDC-62005, 2.0, Functional Requirements HNF-FRDC-62005, 2.1, Process, Production Requirements

A9 HNF-FRDC-62005, 2.1 The function of the tank provided under Project L-849 and L-850 shall be able to store potable water (PW) for fire suppression and PW hotel loads.

X

The tank has been designed to store potable water (PW) for fire suppression and PW hotel loads.

1. HNF-RPT-63120 Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.

A10 HNF-FRDC-62005, 2.1 The tank under Project L-850 shall serve as the contact time chamber for the new Central Plateau Water Treatment Facility (CPWTF).

X

The tank has been designed to serve as the contact time chamber for the new Central Plateau Water Treatment Facility.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. HNF-CALC-63018, Contact Time for 1.31 Million Gallon Sanitary Water Tank.

A11 HNF-FRDC-62005, 2.1 Both projects shall provide new sanitary water (SW) distribution pumps and recirculation pumps.

X

New sanitary water distribution and recirculation pumps will replace the existing pumps.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps. 3. HNF-SPEC-63117, Procurement Specification for L-850 Sanitary Water Tank CirculationPump.4. ECR-18-001901, Mechanical Facility Modification Package.5. H-2-837909 SH 1, SW Tank Replacement Mechanical Process Flow Diagram.

HNF-FRDC-62005, 2.2, Operational Effectiveness Requirements

A12 HNF-FRDC-62005, 2.2 The SW storage system must be operationally effective 24 hours a day, 365 days a year.

X

The new SW storage system has been designed to tie in and operate the same as the existing systems. In addition, there are redundant pumps, pipelines, and system bypasses to allow for continued operation.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Sections 2 and 3.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.


A-5


Req ID



Yes No N/A

HNF-FRDC-62005, 2.3, Preferred Technology

A13 HNF-FRDC-62005, 2.3 Technology such as variable frequency drives and pumps that reduce energy consumption shall be considered.

X

Variable frequency drives and high efficiency pumps have been selected.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.2.2. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps.3. H-2-837933, SH 1, SW Tank Replacement Electrical Parts List and Schedule.4. H-2-837933, SH 2, SW Tank Replacement Electrical Elevations.

A14 HNF-FRDC-62005, 2.3 If required, cathodic protection systems shall be designed with a suspension system that accounts for all possible loads.

X

A cathodic protection system is not required with the tank and coating system specified; however, a passive cathodic protection has been incorporated in the design of the tank. The anodes are not suspended but sit on the tank floor.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.1.

A15 HNF-FRDC-62005, 2.3 Technology that may remove disinfection byproducts and mitigate future corrosion above the waterline to extend tank life shall be considered.

X

Technologies such as mixers and bubblers were considered to assist in the removal of disinfection byproducts, however, with the baffling required in the Project L-850 tank and the constant water turnover that will occur during normal operation, these additional technologies were not required. In addition, the tank material was selected to mitigate corrosion (i.e., bolted epoxy coated tank with and aluminum dome roof).

1. 66621-RPT-002, Materials for Construction Evaluation.2. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank.

A16 HNF-FRDC-62005, 2.3 Level sensors shall be utilized to continuously monitor tank volume.

X

Level sensors will be utilized to continuously monitor tank volume.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 3.7.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.3. H-2-837910 SH 1, SW Tank Replacement Mechanical P&ID.


A-6


Req ID



Yes No N/A

HNF-FRDC-62005, 2.4, Materials of Construction

A17 HNF-FRDC-62005, 2.4 The Architectural/Engineering Firm (A/E) shall evaluate the following materials for construction of the tanks:

- Carbon Steel- Pre-stressed concrete- Stainless steel

Note: For each material listed, consider the option of an aluminum dome roof per AWWA D108.

X

The tank material was evaluated per MSA requirements.

1. 66621-RPT-002, Materials for Construction Evaluation.

A18 HNF-FRDC-62005, 2.4 The A/E shall provide a technical evaluation of each material taking into consideration:

- Capital costs and schedule durations for design, construction, and commissioning

- 50-year design life

- Operations and Maintenancei. Accessibilityii. Maintainabilityiii. Reliabilityiv. Serviceabilityv. Water Quality

- Cost Effectivenessi. Life-cycle Costii. Breakeven Cost

- Constructability

Note: Although draining the tanks will be required for maintenance purposes, this removes the tanks from service and is therefore undesirable. Material consideration should include design features (stairs, hatches, manholes, etc.) for optimizing maintenance.

