APPENDIX B Reliability Project Investment Portfolio (RPIP) · B-1 | P a g e APPENDIX B –...

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APPENDIX B – Reliability Project Investment Portfolio (RPIP)

Appendix B is a webhosted tool designed to help with year-round mission support planning, feeding contractor’s

requirements into the annual budget and funding decisions.

Appendix B includes the Reliability Project Investment Portfolio (RPIP) for FY2017 through FY2022.

The RPIP is a list, compiled by the Mission Support Alliance (MSA) Public Works group, of all the reliability

projects defined by Other Hanford Contractor (OHC) needs.

Moving from the left hand column to the right hand column, detailed information is available for each project.

While projects must have a Cost Estimate to be included in the RPIP, this information is Official Use Only

(OUO) and is therefore left out of Appendix B. The table is updated annually during the April to September

timeframe of each annual planning calendar, based on formal quarterly reviews by.

Using Appendix B along with Appendix A, C, D, & E and Infrastructure and Services Alignment Plan

(ISAP) System Text

Each reliability project in Appendix B is proposed by MSA system owners and validated by Hanford contractors,

RL managers, and subject matter experts. In each annual planning calendar, a reported mission support need in

Appendix C Contractor Requirements per J-3 Matrix defines each reliability project listed in Appendix B.

The projects meet needs and scheduled target dates from source documents in Appendix A Planning Document

Reference List. Appendix B project list supports the 13 webhosted ISAP System text sections with more detail

while project tables in the draft and final version of the ISAP summary brochure shows only project title and year

of implementation.

Each year, any requested validated need that cannot be met within the annual planning calendar cycle by a

defined, ranked and scored reliability project is reported in Appendix D Gaps List or in Appendix E Major

Actions and Major Decisions Needed List, as appropriate.

Background & Purpose

ISAP “Appendix B – Reliability Project Investment Portfolio” is a comprehensive list of planned projects needed

to support OHC requirements for the reliability of the Hanford Site infrastructure. It is intended to be an

expansion of the project tables found in the ISAP summary brochure system roadmaps, for each system

maintained and operated by MSA and owned by U. S. Department of Energy-Richland Operations Office (DOE-

RL).

The table on the following pages results from ISAP Program staff taking a graded step approach to process

quality improvements from FY2010 through FY2017.

Authority

The authority to develop the reliability projects list is the Mission Support Contract (MSC) J-3 requirements for

ISAP annual updates of HNF-44238 submitted to DOE-RL as CD0003 contract deliverable according to the

mission support planning guidance established in MSC-GD-MS-54665, Mission Support Planning Process

Description.

Table Organization

The table is organized from left to right as follows:

Project Description

Scope Description

Risks if Not Performed

Mission Need

System

Funding Fiscal Year (FY)

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For a cross reference key word search based on terms in the Infrastructure Stewardship Plan, RPP-RPT-55977 see

Page 73 in this document. For a list of recent changes (deleted projects) during March to July, 2017, see Page 68.

For Abbreviations/Acronyms see Page 70.

Impacts to Department of Energy (DOE) of Needed Infrastructure Project if Not Performed by Date

Specified

When a project on Appendix B has a specified target year shown in the Mission Need Statement or Project

Description, an impact to DOE is created if the project is ranked and prioritized in the RPIP. The impact

associated with deferred funding of a ranked project, causing a shift into a future year, cannot be known at the

time each individual scope of work form is initiated. To avoid the impact to DOE of an intentionally deferred

project, RL should fund each project on Appendix B that shows “currently needed” plus those projects showing a

specific target year.

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Appendix B Reliability Project

Investment

Portfolio

Appendix D System Gap

Summary

Appendix E Major

Actions/Decisions Needed

Appendix A Planning Document

Reference List

Appendix C Contractor

Requirements per J-3 Matrix

Appendix F Cost Savings/Cost

Avoidance

Appendix G Schedule

13 System Descriptions Safeguards and Security

Fire Emergency Management

Transportation Electrical

Water Sanitary Sewer

Information Technology Land

Long-Term Stewardship Facilities

Fleet Services HAMMER

Appendix I Footprint Reduction Plan

Appendix H Attributes

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Project Description Scope Description Risks if Not Performed Mission Need

System Funding

Fiscal Year*

L-894, Raw Water Cross

Connection Isolation 200E/W.

The project scope is to design, procure, and construct

water system components that will eliminate cross-

connections between the RW systems and the potable and

export water systems in accordance with WAC 246-290.

Modifications will include:

1) Physical pipe separations and RW reservoir weir

modifications.

2) RW system modifications to meet NFPA and CRD O

420.1C requirements.

3) Removal of all direct export water feeds into the RW

system that exist in or near 282EC and 282WC.

4) Removal of all direct feed from PW to RW within

282EC and 282WC.

5) Removal of the RW grid feed to the 283W WTF.

6) Implementation of modifications to mitigate lost

redundancies.

The cross-connection control non-compliances with

WAC 246-290 within the 200 Areas water systems

must be corrected. DOE-RL has requested MSA to

resolve the RW system non-compliances by making

necessary physical modifications within the 200

Areas water systems via a global RW system air gap

approach rather than at an individual facilities RW

service connection level. (DOE-RL Letter 16-ISD-

0016, dated June 21, 2016).

If cross-connection control is not implemented, 1)

the system will remain in non-compliance with

WAC-246-290 and 2) the potential exists for

contaminated water entering the PW distribution

system. This could result in the spread of

contamination throughout extensive areas of the PW

system, potentially causing health and safety

concerns for human consumption and/or the spread

of radiological contamination.

The mission need is identified in "Hanford Site

Water System Master Plan," (August 2016, HNF-

5828, Rev. 5. The export water system provides all

water to the 200 Area Plateau. The system

provides water to the RW reservoirs and water

treatment facility for the PW system.

The RW grids provide fire protection water and

process water to the Plateau. The PW is utilized for

domestic and appropriately protected fire and

process water.

A WAC compliant air gapped RW system is

needed to prevent potential of cross-contamination

of the potable and export water systems with the

RW system.

Water FY17, FY18

L-895, Fire Protection

Infrastructure Plateau Raw

Water.

The project will add the necessary fire protection

infrastructure to the RW systems in the 200E and 200W

Areas.

Additions will include 200E and 200W Areas pumps,

pump house structures, and backup power systems as well

as the necessary pipe interfacing with the RW reservoirs

and RW grids.

Project L-894 will sever the RW grids' only certified

pumps. Compensatory fire protection infrastructure

is required to satisfy the RW grids' fire protection

requirements which will be provided by Project L-

895.

If the project scope is not implemented, the fire

protection capabilities for nuclear facilities will be

less than adequate.

The RW grid provides fire protection water (and

process water) to the Plateau. Certified and

dedicated fire pumps and backup power systems

are required for Plateau fire protection

requirements. The Water System Master Plan,

HNF-5828, documents the required fire flows for

facilities requiring fire protection from DOE and

NFPA orders. Because project L-894 will remove

the dedicated PW fire pumps from supplying the

RW grid, new RW fire suppression infrastructure

must be constructed to satisfy DOE orders and

NFPA requirements.

Water FY17, FY18

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System Funding

Fiscal Year*

L-612, 230kV Transmission

System Reconditioning and

Sustainability Upgrades.

Project L-612 includes replacing the existing north loop of

the site 230kV transmission system to ensure system

reliability through FY2060. The existing line consists of

approximately 28 miles of wood and steel lattice

structures, conductors, and associated hardware. The

replacement system will be rightsized to continue to meet

site needs.