X




A-7


Req ID



Yes No N/A

HNF-FRDC-62005, 2.7, Design Life

A19 HNF-FRDC-62005, 2.7 All design disciplines shall review applicable codes to ensure facility design and material selections will meet the International Building Code (IBC), Risk Category IV "Essential Facility" safety, functionality, longevity, and operational obligations to meet a 50-year operational life to support the current Hanford Site Cleanup Mission Schedule.

X

The tank system selected was based on meeting the 50-year operation life. In addition, applicable structural analyses are based on the system being a Risk Category IV, “Essential Facility.”

1. 66621-RPT-002, Materials for Construction Evaluation, Section 3.2.2. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 1.6.3.3. HNF-CALC-63019, Electrical Cabinet Anchorage, B-Line Rack, and Supporting ConcretePad.4. HNF-CALC-63020, Pipe Support Framing.

A20 HNF-FRDC-62005, 2.7 Ease of replacement shall be considered for equipment and systems when a 50-year life is not practical.

X

All new equipment is readily assessable for ease of maintenance and replacement if required.

1. H-2-837913, SH 1, SW Tank Replacement Mechanical Pumphouse Plan.

HNF-FRDC-62005, 2.9, Health, Safety, and Environment HNF-FRDC-62005, 2.9.1, Radiological Control A21 HNF-FRDC-62005, 2.9.1 Construction will follow all applicable Radiological Control processes and

procedures.

X

Pre-installation and Plan-of-the-Day Meetings are required to ensure all applicable processes and procedures are followed.

1. HNF-SPEC-63124, Project L-850 – Replace Sanitary Water Storage Tank & SanitaryWater Distribution Pumps - Construction Specification, Section 01 31 19, “ProjectMeetings.”

HNF-FRDC-62005, 2.9.3, Industrial Safety

A22 HNF-FRDC-62005, 2.9.3 Safety should be a consideration in all aspects of the design, construction, and operation of the new storage tanks and distribution pumps.

X

Safety has been considered in all aspects of the design, construction, and operation of the new storage tank and distribution pumps.

1. HNF-SPEC-63124, Project L-850 – Replace Sanitary Water Storage Tank & SanitaryWater Distribution Pumps - Construction Specification.

A23 HNF-FRDC-62005, 2.9.3 The Project shall follow all core functions and guiding principles of the Integrated Safety Management System (ISMS) and industry best practices.

X

The design of the new SW system considered ISMS and industry best practices.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Sections 2 and 3.

HNF-FRDC-62005, 2.9.4, Environmental A24 HNF-FRDC-62005, 2.9.4 The design shall consider environmental and cultural aspects primarily related to the

National Environmental Policy Act (NEPA) process and the National Historic Preservation Act (NHPA). X

The design does not involve NEPA or NHPA aspects.


A-8


Req ID



Yes No N/A

A25 HNF-FRDC-62005, 2.9.4 The project design shall minimize the hazardous and non-hazardous waste generation and the use of hazardous materials during construction, operation, and closure.

X

No hazardous waste systems are included in the design. Construction waste will be controlled as required in the applicable section of the Construction Specification.

1. HNF-SPEC-63124, Project L-850 – Replace Sanitary Water Storage Tank & SanitaryWater Distribution Pumps - Construction Specification.

A26 HNF-FRDC-62005, 2.9.4 All work shall be performed safely, in a manner that ensures adequate protection for employees, the public, and the environment as described in MSC-RD-EI-15332, Environmental Protection Requirements, and in conjunction with MSC-PRO-EI-15333, Environmental Protection Process. X



HNF-FRDC-62005, 2.9.5, Waste Management A27 HNF-FRDC-62005, 2.9.5 Waste will be managed in accordance with the Hanford Site and MSA specific

procedures.

X



A28 HNF-FRDC-62005, 2.9.5 If during the course of construction, the project generates onsite related construction waste, this waste material shall be disposed of onsite per applicable requirements for inert waste or disposed of offsite after radiological release.

X



A29 HNF-FRDC-62005, 2.9.5 Recycling and/or re-use of materials generated during this project must be considered.

X



A30 HNF-FRDC-62005, 2.9.5 All Subcontractor related products and materials, hazardous or non-hazardous, must be removed from the job site upon completion of the work in accordance with proper waste disposal methods.

X




A-9


Req ID



Yes No N/A

HNF-FRDC-62005, 3.2, Physical and System Interfaces

HNF-FRDC-62005, 3.2.1, Interrelationship with Other Processes

A31 HNF-FRDC-62005, 3.2.1 The L-850 tank shall also fulfill the required contact time (CT) for the new CPWTF per WAC-246-290.

X

A calculation has been performed to ensure the new tank has fulfilled the required contact time for the new CPWTF per WAC-246-290.

1. HNF-CALC-63018, Contact Time for 1.31 Million Gallon Sanitary Water Tank.

A32 HNF-FRDC-62005, 3.2.1 Baffling inside the tank will be used to achieve adequate chlorine disinfection CT, and it will be designed to withstand up to 6,000 GPM flowing through the tank based on the CT calculated in MSA-ENG-60572, Hanford Water Treatment Plant Contact Time Calculation for the 1.1 Million Gallon Sanitary Water Tanks. X

A calculation which includes the use of baffling has been performed to ensure the new tank has fulfilled the required contact time. The tank has also been designed to withstand up to 6,000 GPM flowing through the tank.

1. HNF-CALC-63018, Contact Time for 1.31 Million Gallon Sanitary Water Tank.2. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 3.6.

A33 HNF-FRDC-62005, 3.2.1 Connections to Treated Effluent Disposal Facility (TEDF) and the 282W RW reservoir will be required to dispose of the operational test water produced by the CPWTF, as well as water required for flushing the piping associated with piping installed under any of the three (3) projects (L-849, L-850, and L-897) and water used to flush the new storage tanks.

X

Overflow piping has been extended to the RW reservoir but the TEDF connection has since been dismissed per MSA request.

1. H-2-837909, SH 1, SW Tank Replacement Mechanical Process Flow Diagram.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.

A34 HNF-FRDC-62005, 3.2.1 As the projects move from construction to operations, a permanent connection to TEDF will be required for future maintenance activities that require tank flushing.

X

The TEDF connection has since been dismissed per MSA request.


HNF-FRDC-62005, 3.2.2, Interrelationship with Other Facilities

A35 HNF-FRDC-62005, 3.2.2 The new minimum 1.31 MG storage tanks will initially receive PW from the existing 283W WTF.

X

The new tank will receive PW from the existing 283W WTF until the new CPWTF has been commissioned. The new tank will then supply the west grid.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. H-2-837909, SH 1, SW Tank Replacement Mechanical Process Flow Diagram.3. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.

A36 HNF-FRDC-62005, 3.2.2 The new distribution pumps will be installed in 282EC and 282WC in place of inactive RW booster pumps.

X

The existing RW booster pumps will be removed and replaced by new SW pumps.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. ECR-18-001901, Mechanical Facility Modification Package.


A-10


Req ID



Yes No N/A

HNF-FRDC-62005, 3.2.3, Interrelationship with Other Systems

HNF-FRDC-62005, 3.2.3 The new storage tanks will interface with the following systems:

A37 HNF-FRDC-62005, 3.2.3 The PW to the L-850 200W tank will be supplied directly from the new CPWTF under Project L-897. The PW to the L-849 200E tank will be supplied by the new PW distribution pumps in 200W. X

The 200W tank is supplied directly from the new CPWTF. The 200E tank is supplied by the new PW distribution pumps in 200W.

1. H-2-837909, SH 1, SW Tank Replacement Mechanical Process Flow Diagram.

A38 HNF-FRDC-62005, 3.2.3 Integrated instrumentation and controls will be required to communicate with the new CPWTF.

X

The control system (PLC) interfaces with the WLAN network via the network node located in the 282WC Electrical Room. The PLC is connected to this network node via an ethernet switch.

1. H-2-837953, SH 1, SW Replacement Instrumentation PLC Panel Layout.2. H-2-837953, SH 2, SW Replacement Instrumentation PLC Panel Layout.3. ECR-18-001902, Project L-850 – 1.31 MG Potable Water Storage Tank - Electrical &Instrumentation Drawing Modifications.

A39 HNF-FRDC-62005, 3.2.3 The new PW distribution pumps will be located in existing pump houses, 282WC and 282EC.

X

The new SW distribution pumps are installed in the 282WC pump house.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.02. H-2-837913, SH 1, SW Tank Replacement Mechanical Pumphouse Plan.

HNF-FRDC-62005, 3.2.4, Interrelationship with Other Projects

A40 HNF-FRDC-62005, 3.2.4 The storage tank provided by L-850 will serve as the clear well for the CPWTF and its distribution pumps will provide the motive force to pump the filtrate into the SW distribution system. X

The 283WG tank serves as the clear well for the CPWTF and its distribution pumps provide the motive force to pump the filtrate into the SW distribution system.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0 & Section 3.1.2.