Reliable electrical power is a cornerstone for safe,

timely execution of the Hanford Site mission. The

construction, and soon operation, of the Waste

Treatment Project (WTP) will require reliable power

to operate cost effectively and safely for over 40

years. The existing north loop of the 230kV

redundant transmission system is showing signs of

failure that have been short term mitigated, and have

exceeded design life and will likely not be capable

of providing required available power through

mission completion, since accelerated failures are

already becoming evident.

The Hanford Site Electrical Transmission and

Distribution (T&D) System is owned DOE, under

management of Richland Operations Office (DOE-

RL). The system exists for the purpose of

supporting the cleanup mission at the Hanford Site.

The Hanford Site electrical 230kV Transmission

system is approximately 53 miles long and has

three active substations: A6 (WTP), A8 (Central

Plateau), and A9 (100 Areas). The Hanford

electrical transmission system is served from the

Bonneville Power Administration (BPA) 230kV

Substations located at Midway and Ashe. This is a

loop-type transmission system with sectionalizing

features which are intended to provide high-level

operational reliability. It is important to the

Hanford Site mission that the 230kV Transmission

system be operated in a safe, reliable, and cost-

effective manner. The Site Transmission System is

connected to the Northwest Electrical Power Grid,

and as such must comply with additional regulatory

requirements. In addition to operating the system

in a safe and cost-effective manner, the 230kV

Transmission System must also be operated in

compliance with the applicable Reliability

Standards which became mandatory on June 18,

2007.

Electrical FY17, FY18 &

FY19

L-780, 200E Area 13.8kV

Electrical Distribution System

WFD Modifications and

Upgrades Carryover.

FY17

L-871, Filter Plant Pilot

Project.

The objective of this pilot study is to confirm the selected

technology for water treatment (membrane filtration) and

determine design inputs for full-scale implementation.

This project will install a pilot water treatment system in

near proximity to the existing 283W Facility and collect

operational data for approximately six months (target

March-September). This will require facility

modifications to support the temporary installation of the

pilot plant that will be provided by an off-site vendor.

Pilot Study will require approval from the Washington

Department of Health (WDOH) in accordance with the

Water System Design Manual (DOH 331-123). Prior to

installation, a Pilot Study Plan will be developed and

approved by WDOH in accordance with DOH 331-123.

Project will include disinfection, neutralization, and

evaluation of effluent discharge to Hanford Discharge

Facility, Treated Effluent Disposal Facility (TEDF).

The current 283W Facility is unable to meet future

PW demand, requiring the construction of a new

PW treatment facility. In support of this

construction, a pilot study is required per WDOH.

The current water filtration facility (283W) located

in the 200 West (200W) Area is approximately 70

years old. Operations is utilizing aging equipment,

designs, and processes. This facility is critical and

is the only facility for producing PW and fire

protection to the 200 East (200E) and West Area.

This project will support an alternative to

maintaining the current facility. Forecasted

demands indicate existing facility (283W) will not

be adequate to support future mission needs.

Water FY17

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L-897, 200 Area Water

Treatment Plant

Project L-897, "200 Area Water Treatment Facility" will

provide planning, design, and construction to install a new

PW treatment facility on the Central Plateau. This new

treatment facility will be designed and sized to be capable

of producing a minimum of 3.5 million gallons per day

(MGD) with the ability to expand to 5 MGD, to meet

current and future forecasted PW demand. The new water

treatment facility will be constructed using modular units

fitted with PALL Aria™ microfilration hollow fiber direct

feed membrane system for water filtration.

Scope includes provision for potable and export water

connections, sewer, electrical, HLAN, interior and exterior

lighting, fire protection/detection systems, and wastewater

disposal infrastructure connected to a new facility. The

new water treatment facility will need to be connected to

the new PW Storage Tank, to be installed under Project L-

850. This will eliminate the need for a below ground clear

well.

A WDOH project report will be required under WAC 246-

290 to be submitted and approved prior to construction.

Upon construction completion, a Project Construction

Completion Report is required to be submitted to the

WDOH within 60 days.

Assumptions/Exclusions include:

- The new PW Tank and distribution pumps being installed

under Project L-850 will function as the clear well and

provide contact time, and so is needed to be installed and

operational before completion and startup of the new

Water Treatment Facility.

- The new facility will be located in the 200W area,

adjacent to the existing water treatment facility and local

infrastructure. Assumed approximately 8,000 sq. ft.

facility on approx. 10,000 sq. ft. concrete slab.

- It is assumed the new water treatment facility will require

the following infrastructure:

Export Water Connections – Approx. 200 linear ft. of 16”

diameter pipe, and necessary pressure reducing valves and

isolation valves.

Output to Sanitary Water System – Approx. 700 linear ft.

of 16” diameter pipe, and necessary isolation valves.

Approx. 560 linear ft. of 8” diameter Sanitary Sewer.

Dual feed 480v electrical power and assumed

approximately 1,000kVA backup diesel generator.

- Building plan will include provisions for a central control

room, restroom(s), conference room, storage spaces,

mechanical & electrical room(s), and break room/kitchen.

The current Waste Treatment Facility (WTF) has

exceeded it’s design life. If the new Water

Treatment Facility is not constructed, there will be

substantial and cascading impacts to DFLAW, the

WTF, and Central Plateau operations, as the current

WTF is unable to produce the amount of PW that

will be needed to perform functions that are central

and vital to the Cleanup Mission. Cleanup and

waste treatment processes would be slowed/halted

due to lack of water for key processes and fire

suppression at nuclear facilities.

The existing 283W WTF, provides all PW to the

Central Plateau, supporting fire suppression,

process operations, and domestic use. Originally

constructed in 1944, several extensive

infrastructure repairs and upgrades to the WTF

have commenced over the years, including

upgrades to the pretreatment equipment, filter

nozzles and filter media, effluent configuration and

monitoring equipment, chlorination systems,

flocculation system, and storage clear wells.

Despite these upgrades, much of the facility and

internal components remain original 1944

equipment. The existing WTF continues to

deteriorate, as repairs and major upgrades become

more costly and complex to perform.

In addition to the deteriorating condition of the

WTF, PW demands for Hanford are projected to

increase beyond the capacity of the current WTF by

FY2020. The existing WTF does not have the

ability to increase sufficient capacity for the

projected cold/hot startup commissioning’s nor

operation of DFLAW/WTP and so will not be able

to meet the projected site demand. Based on

known projected PW Demands, a WTF capable of

providing ~2,400 gpm of PW will be needed to

meet the needs of the Hanford Site Cleanup

Mission. Water

FY17, FY18,

FY19

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System Funding

Fiscal Year*

Central control room to be able to provide local control of

the plant as well as ability/ expandability to remotely

control other key Water Utilities infrastructure, and

SCADA operational control system functions.

- Road access and paved vehicle parking to be provided.

Security fencing and gate to be provided.

- Waste water product will be sent to the existing

sedimentation basins/system for solids separation, with the

effluent then being sent to TEDF. Assumed approx. 600

linear ft. of 8” diameter process sewer will be needed.

- It is assumed that a Department of Ecology Water Rights

review will be performed.

L-830, Filter Plant Filter

Control System Upgrade.

1. The project scope includes the replacement of four

283W Water Treatment Facility valves per filter and the

replacement of the current hydraulic operator with an

electric motor operator and controller. The valve

replacements include:

Influent Valves 12" Gate Valve, RW-V-314, RW-V-

324, RW-V-334, RW-V-344.

Effluent Control Valve, 8" Butterfly Valve, SW-V-

244, SW-V-254, SW-V-264, SW-V-274.

Waste Valve, 16" Sliding Gate, SW-V-243, SW-V-

253, SW-V-263, SW-V-273.

Backwash Valve, 14" Butterfly Valve, SW-V-240,

SW-V-250, SW-V-260, SW-V-270.

2. Valves will be procured with 4-20ma connection

capability.

3. The project will include the lifting assemble(s) required

for valve replacement in the confined space between the

filters beneath the operating floor.