HNF-FRDC-62005, 3.3, Design Assumptions

A41 HNF-FRDC-62005, 3.3 Project L-850 will provide SW and FSS water, serve as the CPWTF clear well, provide new SW distribution pumps, and a recirculation pump.

X

Project L-850 provides SW and FSS water, serves as the CPWTF clearwell, provides new SW distribution pumps, and a recirculation pump.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.

A42 HNF-FRDC-62005, 3.3 Pending a NEPA review, the tanks will be approximately located in the conceptual locations illustrated in Figures 1 and 2 in Section 1.3. X

Project L-850 is located in proximity to the existing water tank, 283WA, in the 200W.



A-11


Req ID



Yes No N/A

A43 HNF-FRDC-62005, 3.3 Level sensors, or equivalent, will be used to administratively control and monitor tank volume.

X

The water level in the tank is controlled by pressure transmitters that communicate with the PLC.


A44 HNF-FRDC-62005, 3.3 Existing system (EW and SW) electrical components shall not be upgraded or replaced other than for tie-in or connection points directly related to the new tanks and SW pumps.

X

The existing electrical distribution system for Building 282WC and its capability to handle these new loads after the existing Raw Water loads are removed was performed. The conclusion was that the existing distribution has the capacity to handle current loads plus the new SW loads

1. HNF-CALC-62731, Electrical Power Distribution Study for Building 282WC.2. H-2-837933 SH 1, SW, Tank Replacement Electrical Parts List and Schedule.3. H-2-837933 SH 2, SW, Tank Replacement Electrical Elevations.4. ECR-18-001902, Project L-850 – 1.31MG Potable Water Storage Tank - Electrical &Instrumentation Drawing Modifications.

A45 HNF-FRDC-62005, 3.3 The new SW distribution pumps will be capable of maintaining current SW system pumping capacity (pressure and flow) while utilizing variable speed to reduce energy consumption during low water demand periods.

X

The new SW distribution pumps have been designed to maintain current SW system pumping capacity (pressure and flow) while utilizing variable speed to reduce energy consumption during low water demand periods.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910 SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910 SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910 SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910 SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910 SH 5, SW Tank Replacement Mechanical P&ID.

HNF-FRDC-62005, 3.4, Design Constraints

A46 HNF-FRDC-62005, 3.4 The new CPWTF proposed location is within the 200W RCA. The replacement tank for 283WA must be in its vicinity.

X

Project L-850 is located in proximity to the existing water tank, 283WA, the CPWTF in the 200W.



A-12


Req ID



Yes No N/A

A47 HNF-FRDC-62005, 3.4 The existing SW pipeline shall be protected from heavy surcharge traffic loads which might disrupt or damage the pipeline. It is the intent of the Projects to leave the existing SW line in service during installation of the new pipeline from the new water storage tanks. X


1. HNF-SPEC-63124, Project L-850 - Replace Sanitary Water Storage Tank & SanitaryWater Distribution Pumps – Construction Specification, Section 01 31 19, “ProjectMeetings.”

A48 HNF-FRDC-62005, 3.4 Tank level sensors are to be used to administratively segregate FSS from SW.

X

The water level in the tank is controlled by pressure transmitters that communicate with the PLC. The PLC can be used to administratively segregate FSS from SW.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.

A49 HNF-FRDC-62005, 3.4 During commissioning of the tanks and the new CPWTF, tie-ins with isolation valves will be required with the old tanks and the existing CPWTF.

X

The new SW system includes isolation valves so that the existing system can continue to operate during commissioning activities.


A50 HNF-FRDC-62005, 3.4 The fire pumps located in 282EC and 282WC will need a constant water supply.

X

The new tank will receive PW from the existing 283W WTF until the new CPWTF has been commissioned. The new tank will then supply the west grid.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.2. H-2-837909, SH 1, SW Tank Replacement Mechanical Process Flow Diagram.

A51 HNF-FRDC-62005, 3.4 Connections to TEDF and the 282W RW reservoir will be required for operational flexibility while managing the initial CPWTF water production prior to its WDOH approval as PW. X

Overflow piping has been extended to the RW reservoir but the TEDF connection has since been dismissed per MSA request.