4. The valve control will include a new control panel

routed from the 283W Motor Control Center to the South

wall of the filter operating floor. Electric power will be

routed to each valve operator.

Several of these filtered water plant valves are

currently inoperable and have already placed Filter

#3 and Filter #4 out of commission. The filtered

water plant is currently operating with only two

filter trains. Not replacing these valves increases

the potential for additional valve failures and

impacts to filtered water production.

The 283-W Filter Plant provides all sanitary water

consumed on the 200 Area Plateau, providing

Potable Water (PW) to workers, redundant sanitary

fire protection grid critical to cleanup missions all

over the Plateau, and support of Documented

Safety Analysis (DSA) is for the nuclear facilities.

The existing valve control system for the filters is

obsolete and no longer supported by the vendors,

thus increasing operational risk.

Water FY17

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System Funding

Fiscal Year*

L-419, 24" Line

Renovation/Replacement

from 2901Y to 200E (East

Side) - 1967

Project L-419, "24inch Export Water Line Replacement,

2901U to 200E, 283EB" will replace the aging north leg

of the Export Water lines feeding the 200E Area. This

approximately 2.32 mile run of 24" Mortar Line Steel

Pipe was installed in 1967 and is in need of

replacement. Scope includes:

Planning, permitting, and design to replace this run

of pipe,

Excavation and construction of new pipeline,

including new vent and drain valve stations, and

repairs asphalt roadways that are crossed/disturbed

during construction,

Demolition as needed and abandonment in place of

the old line,

Tie-in and testing of new line.

If this 24” line is not replaced, failures in the line

will continue at the rate of 1 line brake each year.

Placing the 200E Area on a single feed for fire

protection to several nuclear facilities. The mission

requires raw water support to the 242A Evaporator

Facility, fire suppression in the 200E Area, and to

the WTP VIT plant.

The export water system provides all make-up

water to the 200 Area Plateau. The systems

support all water treatment for the sanitary water

system, as well as providing water to the raw water

reservoirs. These in turn supply the raw water grid,

providing fire protection water, process water,

water to the 242-A Evaporator, and to the VIT

plant and for construction at all facilities in the

200E Areas. Renovation and replacement of this

line offer a potential cost savings to our client. We

have had 1 line break in this line over the past five

years. This and all future line breaks become

emergent and costly issues. Downtime of the line

for repairs puts the system at a single point failure.

Water Completed in

FY2016

L-868, Raw Water Fire

Protection Loop for Low

Activity Waste Pretreatment

System (LAWPS).

A new 12' Raw Water (RW) line will be installed between

the existing 12" RW header at the NE corner outside 241-

AP tank farm and the existing 12" RW header near the

corner of 4th Avenue and WTP Loop Road. The new RW

header will provide a Fire Water (FW) loop for the new

LAWPS facility to tie into. The new 12" FW header will

span approximately 1300' underground and will provide

the tie-in points for the new installation of fire hydrants on

the east, south, and west sides of the LAWPS Facility. In

addition to the hydrants, the new header will supply the tie

in points for the water sprinkler and deluge systems within

LAWPS process building and select out buildings. The

existing 4" PW on the north side of the site will also

provide a tie-in point for PW for the facility.

The following reference documents for the LAWPS

provide information for the entire facility for which the

FW loop is a subset of infrastructure being constructed by

this project.

1. RPP-RPT-57120, Rev. 2, Low Activity Waste

Pretreatment System (T5L01) Conceptual Design Report.

2. RPP-RPT-58631, Rev. 0, Advanced Conceptual

Design Delta Report for the Low Activity Waste

Pretreatment System (Project T5L01).

3. RPP-SPEC-56967, Rev. 3, Project T5L01 Low

Activity Waste Pretreatment System Specification.

The new fire protection loop is a critical portion of

LAWPS facility project. National Fire Protection

Association (NFPA) 801 requires that "water or

another suitable extinguishing agent shall be

provided for fire-fighting purposes" if combustibles

are present in a quantity sufficient to constitute a

fire hazard. General fire protection on the Tank

Operating Contractor portion of Hanford site is

governed by TFC-PLN-13, Fire Protection Plan.

This project is required to support the DOE-Office

of River Protection (ORP) mission to process low

activity waste. DOE ORP Fire Protection Program

ENS-ENG-IP-05, requires a minimum of two fire

hydrants served by a 12 inch minimum fire line for

"each major building". ENS-ENG-IP-05 also

requires the water supply for fire protection be of

the looped grid type. The proposed installation will

connect two 12" existing RW lines north and

southwest of the LAWPS facility resulting in a

looped grid with two sources of water supply at the

new buildings supporting LAWPS.

Water FY17

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System Funding

Fiscal Year*

L-789, Distribution

Refurbishments.

As described in HNF-6608, Electrical Utilities Master

Plan, this project is currently scoped to implement a wood

pole maintenance, treatment, and testing program. The

project will also replace nearly 2500 wood power poles in

the Hanford electrical T&D system. The project will be

sequenced relative to the need and location of the various

lines at risk to failure due to aging wood poles.

Preliminary pole replacement prioritization was performed

in HNF-54353, Wood Power Pole Prioritization Analysis,

April 2013. Additionally, hardware and conductors will be

evaluated and replaced as required to meet site mission.

Failure to replace aged/deteriorated wood poles

could result in extended unplanned electrical system

outages, initiate wildland grass fires, and place

emergency response personnel into an unsafe work

environment. This could result in unplanned

outages and disruption to service with particular

concern during sensitive operations.

Both nuclear and support facilities continue to

require safe and reliable electrical power on the

Hanford Site. Recent age-related pole failures to

the Site electrical 13.8kV distribution system,

coupled with condition assessments of a

representative sample of power poles, has identified

the need to initiate a power pole replacement

program in order to continue to meet current and

forecasted system reliability and electrical load

availability requirements. The major components

of the Site electrical T&D system are the wooden

utility power poles, hardware, and conductors.

Electrical FY18 & FY19

L-815, Upgrade

Transmission/Distribution

Access Roads.

Project L-815 will reclaim and upgrade sections of service

access roads not already covered within the scope of

ongoing related projects. Key areas include about 21 miles

of the access roads along the 230kV Southern Loop, and

about 20 to 25 miles in the 100, 200, and 600 Areas to

service 13.8kV distribution lines. Project activities will

include vegetation mowing, removal of blow sand,

leveling, gravel spreading and application of pre-emergent

herbicide on service roads. The scope will also include the

development of a lifecycle maintenance schedule for all

T&D access roads.

Some sections of T&D access roads are completely

overgrown or covered with blow sand, impeding

access. Failure to reclaim and maintain the T&D

access roads restricts the ability of Electrical

Utilities (EU) to perform scheduled maintenance

that is required by federal reliability standards

(WECC/NERC PRC-005), and inhibits prompt

access to restore power when there is an outage or

failure delaying or interrupting ongoing Hanford

Cleanup Projects (i.e., Groundwater Pump and

Treats, DFLAW, Vit Plant, etc.). If the service

roads are not maintained, they do not serve a

secondary function as fire breaks to impede the

spread of uncontrolled wildfires. Other concerns

include; possible ecological/cultural damage if

trucks are required to leave the access roads to

respond to pole fires, unplanned outages, and

dropped aerial lines.

Safe and reliable power is needed to support the

Hanford Site Cleanup and Long-Term Stewardship

Missions. Reclamation and maintenance of the

pole line service roads is required to: enable

performance of scheduled line patrols and

inspections, to support timely access to the systems

when there is an outage or imminent failure, and to

re-establish fire breaks. The need for this project

was identified in the 2015 and 2016 Infrastructure

and Services Alignment Plan (ISAP) and in the FY

2015 EU Master Plan (HNF-6608, Electrical

Utilities Master Plan.)