A-13


Req ID



Yes No N/A

HNF-FRDC-62005, 4.0, Design Criteria

HNF-FRDC-62005, 4.1.1, General Criteria

HNF-FRDC-62005, 4.1.1, Design Specific Quality Assurance Requirements

A52 HNF-FRDC-62005, 4.1.1 The new tanks shall be designed, built, and operated as a "Critical and Essential Facility" in accordance with IBC, American Society of Civil Engineers (ASCE), and Federal Emergency Management Agency (FEMA) as defined in Section 4.3. X

The new L-850 water tank successfully meets the “Critical and Essential Facility” requirements.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 1.5.3.

A53 HNF-FRDC-62005, 4.1.1 The tanks and distribution pumps shall be rated as General Service Quality Level 3 (QL-3), and Performance Category 1 (PC-1) in accordance with MSC-PRO-QA-259, Graded Approach, and MSC-PLN-Q-599, Quality Assurance Program Description.

X

The tank and distribution systems are designed and procured using national codes and standard commercial practices.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Sections 2 and 3.2. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank.3. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps.

A54 HNF-FRDC-62005, 4.1.1 The A/E shall maintain and implement a Quality Program to the extent applicable to the scope of work. Documentation of the A/E’s Quality Program shall remain current and on record with MSA’s Project Quality Engineering Organization. X

This was met as part of the contractual agreements set forth during the bidding, proposal, and awarding of this scope of work.

HNF-FRDC-62005, 4.1.2, Additional Evaluations

A55 HNF-FRDC-62005, 4.1.2 The A/E shall perform a technical evaluation of the tank material in accordance with the criteria provided in Section 2.4.

X



HNF-FRDC-62005, 4.1.3, Requirements for Flexibility and Future Expansion

A56 HNF-FRDC-62005 4.1.3 The tank size shall also align with the WAC requirements for CT in accordance with WAC-246-290.

X

A calculation has been performed to ensure the WAC requirements for contact time is in accordance with WAC-246-290.

1. HNF-CALC-63018, Disinfection Effectiveness for 1.31 Million Gallon Sanitary WaterTank.


A-14


Req ID



Yes No N/A

HNF-FRDC-62005, 4.1.4, Verification and Validation Strategy

A57 HNF-FRDC-62005, 4.1.4 Design verification shall be performed in accordance with MSC-PRO-EN-8336, Design Verification.

TBD

Design verification was performed.

1. Design Verification Report – TBD (Report number to be added at 100%).

HNF-FRDC-62005, 4.1.5, Approach to Natural Phenomenon

A58 HNF-FRDC-62005, 4.1.5 Natural Phenomenon Hazards will be analyzed in accordance with DOE-STD-1020-2012, Natural Phenomenon Hazards Analysis and Design Criteria for Department of Energy (DOE) Facilities, and HNF-SD-GN-ER501, Natural Phenomena Hazards Hanford Site, Washington.

X

Structural analyses evaluate natural phenomenon is accordance with standards through the use of MSC-STD-ENG-PRO-097, MSC Engineering Design Codes, Standards and Site Specific Design Parameters.

1. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank,Section 1.6.3.2. HNF-CALC-63019, Electrical Cabinet Anchorage, B-Line Rack, and Supporting ConcretePad.3. HNF-CALC-63020, Pipe Support Framing.

HNF-FRDC-62005, 4.1.6, System Status Indicators

A59 HNF-FRDC-62005, 4.1.6 Lack of a separate FSS header will require tank level sensors to communicate when fire suppression reserve has been reached in addition to minimum High-Low, and Low-Low status.

X

Tank level is controlled and monitored by PLC and the FSS inventory is controlled administratively.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.

A60 HNF-FRDC-62005, 4.1.6 Distribution system pressure, pump speeds and flow rate will also be monitored.

X

Distribution system pressure, pump speeds and flow rate are controlled and monitored by PLC.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.7. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.


A-15


Req ID



Yes No N/A

A61 HNF-FRDC-62005, 4.1.6 All status parameters will be integrated into Wonderware1 on Water Utilities’ Local Area Network (WLAN).

X

HMI programming requires use of Wonderware industrial software for operator interface with the SW PLC.

1. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.

HNF-FRDC-62005, 4.1.7, Fire Protection, Fire Detection, and Fire Suppression Requirements

A62 HNF-FRDC-62005, 4.1.7 Fire protection, detection, and suppression shall be designed to comply with the DOE requirements, codes, and standards as listed in Section 5.0. Guidance of FM Global Loss Prevention Data Sheet 3-2 should be considered as a best practice as reference by DOE-STD-1066-2012.

X

The new L-850 water tank requires the Tank Supplier to use FMDS 3-2 for guidance.


HNF-FRDC-62005, 4.3, Facility Criteria

A63 HNF-FRDC-62005, 4.3 The new L-849 and L-850 tanks will require the completed tanks to successfully meet the “Critical and Essential Facility” requirements as described in the following National Consensus Standards: X

The new L-850 water tank successfully meets the “Critical and Essential Facility” requirements.


A64 HNF-FRDC-62005, 4.3 • IBC, Chapter 16, Section 1604.5 Risk Category, Table 1604.5 Risk Category ofBuildings and Other Structures, Risk Category IV, Buildings and Other StructuresDesignated as Essential Facilities

X

Tank has been designed to meet the IBC, Chapter 16, Section 1604.5 Risk Category, Table 1604.5, Risk Category of Buildings and Other Structures, Risk Category IV, Buildings and Other Structures Designated as Essential Facilities requirement.


A65 HNF-FRDC-62005, 4.3 • ASCE, see Section 1.0, page 4, Table 1.5-1 Risk Category of Buildings and OtherStructures for Flood, Wind, Snow, Earthquake, and Ice Loads, Risk Category,Category IV, Buildings and Other Structures Designated as Essential Facilities.

X

Tank has been designed to meet the ASCE, Section 1.0, page 4, Table 1.5-1 Risk Category of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and Ice Loads, Risk Category, Category IV, Buildings and Other Structures Designated as Essential Facilities requirement.


1 Wonderware is a registered trademark of Schneider Electric Software, LLC, Lake Forest, Massachusetts.


A-16


Req ID



Yes No N/A

A66 HNF-FRDC-62005, 4.3 • FEMA’s National Disaster Recovery Framework, (FEMA 2011), Pre, Post Disasterand Steady State Roles addressing critical facilities and Risk Category III and IVstructures (p 40).

X

Tank has been designed to meet the FEMA’s National Disaster Recovery Framework, (FEMA 2011), Pre, Post Disaster and Steady State Roles addressing critical facilities and Risk Category III and IV structures (p 40) requirement.


HNF-FRDC-62005, 4.3.1, Architectural and Civil/Structural A67 HNF-FRDC-62005, 4.3.1 The water storage tanks will have a concrete foundation per American Concrete

Institute (ACI) 318 and AWWA D100, Section 12.6, Foundations for Ground-Supported Flat-Bottom Tanks. X

AWWA D100 is a set of guidelines for the construction of welded steel water tanks, while a factory-coated bolted carbon steel tank has been chosen.

The tank supplier will be responsible for the final design and engineering analyses of the foundation.

HNF-FRDC-62005, 4.3.2, Heating, Ventilation, and Air Conditioning

A68 HNF-FRDC-62005, 4.3.2 The water storage tanks will be vented according to AWWA D100, Section 5.5.

X

AWWA D100 is a set of guidelines for the construction of welded steel water tanks, while a factory-coated bolted carbon steel tank has been chosen. The new tank is required to be vented per AWWA D103.

A69 HNF-FRDC-62005, 4.3.2 The water temperature will be maintained at a minimum of 42°F by any combination of insulation, circulation and heating.

X

The tank has been designed to operate at a minimum temperature of 42°F.

1. HNF-CALC-63022, Project L-850 Sanitary Water (SW) Tank Recirculation Loop HeaterSizing.2. HNF-CALC-63023, Recirculation Pump Sizing.3. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.4. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.

HNF-FRDC-62005, 4.3.3, Utility Requirements

A70 HNF-FRDC-62005, 4.3.3 Adequacy of electrical service shall be confirmed during design.

X

The existing electrical distribution system for Building 282WC and its capability to handle these new loads after the existing Raw Water loads are removed was performed. The conclusion was that the existing distribution has the capacity to handle current loads plus the new SW loads.

1. HNF-CALC-62731, Electrical Power Distribution Study for Building 282WC.


A-17


Req ID



Yes No N/A

HNF-FRDC-62005, 4.3.4, Maintenance

A71 HNF-FRDC-62005, 4.3.4 Reliability, availability, maintainability, and serviceability of the tanks and pumps shall be considered in all aspects of design.

X

The design and equipment arrangement and selection allow for ease of access for maintenance and service. Refer to all drawings listed on H-2-837893, SH 1.

1. Reliability Matrix L-850.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.3.ECR-18-001900, Civil and Structural Facility Modification Package.4. ECR-18-001901, Mechanical Facility Modification Package.5. ECR-18-001902, Electrical Facility Modification Package.6. H-2-837893, SH 1, SW Tank Replacement Title Sheet Drawing & Document List.