Electrical FY18, FY19

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System Funding

Fiscal Year*

L-761, Replace RFAR (Phase

II).

This project is the second phase of a two phase project that

will complete replacement of the Hanford Radio Fire Alert

Reporting (RFAR) System to be compliant with NFPA 72,

2013. Phase II will remove approximately 200 outdated

Harlow RFAR call boxes and replace with new Monaco

RFAR boxes.

The RFAR system is approximately 26 years old

and is out of compliance of the national NFPA-72

code which regulates RFAR systems. System

failures at the circuit board level have become more

frequent and the backend reporting system operates

on a legacy 80286 system running the MS Disk

Operating System (DOS) with minimal to no spare

parts available. Failures of the backend reporting

system have also become more frequent. This life

safety and asset protection system is well beyond its

lifecycle and is becoming increasingly unreliable.

System components for repairs are no longer

available from any supplier.

The Hanford RFAR system was installed in 1986

and is experiencing an increase in trouble

conditions reported by the system, and the system

serviceability and reliability are becoming

questionable. The RFAR trouble conditions require

an around the clock, 30 minute response by a

firefighter. There are several concerns with the

receiving station equipment. Both the hardware

and DOS based software are obsolete. With the

manufacturer stating that they will no longer be

manufacturing the current installed RFAR system

components, troubleshooting, maintenance and

repair have become difficult, and obtaining

replacement parts problematic. In addition, the

receiving station equipment has been modified and

augmented over the 27 years that the system has

been in service and now includes a number of

components that are not part of the original Factory

Mutual Approved system. Project L-761 has been

initiated to replace the Hanford Site GH Harlow

RFAR system (fire alarm transmitters and receiving

station equipment) with a Monaco Enterprises

Proprietary Supervising Station System. The new

system is a life cycle solution for this critical

notification link that will provide long-term

reliability and serviceability while restoring Factory

Mutual compliance.

Hanford Fire

Protection FY17, FY18

L-775, Chip Seal Route 4S,

Route 11A to Wye Barricade.

Project L-775 will rehabilitate Route 4S from Route 11A

to Wye Barricade by placing a chip seal over the existing

asphalt. The roadway length is approximately 11.8 miles,

and the pavement surface width varies from 27 to 30 feet,

with additional width for acceleration and deceleration

lanes at all major intersections for a total pavement surface

area of approximately 263,700 square yards. Paint striping

will be applied for lane lines and fog lines. It is assumed

that the road can be adequately overlaid, and that the

existing road configuration is sufficient for the work

planned, and will not change.

The traffic lanes are beginning to rut, as well as

showing longitudinal cracking due to heavy hauling

loads. Longitudinal cracking in the road bed makes

this pavement susceptible to moisture infiltration

causing road structure deterioration due to

freeze/thaw conditions. If an asphalt overlay is not

completed before the rut depth exceeds ¾”, the cost

to resurface the road will increase due to the need to

complete a pre-level lift of asphalt before the

wearing surface coarse is applied. Rutting also

becomes a safety hazard to traffic in wet and

freezing weather due to hydroplaning or extreme icy

conditions in the wheel tracks and could result in an

accident with serious injuries. This section of Route

4S will continue to have a high volume of heavy

haul truck traffic due to the completion of

remediation of the 300 Area.

Hanford has a major environmental cleanup

operation required to meet national priorities and

legally binding milestones. Because of its remote

location, nuclear operations and cleanup mission,

over 8000 people require safe and reliable access to

the Hanford Site. This project will provide an

overlay to a portion or Route 4S that supports

access to the 100, 200, and 600 Areas of the

Hanford Site enabling necessary personnel to

support cleanup of the Central Plateau, WTP

construction and operations, Tank Waste retrieval

and pre-treatment, groundwater treatment, and

waste disposition and storage. Route 4S is the

main artery to access the Hanford Central Plateau

and is continuing to deteriorate, resulting in

reduced reliability and safety for both personnel

access as well as material hauling.

Transportation FY17

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System Funding

Fiscal Year*


Wye Barricade to 618-10 Site.

Project L-776 will rehabilitate Route 4S from the Wye

Barricade to the 618-10 Waste Site intersection (MP 17.6)

by placing a chip seal over the existing asphalt. The

roadway length is approximately 5.79 miles and the width

is 68' feet with additional width for acceleration and

deceleration lanes at all major intersections. The shoulders

will be built up to finish grade of the new asphalt with

gravel, and paint striping will be applied for lane lines and

fog lines.

This section of Route 4S is needed long term as a

haul and commute route to support site remediation,

tank farm operations and closure, and for operation

of the WTP. The last asphalt overlay on this section

of roadway was completed in 1986, and a chip seal

was applied in 2005. The traffic lanes are beginning

to rut, as well as showing longitudinal cracking due

to heavy hauling loads. Longitudinal cracking in

the road bed makes this pavement susceptible to

moisture infiltration causing road structure

deterioration due to freeze/thaw conditions. If an

asphalt overlay is not completed before the rut depth

exceeds ¾”, the cost to resurface the road will

increase due to the need to complete a pre-level lift

of asphalt before the wearing surface coarse is

applied. Rutting also becomes a traffic safety

hazard to traffic in wet and freezing weather due to

hydroplaning or extreme icy conditions in the wheel

tracks and could result in an accident with serious

injuries. This section of Route 4S will continue to

have a high volume of heavy haul truck traffic due

to the remediation of the 618-10 and 618-11 waste

sites, as well as completion of remediation of the

300 Area.







overlay to a portion of Route 4S that supports


Hanford Site. This route is used for a haul and

commute route to support cleanup of the Central

Plateau, WTP construction and operations, tank

waste retrieval and pre-treatment, groundwater

treatment, and waste disposition and storage.

Route 4S is the main artery to access the Hanford

Central Plateau and is continuing to deteriorate,

resulting in reduced reliability and safety for both

personnel access as well as material hauling. This

section of Route 4S has the highest average daily

traffic count in the Hanford road network.

Transportation FY17


618-10 Waste Site to Horn

Rapids Road.

Project L-777 will rehabilitate Route 4S from the 618-10

Waste Site intersection to Horn Rapids Road by placing a

chip seal over the existing asphalt. The roadway length is

approximately 5.3 miles and the width is 68' feet with

additional width for acceleration and deceleration lanes at

all major intersections for a total area of approximately

256,310 square yards. Paint striping will be applied for

lane lines and fog lines. It is assumed that the road can be

adequately overlaid and that the existing road

configuration is sufficient for the work planned.

The traffic lanes are beginning to rut as well as

showing longitudinal cracking due to heavy loads.

Longitudinal cracking in the road bed makes this

pavements susceptible to moisture infiltration,

causing road structure deterioration due to

freeze/thaw conditions. If an asphalt overlay is not

completed before the rut depth exceeds ¾”, the cost

to resurface the road will increase due to the need to

complete a pre-level lift of asphalt before the

wearing surface coarse is applied. Rutting also

becomes a safety hazard to traffic in wet and

freezing weather due to hydroplaning or extreme icy

conditions in the wheel tracks and could result in an

accident with serious injuries. This section of Route

4S will continue to have a high volume of heavy

haul truck traffic due to the completion of

remediation of the 300 Area.







overlay to a portion of Route 4S that supports


Hanford Site. This route is used for a haul and

commute route to support cleanup of the Central

Plateau, WTP construction and operations, Tank

Waste retrieval and pre-treatment, groundwater

treatment, and waste disposition and storage.

Route 4S is the main artery to access the Hanford

Central Plateau and is continuing to deteriorate,


personnel access as well as material hauling. This

section of Route 4S has the highest average daily

traffic count in the Hanford road network.

Transportation FY17

B-12 | P a g e


System Funding

Fiscal Year*

L-859, Rebuild 1st Street,

Canton Ave. to Integrated

Disposal Facility (IDF)

Entrance.

Project L-859 will rebuild 1st Street from Canton Avenue

west to the IDF entrance road, a distance of approximately

4,225 lineal feet, to widen the pavement width from 15’ to

26’ and improve roadway condition to bring the roadway

into compliance with American Association of State

Highway and Transportation Officials (AASHTO)

standards. The scope will include removal of the existing

asphalt, widen the road grade to accommodate a 26’ wide

pavement with 4’ gravel shoulders, construct a new 6”

thick Performance Grade (PG)-70-28 asphalt pavement

surface. The pavement surface will be striped to mark

traffic lanes.

1st Street will be used as a haul route for treated

waste from WTP to IDF throughout the processing

life of WTP. The existing roadway surface is in

poor condition, and the roadway width is too narrow

to meet current county, state or national standards

and is therefore unacceptable for the transport of

hazardous waste. Two vehicles cannot meet on this

road without both vehicles having their right wheels

off the asphalt and onto the gravel shoulder. Thus

the traffic safety risk of an accident with injuries or

an environmental spill is significant.



legally binding milestones. This project will

rebuild approximately 0.8 miles of 1st Street within

the 200E Area that is required for transporting

output from WTP to IDF for interim storage. This

roadway will be needed long term in the 200E

Area, does not meet AASHTO minimum width

standards, and has deteriorated to poor condition,


personnel access as well as material hauling.

Transportation FY17, FY18

L-863, Replace Obsolete Fire

Alarm Control Panels for

MSA General Use Facilities.

This project will replace 28 obsolete fire alarm control

units (FACU) located in MSA controlled buildings across

the Hanford Site. The FACU and their respective

building’s RFAR panel will be replaced and both functions

located in a single, combined FACU/RFAR panel located

in the interior of the building. The RFAR box will be

compatible with the Hanford Site’s Monaco Enterprises

RFAR infrastructure and communications system which

was installed and placed in operation in FY2014. This will

also be consistent with the DOE requirement that each of

the Hanford Site’s RFAR panels be replaced and made

consistent with the new Monaco system.

Each replacement system will be installed in accordance

with HNF-36174, DOE Fire Protection Handbook –

Hanford Chapter and consistent with the applicable codes.

Fire protection devices (e.g. pull boxes, evacuation bells &

strobes, and smoke detectors, etc.) within each building

will be evaluated and replaced as necessary to be

compatible with current codes and the new Monaco FACU

electronic system.

MSA is responsible for the safe and reliable

functioning of all fire protection related systems in

their assigned facilities. A total of 28 MSA

facilities have obsolete FACU that monitor the

status of the fire protection systems in those

facilities, activate evacuation bells/strobes, and

automatically transmit fire alarm signals to the

emergency response organization in accordance

with mandatory DOE requirements.

These obsolete FACUs are well beyond their

lifecycle and are no longer supported by the

manufacturer. System components for repairs are

no longer available from any supplier and system

failures are becoming more frequent, with minimal

to no spare parts available. This life safety and asset

protection system is and is becoming increasingly

unreliable. Not upgrading the facility fire alarm

systems puts Hanford Site employees and critical

MSA infrastructure services at risk due to potential

delays in emergency response.

The failure of the FACU has the potential for

requiring a 24 hour fire watch in order to allow

continued occupancy of the facility.

There are 28 FACUs installed on MSA managed

facilities across the Hanford Site which are

obsolete. These FACUs were installed in the 1980s

time period and the manufacturer has stated they

will no longer be manufacturing these FACU

components. This has made troubleshooting,

maintenance, and repair increasingly difficult and

obtaining replacement parts problematic. Trouble

conditions which originate from the building

FACU are noted as local panel trouble (LPT).

FACU LPT responses increased 9% during the

period from CY2012 to 2013. Preliminary CY2014

data indicated an additional increase in LPT

conditions. The Hanford Fire Department (HFD)

response protocol to fire system trouble conditions

requires the on-duty officer to dispatch firefighters

to investigate any trouble signals received within

30 minutes, representing a significant manpower

expenditure.

Facilities FY17 & FY19

B-13 | P a g e


System Funding

Fiscal Year*

EF32, Replace Hazmat &

Mobile Incident Command

Post

Procure and take delivery of a new Hazardous Material

(Hazmat)/command post combination vehicle to replace

Hazmat Apparatus (HO 68D-3892) and HO 68N-1989, the

mobile incident command post. The replacement

Hazmat/Command Post Apparatus shall meet all

applicable NFPA 1901,"Standard for Automotive Fire

Apparatus," requirements. The apparatus shall comply

with all Federal, Washington State, and U.S. Department

of Transportation (DOT) laws, regulations, and standards

relating to commercial vehicles and fire apparatus. The

unit shall be able to pass a Washington State motor vehicle

inspection for commercial vehicles.

The apparatus shall be designed with due consideration to

distributing load between the front and rear axles. Weight

balance and distribution shall be in accordance with NFPA

recommendations. The overall apparatus dimensions shall

not exceed 40 feet long, 12.5 feet high, and 10 feet wide.

These maximum measurements shall include the

apparatus, the retractable command lighting pole, mirrors,

and installed equipment.

The requested apparatus replaces both HO 68D-

3892 and HO 68N-1989. HO-68D-3892 is a hazmat

apparatus placed into service in 1990 (27 years old);

68N-1989 is a mobile command center placed into

service in 1998 (19 years old). HNF-59242

identified HO-68D-3892 and 68N-1989 as the

numbers 2 and 3 priorities for replacing equipment

(Ladder 932 is the number 1 priority).

The HFD is contractually responsible to provide

24/7 Site emergency response services; emergency

rescue; emergency medical service and patient

transport; incident command; and hazmat and

chemical/biological/radiological emergency

response (to include decontamination) for the

Hanford Site (MSC: DE-AC06-09RL14728). To

ensure adequate HFD performance in meeting

critical needs, it is important to provide a

satisfactory level of apparatus operability as

recommended in HNF-59242. Delay in following

maximum time replacement schedules as outlined

has a cumulative effect that will lead to increase

costs, operating concerns, risk, and liability.

The Mobile Incident Command Post unit is uniquely

employed as a single point of contact for all Site

emergencies and is imperative to safe operations of

the emergency responders and facility operations

personnel during any incident involving any

conditions potentially hazardous to Site personnel,

the public, and the environment. Mobile command

posts have proven to be one of the most effective

means of managing complex tasks such as large-

scale emergency incidents.

This project also was identified as a unique cost-

savings opportunity. Rather than replacing each of

these special-use pieces of equipment, the HFD has

an option to order a single Hazmat Truck with

Command Post capabilities, reducing both purchase

price and lifetime maintenance costs.

The Hazmat Apparatus (HO 68D-3892) vehicle is

designed for intervention during hazmat incidents.

It contains a command center in the cab or body,

along with an array of storage options for

specialized equipment including computers, radios,

video, and weather monitoring equipment. They

also store specialized equipment including suits,

over-pack drums, and decontamination equipment.

The Mobile Incident Command Post (HO 68N-

1989) must be able to operate reliably and properly.

The Mobile Incident Command Post unit is

uniquely employed as a single point of contact for

all Site emergencies and is imperative to safe

operations of the emergency responders and facility

operations personnel during any incident involving

any conditions potentially hazardous to Site

personnel, the public, and the environment. Mobile

command posts have proven to be one of the most

effective means of managing complex tasks such as

large-scale emergency incidents.