HNF-FRDC-62005, 4.3.4 Aspects to consider include, but are not limited to:

A72 HNF-FRDC-62005, 4.3.4 Systems and subsystems shall be as functionally, mechanically, electrically, and electronically independent as practical.

X

All systems are designed to function independently to the extent practical. Refer to H-2-837893, SH 1 for all electrical and all mechanical drawings.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Sections 2.0 and 3.2. H-2-837893, SH 1, SW Tank Replacement Title Sheet Drawing & Document List.

A73 HNF-FRDC-62005, 4.3.4 Reduce to a minimum the incidence of preventive and corrective maintenance.

X

Project L-850 has been designed to reduce to a minimum the incidence of preventive and corrective maintenance.

1. Reliability Matrix L-850.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.3. HNF-SPEC-63005, Procurement Specification for L-850 Sanitary Water Storage Tank.

A74 HNF-FRDC-62005, 4.3.4 Minimize maintenance complexity.

X

Project L-850 has been designed to minimize maintenance complexity by selecting standard components that are not complicated.

1. Reliability Matrix L-850.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.3. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps.


A-18


Req ID



Yes No N/A

A75 HNF-FRDC-62005, 4.3.4 Minimize the time requirements for maintenance.

X

Project L-850 has been designed to minimize the time requirements for maintenance by selecting standard components that are not complicated and are easily assessible.

1. Reliability Matrix L-850.2. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.3. H-2-837913, SH 1, SW Tank Replacement Mechanical Pumphouse Plan.

A76 HNF-FRDC-62005, 4.3.4 Minimize the equipment and tools required for maintenance.

X

Project L-850 has been designed to minimize the equipment and tools required for maintenance by selecting standard components that are not complicated and are easily assessible.


A77 HNF-FRDC-62005, 4.3.4 Minimize maintenance requiring special skills.

X

Project L-850 has been designed to minimize maintenance requiring special skills by selecting standard components that are not complicated and are easily assessible.


A78 HNF-FRDC-62005, 4.3.4 General accessibility to perform inspections and maintenance.

X

Project L-850 has been designed to general accessibility to perform inspections and maintenance as shown in the pumphouse layout.

1. H-2-837913, SH 1, SW Tank Replacement Mechanical Pumphouse Plan.

A79 HNF-FRDC-62005, 4.3.4 Design shall preclude the introduction of hazardous conditions during preventative maintenance procedures (e.g., activities requiring lockout/tagout).

X

Project L-850 has been designed to preclude the introduction of hazardous conditions during preventative maintenance procedures.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.


A-19


Req ID



Yes No N/A

A80 HNF-FRDC-62005, 4.3.4 Critical systems shall be capable of undergoing maintenance without the interruption of critical services.

X

Redundant services have been provided for in design which will allow for maintenance without interruption of critical systems. The new SW storage system includes redundant pumps, pipelines, and system bypasses to allow for continued operation.


A81 HNF-FRDC-62005, 4.3.4 Notification of loss of operational redundancy shall be provided immediately.

X

Process sensors such as flow, pressure, VFD status, and chlorine sensor status, are monitored by the PLC and alarms are programmed to provide notification if equipment or components to indicate if operational redundancy is lost.

1. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.

A82 HNF-FRDC-62005, 4.3.4 The A/E shall identify and prepare an owner/operator maintenance schedule/manual for the selected exterior and interior materials and equipment specified in the final design construction documents.

X

Vendor data containing operation/maintenance manuals are included in the Design Report. In addition, the Construction Cost Estimate accounts for Operations and Maintenance Manual preparation.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Appendix F.2. HNF-RPT-63122, Project L-850, Replace Sanitary Water Storage Tank & Sanitary WaterDistribution Pumps – Cost Estimate Package.

A83 HNF-FRDC-62005, 4.3.4 A Pre-Startup Pre-Operational Test Plan shall be produced by the A/E that will ensure critical components are installed and operate correctly.

X

Pre-Startup and Pre-Operational Test Plans are accounted for in the Construction Cost Estimate.

1. HNF-RPT-63122, Project L-850, Replace Sanitary Water Storage Tank & Sanitary WaterDistribution Pumps – Cost Estimate Package.

HNF-FRDC-62005, 4.4, Modifications to Existing Facility

A84 HNF-FRDC-62005, 4.4 The existing 283WA and 283EA storage tanks will remain in service until the new tanks have been successfully turned over and are operational.

X

The existing tank and water treatment system will remain active until completion of Projects L-897, Project L-850, and the Washington State Department of Health acceptance.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 2.0.