With emergency operations becoming more

complex and dangerous, especially during cleanup

of hazardous and nuclear sites, it is vital to the

safety of the Site workers, the public, and the

environment that this unit be replaced with a like-

new unit. An apparatus that breaks down at any

time during an emergency operation compromises

the success of the mission and may jeopardize the

safety of the firefighters and Site personnel. To


critical needs, providing the level of apparatus

operability recommended in HNF-59242 "Hanford

Fire Apparatus Replacement Plan," is essential.

Hanford Fire FY18

B-14 | P a g e


System Funding

Fiscal Year*

EF26, Replace 65-ft Aerial

Telesquirt HO 68D-3893.

Procure and take delivery of a new 75-foot aerial ladder to

replace the ageing 65-foot ladder being used as a reserve

apparatus by the HFD.

The replacement ladder will have the following attributes

at a minimum:

- 1,500-gallon-per-minute (gpm) pump.

- 500-gallon water tank.

- Capacity for 1000 feet of 5-inch hose.

- 75-foot, heavy-duty ladder device.

- Up to 200 feet of ground ladders.

The apparatus shall comply with all Federal, Washington

State, and U.S. DOT laws, codes, regulations, standards

relating to commercial vehicles and fire apparatus, as well

as NFPA 1901, "Standard for Automotive Fire Apparatus,"

requirements for a quint. The unit shall be able to pass a

Washington State motor vehicle inspection for commercial

vehicles.






These maximum measurements shall include the apparatus

(no water in booster tank), the aerial ladder, mirrors, and

installed equipment.

The requested fire engine would replace HO 68D-

3893, which was placed into service in 1994. The

recommended age for replacing this equipment is 15

years according to NFPA; HO 68D-3893 is 23 years

old. HNF-59242 "Hanford Fire Apparatus

Replacement Plan" identified HO 68D-3893 as the

number one priority for equipment needing to be

replaced.

HO 68D-3893 currently is unable to perform its

designed function because it has a damaged ladder

and can only be used to taxi resources and used in

non-aerial operations. The cost of replacing the

ladder is estimated to exceed $50,000, nearly half of

the apparatus' overall market value. If HO 68D-

3893 was replaced it would allow HFD to no longer

utilize its replacement as a reserve aerial apparatus

and instead place the new aerial into full time

service. This would allow HFD to move its second

oldest engine into the role of serving as a reserve

apparatus.

HO 68D-3893 must be able to operate reliably and

properly to respond to and terminate emergency

situations that could threaten the operations,

employees, public, operations, environment, or

property on the Hanford Site. An apparatus that

breaks down at any time during an emergency

operation compromises the success of the mission

and may jeopardize the safety of fire fighters and

Site personnel. To ensure adequate HFD

performance to meet critical needs, providing a


recommended in HNF-59242 "Hanford Fire

Apparatus Replacement Plan," is imperative.

Hanford Fire FY18

B-15 | P a g e


System Funding

Fiscal Year*

EC04, Replace 110 Ton Truck

Mount Crane with a 150 Ton

GMK Crane - HO 17T 5691

(1989).

This account procures a replacement for a regulated 110

ton crane with a 130 ton RT crane. This unit was last

replaced in FY1989 and should be replaced again in 12

years.

The crane is beyond the service life expectancy. Wear and

stress to the crane and components have caused frequent

equipment failures. Crane safety features are limited and

outdated and repair costs are increasing.

This crane primarily supports Tank Farm Projects. Work

includes replacing intrusive equipment such as mixer and

salt well pumps, instrument probes, waste sampling, as

well as valve and jumper pit upgrades. This crane is a

vital element to the success of the Site’s accelerated

cleanup mission. Without it, significant delays for missed

goals may occur and the vision of the Site could be

jeopardized.

It was rated an X in the January 2006 Asset Condition

Evaluation Report and by contract should be replaced by

FY 2008.

The crane is beyond the service life expectancy.

Wear and stress to the crane and components have

caused frequent equipment failures. Crane’s safety

features are limited and outdated and repair costs are

increasing. This crane primarily supports Tank

Farm projects and because of its size and capacity it

was utilized constantly and has accumulated more

than normal hours for a Hanford site crane. This

crane is a vital element to the success of the Site’s

accelerated clean-up mission, without it, significant

delays or missed goals may occur.

The safety basis for the Tank Farms TFC-ENG-SB-

C-12, Rev A-1, January 2017) defines limits on

tank dome loading to protect structural integrity of

the tanks. These limitations require a stand-off

distance to be established between the mobile crane

footprint and the tank dome. The 110 ton crane

was one of the first larger size hydraulic cranes

purchased to support greater distances from the

work in order to avoid dome loading. The

successful use of this crane has driven the future

size of cranes and proven the theory of moving the

load away from the tank. This 110 ton crane

however was a special version of which only 3

were designed, built, and produced in the United

Kingdom (UK). Parts are not available and

currently the boom has an unfixable defect which

renders the crane unusable. These issues have and

will continue to challenge Tank Farm contractor

costs and schedule due to extended repairs and

downtime while waiting on the availability of other

cranes within the crane pool. Based upon the long-

term Tank Farm mission requirements and

alternative analysis, as well as newer technology in

crane construction, the conclusion is to replace this

crane with a current equivalent GMK 150 Ton all

terrain crane.

Crane & Rigging FY17

L-853, 200E Sewer Flow

Equalization Facility.

The Project will install a Flow Equalization Facility (FEF)

and modify or abandon three selected (2607 E-1A, 2607 E-

8, & 2607 E-13) Large Onsite Sewage Systems (LOSS).

The Project will take the three LOSS locations out of

service by transferring waste to the 200W lagoon. The

project will:

•Construct the FEF within 200E.

•Install lift stations, force main, and/or gravity sewer

pipeline from LOSS locations to tie into FEF.

•Install force main transmission line from FEF to the

200W Lagoon for final storage and treatment.

•Modify 200W Lagoon to accept new distribution source.

•Permanently close three select LOSS locations.

If this project is not performed, the risk of having

system failures and WDOH permit violations due to

sewage spills increases dramatically. The current

sewer system in 200E are at near full capacity.

These systems are showing signs of failure. The

additional septic load is shorting the remaining life

of these systems. This project will eliminate liquid

effluent discharges to the soil column with the

potential to impact groundwater quality. The

independent On-Site Septic (OSS)/LOSS systems

are anticipated to not keep up with the proposed

new office facility additions in support of the clean-

up mission programs.

The independent OSS systems and the LOSS

systems located across the Plateau, are increasingly

becoming more intensive to maintain. The sewer

systems are now in need of more frequent septic

tank pumping and sewer component maintenance.

Holding tanks and failed drain fields, which have

converted septic tanks into holding tanks, are more

commonly used to satisfy the immediate demands.

This practice has captured the attention of

regulators recognizing occasional spikes in monthly

reports for average daily flow rates, or more

commonly recording moisture observed in drain

fields suggesting failure of these aging systems. A

central sewage collection and transmission strategy

is needed to properly manage this impending

burden. The FEF will serve as the central sewage

collection and transmission facility.

Sanitary Sewer FY17, FY18, &

FY19

B-16 | P a g e


System Funding

Fiscal Year*

L-854, 200E Sewer

Consolidations.

The Project will take seven LOSS locations out of service

by transferring waste from these locations to the proposed

FEF facility. The project will:

•Install lift stations, force main and/or gravity sewer

pipeline from seven LOSS locations to tie into FEF.

•Permanently close seven select LOSS locations.

If this project is not performed, the risk of having

system failures and WDOH permit violations due to

sewage spills increases dramatically. The current

sewer system in 200E are at near full capacity.

These systems are showing signs of failure. The

additional septic load is shorting the remaining life

of these systems. This project will eliminate liquid

effluent discharges to the soil column with the

potential to impact groundwater quality. The

independent OSS/LOSS systems are anticipated to

not keep up with the proposed new office facility

additions in support of the clean-up mission

programs.

The independent OSS systems and the LOSS

systems located across the Plateau, are increasingly

becoming more intensive to maintain. The sewer

systems are now in need of more frequent septic

tank pumping and sewer component maintenance.

Holding tanks and failed drain fields, which have

converted septic tanks into holding tanks, are more

commonly used to satisfy the immediate demands.

This practice has captured the attention of

regulators recognizing occasional spikes in monthly

reports for average daily flow rates, or more

commonly recording moisture observed in drain

fields suggesting failure of these aging systems. A

central sewage collection and transmission strategy

is needed to properly manage this impending

burden.

Sanitary Sewer FY17, FY18, &

FY19

L-357, Replace 12-in. PW

Line to 222-S Lab.

Project L-357 will replace the aging PW lines feeding the

S-Plant facilities from the existing 283W Water Treatment

Facility. This section of 12-inch ductile iron piping was

installed in 1960 and runs approximately 780 feet in

length.

Scope includes:

Planning, permitting, and design to replace this run of

pipe.

Excavation and construction of new pipeline,

including new vent and drain valve stations, and

repairs to asphalt roadways that are crossed/disturbed

during construction.

Demolition as needed and abandonment in place of the

old line.

Tie-in and testing of new line.

Loss of water to 222 S Lab would result in inability

to process high level radioactive samples in support

of Tank Farm Operations, including Direct Feed

Low Activity Waste (DFLAW) and WTP.

222 S Lab has a service life to support Tank Farm

Operations as well as WTP. This line replacement

is needed due to an age and condition of the piping.

The loss of this line may result in a total loss of PW

to the 222 S, impacting both process and fire

protection.

Water FY17 & FY19

L-850, Replace 200W 1.1M

gallon PW tank.

Design and construct replacement 1.1M gallon sanitary

water tank in 200W. Additionally, the project will

demolish and remove the existing tank in 200W, provide

booster chlorination, and provide freeze protection to

satisfy NFPA requirements. Project will satisfy

Washington Administrative Code (WAC) and American

Water Works Association (AWWA) requirements.

The existing PW Tanks in 200E and 200W were

installed and brought on-line in 1996 under Project

B-604. These tanks provide a dedicated supply of

fire suppression water available for at least 2 hours

for small buildings, and at minimum a 4 hours

supply shall be provided for large buildings. This

criteria is outlined in the “Contractor Requirements

Document (Supplemental) Form” noted in DOE

Order 420.1 Facility Safety.

These tanks are required to be on-line to support the

Hanford Mission. Interruption of service would

impact Nuclear Facility Operations and Waste

Shipments in both 200E and 200W.

Provide a replacement dedicated fire protection

water source in accordance with NFPA and WAC

requirements.

Water FY19, FY20

B-17 | P a g e


System Funding

Fiscal Year*

L-849, Replace 200E 1.1M

gallon PW tank.

Design and construct replacement 1.1M gallon sanitary

water tank in 200E. Additionally, the project will

demolish and remove the existing tank in 200E, provide

booster chlorination, and provide freeze protection to

satisfy NFPA requirements. Project will satisfy WAC and

AWWA requirements by providing a replacement

dedicated fire protection water source. Tanks will meet

safety basis requirements for nuclear facilities.

A visual inspection of the tank interior by an

independent third-party determined that the exposed

steel at the roof line of the tank (center roof support)

has degraded and needs replaced. The cathodic

protection sacrificial anodes require replacement

and the interior of the tank require recoating with

NSF approved protective coating to eliminate the

deterioration that is occurring at this time.

If the PW tank fails due to the degradation of the

structural elements within the tank, dedicated fire

protection will be lost resulting in impacts to nuclear

facility operations (e.g. fire safety analysis, DSA

requirements, etc.). Due to the extensive

degradation of the tank, full replacement is required

is required in lieu of repairing the existing tank.

This project will support current and future

operational needs in the Central Plateau. The

primary function is fire protection water with a

secondary function for domestic consumption.

Water FY19, FY20

B-18 | P a g e


System Funding

Fiscal Year*

L-888, Southern Area Fire

Station.

The Southern Area Fire Station needs to accommodate

24/7 operations for the HFD staff and related vehicles. For

planning purposes, the MSA assumes the station will

provide the following:

Vehicle bays to support six emergency response

vehicles. Features that support this objective include

drive-through bays, bypass doors, a drain system, and

an automatically actuated exhaust system. An area to

test, clean, and maintain vehicle equipment will be

located adjacent to the station.

Day shift functional space. This space will include

day-shift administrative offices, a combined training

and conference area, and office for Instrument Test

and Maintenance personnel, and Americans with

Disabilities Act of 1990-compliant bathrooms.

Living area to accommodate 24-hour shift personnel,

with a minimum of 10 HFD personnel per shift. This

area will include dormitory rooms and offices for on-

shift personnel, kitchen and dining area,

study/administrative work space, physical training

space, showers and lavatories, and a storage area for

janitorial and laundry supplies.

Support electrical and communication equipment for

continuity of station operation. This includes required

communications equipment, normal electrical service,

backup generator, and provisions for temporary

generator electrical supply.

Storage to support operations with a secure and

controlled environment for medical and bunker gear,

in addition to general storage-specific areas.

Access to Hanford Site roads and parking to

accommodate staff privately owned vehicles.

This facility will be considered an Essential Facility and

will need to meet all current codes and standards.

Unless the Southern Area Fire Station is built, the

strategic evolution of the long-term HFD

configuration to meet the Hanford Site mission

needs will not be possible. This will result in a less

effective configuration and the inability to remove

service and infrastructure related to the 100, 300,

and 400 Area Fire Stations as planned.

The new fire station is necessary to meet the desired

end-state defined in the ISAP. By the end FY2022

HFD will have reduced its footprint down to two

fire stations, including one new fire station located

to serve the Central Plateau and areas south of the

Wye Barricade, will centralize fire and emergency

support for the safety mission on the Hanford Site.

This facility consolidation from four to three, then

to two stations to meet RL’s footprint reduction

strategy, represents a major cost savings opportunity

over the next 7 years and beyond for annual

operating expense budgets.

During the Hanford Site cleanup process, numerous

factors have impacted the scope and timelines of

the Site’s mission. To identify and strategically

plan for and identify the projects necessary to

realign and consolidate HFD services, including

infrastructure and fire station location with the

Site’s MSA conducted numerous facilitated studies.

These studies evaluated fire station infrastructure

and deployment over the course of the MSC. The

current program strategy includes a Northern Area

Fire Station and a Southern Area Fire Station that

would be located south of the Wye Barricade. This

project covers the design and construction of the

Southern Area Fire Station.

The Southern Area Fire Station will provides 24/7

fire protection, emergency medical services,

hazmat response, and special rescue services to

300, 400, and 600 Areas South of the WYE

barricade. In addition, third station will serve

DOE-RL cleanup sites and operating facilities,

including such facilities as 618-10, 618-11, and

building 324 until remediated, the Volpentest

HAMMER Federal Training Center (HAMMER),

and Patrol Training Academy (PTA), and non-DOE

facilities including Energy Northwest and the Laser

Interferometer Gravitational Wave Observatory

(LIGO).

Hanford Fire FY17 & FY19

B-19 | P a g e


System Funding

Fiscal Year*

L-791, RFL Transfer Trip

Upgrades.

Project L-791 will reconfigure the outdated transfer trip

system using industry-standard components and methods,

which will provide a more reliable, dependable and faster

system. The hardware aspect of the project will require

removal of the existing RFL transfer trip equipment in the

251W and 251E substations, upgrade of existing line

distance relays with new distance relay models,

completion of fiber optic cable runs to the A6 and A8

substations in conjunction with project L-612 (North Loop

Transmission Line Upgrade Project), and modification of

the transfer trip relaying so it functions as a relay-to-relay

system for operation with BPA.