A-20


Req ID



Yes No N/A

A85 HNF-FRDC-62005, 4.4 Upon turnover of the new tanks, the existing 283WA and 283EA tanks will be demolished except for the foundations.

X

Upon turnover of the new tanks, the existing 283WA tank will be demolished except for the foundation.


HNF-FRDC-62005, 4.5, Equipment Instrumentation, Controls and Automation

A86 HNF-FRDC-62005, 4.5 The tank shall be fitted with level indicators and water temperature sensors.

X

The tank has been fitted with pressure transmitters to indicate the water level, and resistance temperature detectors.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.

A87 HNF-FRDC-62005, 4.5 Level control shall be automated.

X

The water level in the tank is controlled by pressure transmitters that communicate with the PLC.


A88 HNF-FRDC-62005, 4.5 Pump on/off and speed shall be controlled via a Programmable Logic Controller (PLC).

X

Each VFD is controlled by the PLC and will turn on, off, and operate as needed.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.3. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.7. HNF-SPEC-63127, Software Requirements Specification for the 283WG Sanitary WaterTank Control System.


A-21


Req ID



Yes No N/A

A89 HNF-FRDC-62005, 4.5 System pressure and flow shall be monitored.

X

System pressure and flow is monitored by the PLC.


A90 HNF-FRDC-62005, 4.5 Temperature shall be controlled and monitored.

X

The temperature is continuously monitored and controlled.


A91 HNF-FRDC-62005, 4.5 Integrated instrumentation and controls is required to communicate with the new CPWTF.

X

The control system (PLC) interfaces with the WLAN network via the network node located in the 282WC Electrical Room. The PLC is connected to this network node via an ethernet switch.

1. H-2-837953, SH 1, SW Replacement Instrumentation PLC Panel Layout.2. H-2-837953, SH 2, SW Replacement Instrumentation PLC Panel Layout.3. ECR-18-001902, Project L-850 – 1.31 MG Potable Water Storage Tank - Electrical &Instrumentation Drawing Modifications.

HNF-FRDC-62005, 4.6, Operational Requirements

A92 HNF-FRDC-62005, 4.6 The water storage system shall include sufficient redundancy to be operationally effective 24 hours a day, 365 days a year.

X

The new SW storage system includes redundant pumps, pipelines, and system bypasses to allow for continued operation.



A-22


Req ID



Yes No N/A

A93 HNF-FRDC-62005, 4.6 Pump capacity shall be such that system demand may be met with one (1) pump out of service.

X

The new SW distribution pumps have been designed to maintain current SW system pumping capacity (pressure and flow) which is based on meeting system demand with one (1) pump out of service.

1. HNF-RPT-63120, Design Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps, Section 3.1.6.2. HNF-SPEC-63116, Procurement Specification for L-850 Sanitary Water Tank DistributionPumps. 3. H-2-837910, SH 1, SW Tank Replacement Mechanical P&ID.4. H-2-837910, SH 2, SW Tank Replacement Mechanical P&ID.5. H-2-837910, SH 3, SW Tank Replacement Mechanical P&ID.6. H-2-837910, SH 4, SW Tank Replacement Mechanical P&ID.7. H-2-837910, SH 5, SW Tank Replacement Mechanical P&ID.

HNF-FRDC-62005, 4.7, Decontamination and Decommissioning

A94 HNF-FRDC-62005, 4.7 Upon turnover of the new tanks, the existing 283WA and 283EA tanks will be demolished except for the foundations.

X

Upon turnover of the new tanks, the existing 283WA tank will be demolished except for the foundation.


HNF-FRDC-62005, 5.5, Washington State Department of Health Permit(s) A95 HNF-FRDC-62005, 5.5 A WDOH project report will be required under WAC 246-290 to be submitted and

approved prior to construction. X

A WDOH project report will be submitted by MSA and approved prior to construction.

1. HNF-RPT-63123, Project Report, Project L-850, Replace Sanitary Water Storage Tank &Sanitary Water Distribution Pumps.

A96 HNF-FRDC-62005, 5.5 Upon construction completion, a Project Construction Completion Report is required to be submitted to the WDOH within 60 days.

X

A Project Construction Completion Report will be submitted to the WDOH within 60 days.


A97 HNF-FRDC-62005, 5.5 Any significant changes to the design, after WDOH grants an approval, must be submitted to WDOH for approval prior to implementing the significant change.

X

Project L-850 is considered a significant design change; therefore, a WDOH Project Report has been created.


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