The 230kV South Loop will be a single point failure

while the L-612 project is cutting over power from

the old line to the new. If a triggering event causes

a fault on the South Loop at or near the A6 or A8

substations during that timeframe, power will be lost

to the Hanford site, which could cause system

instability. System instability, if it occurs, could

cause cascading outages throughout the west coast.

The probability of cascading outages of this

magnitude is very low because of the unlikely

simultaneous occurrence of the planned outage on

the North Loop during a 4 to 6 week window and a

fault on the South Loop; however, this low

probability event has very high consequences.

A higher speed transfer trip system will also lessen

the severity of damage to Hanford equipment during

a 230kV outage, thereby reducing risk.

Regardless of timing of an outage on 230kV system,

if the existing RFL units need to be replaced, MSA

has no ready spares and there is no vendor support;

the system could remain without transfer trip

protection for weeks or months, which would

increase the probability of a catastrophic fault and

the probability and consequence of equipment

damage.

An updated, high-speed transfer trip system is

needed on the 230 kV system to reduce the

probability of causing instability in the system,

which could cause cascading outages on the west

coast, and to reduce the severity of damage to

Hanford equipment. The need for transfer trip

upgrades have been noted in the last two revisions

of the ISAP, and in the 2015 and 2017 EU Master

Plans. BPA, who is performing North Loop

upgrades (L-612), would like L-791 completed

before the Columbia Generating System outage in

May 2019. If L-791 is not completed before the

CGS outage, it will need to wait until the next

opportunity in 2021. Electrical FY19

L-898, 100 Area Mission Crit.

Dist. Feeder Replacement.

Design, rebuild, and reroute the 100 Area electrical

distribution system (lines C9-L3 and C9-L4) to align with

post River Corridor cleanup (current) and future main load

centers at 100K, 100B, and 100D Areas. Includes load

support to Pump and Treat facilities scattered along the

river, BPA Hanford Substation, B Reactor, and river

pumping stations.

100 Area feeders are at risk of failing and not

optimized for current load center distribution. The

two lines, C9-L3 and C9-L4 are made up of many

older lines within each area that were connected

together to get power from the substation to each

load. As such, they do not always follow the most

efficient path to get through the 100 Areas. Lines

C9-L3 and C9-L4 have enduring mission need to

supply power as identified above. They are past

end-of-life and failure would result in outages at a

minimum, and possible range fires, putting

personnel and needed structures at risk.

Execution of this project will ensure that the 100

Area distribution system is configured to meet the

long-term site mission to provide site water, and

fulfill the obligation of providing reliable safe

power to both the 105B Historic Museum and the

BPA Hanford Substation. Reference: HNF-6608,

Hanford Site Electrical Utilities Master Plan, Rev.

3.

Electrical FY20

B-20 | P a g e


System Funding

Fiscal Year*

ET51, (Access Layer) HLAN

Network Upgrade Phase II

ET51 will include the design, procurement and upgrade of

the existing Hanford Local Area Network (HLAN) devices

with new equipment and technology in support of the

Hanford Mission. The project consists of upgrading all

access layer network switches and wireless access points

infrastructure across all Hanford facilities. The project

will replace approximately 1134 network switches and 300

wireless access points in 400 Facilities. The exact

numbers will be determined during the design phase of the

project. Note: The access layer is the lowest level in the

network topology connecting end user devices (computers,

thin clients, laptops, printers, etc) to the network through

either wired or wireless connections.

Key justifications for the upgrades are:

Cisco end-of-support for cyber security

updates on current switches – 10/30/2017.

End-of-Support on Meru Wireless Access

Points has passed.

Increased reliability, performance,

management and security.

Implementation of new advanced

technologies.

Risks for not upgrading the network devices are:

Vendor does not support end-of-life

network devices; therefore, new security

related issues might not be resolved, leaving

HLAN exposed for network attacks.

Increased exposure to new security risks

and threats, which cannot be effectively

thwarted through software upgrades. This

can result in theft of data, denial of service,

and unmitigated malicious behavior both

intentional and unintentional.

Potential risk of rating poorly on

IG/OA/third-party security audit due to

outdated network hardware/technologies.

Devices currently older than expected life

cycle of 5 years.

Increased projected equipment failures.

This is escalated in outlying areas due to

harsh conditions.

Device failures will disable HLAN services and

applications, including Voice over Internet Protocol

(VoIP) phones.

This project will increase reliability, performance

and security; Maintain vendor support for business

critical hardware and software maintenance.

Implementation of new advanced technologies

(including internal IPv6 routing) and security

functionalities; and an updated network is needed

to implement increasing requests from DOE-

Headquarters (HQ) to enhance network security,

mobility and performance at DOE sites.

IT / IM FY17 & FY20

L-821, Emergency Siren

System Upgrade.

Purchase 4-6 Mobile Sirens to integrate with current

AtHoc system for the 200W Area. Cannibalize old sirens

for spare parts and Utilize decommissioned 200W Area

siren parts for sirens in K/E/300 Area and along the river.

Purchase 4-6 Mobile Sirens to integrate with current

AtHoc system for the 200E Area. Cannibalize old sirens.

In K/300 Area and along the river.

Purchase Mobile Sirens (20 approx. 8-10) as needed to

ensure proper coverage for the remainder of the site.

Deactivate/Eliminate 100K and 400 Area Sirens and

replace with building speaker arrays/TARS if needed.

Following review and collaboration with the

Emergency Management team, it was determined

that, due to the degradation of the current system,

Hanford Site Emergency Alerting System (HSEAS)

is not sustainable for the next 15-20 years without

significant upgrades. The recommended HSEAS

strategy is to utilize current outdoor sirens to failure

and replace the siren system with a flexible mobile

siren system. AtHoc capabilities for outdoor

(building speaker arrays) and indoor alerting will

also need to be developed.

A study was performed to determine the best

alternative (MSA-1201726, Hanford Site

Emergency Alerting System Recommendation).

The alternative selected is: Replace all 44 sirens

with 30 mobile units on a new radio frequency that

have better technology and increased flexibility to

achieve intelligible voice coverage requirements. IT / IM FY20, FY21

B-21 | P a g e


System Funding

Fiscal Year*

L-801, Replace Supervisory

Control And Data

Acquisition (SCADA).

The scope is to replace the current EU SCADA system.

The project will include replacement of: 1) SCADA

hardware [Remote Terminal Units (RTUs), logger printer,

and computer if necessary]; 2) SCADA software including

a Geographical Information System (GIS) module; 3)

dispatcher MIMIC board lamp driver system in the

Dispatch Center; and 4) alarm notification system (auto-

dialer) components at the four substations on the Hanford

Site.

The SCADA system has been without vendor

support since 2013; replacement parts and technical

assistance are no longer available. Life expectancy

with discontinued support depends on in-house

expertise and spares. The system will continue to

run until spare parts have been exhausted or there

are software compatibility issues with future

computer operating system platforms. If L-801 is

not implemented, and the system fails, EU craft

personnel would have to manually perform

switching of high voltage substation breakers and

yard disconnects, placing them in an extremely

hazaardous arc flash boundary. In addition, ongoing

monitoring of mission critical substation equipment

would be required around the clock, including

during regularly scheduled off-shift hours. Without

a functioning SCADA system that monitors and

alarms T&D conditions, outages could last longer

and cause more damage.

Given the complexity of the SCADA system, it is

necessary to consider replacement well ahead of the

expected end of life. Replacement of a SCADA

system of this size could take months to complete.

Procurement is a lengthy process because SCADA

systems are customized and rarely available off the

shelf, and additional months are required for

installation and testing building databases, replacing

hardware, and commissioning the new system.

The SCADA system consists of equipment to

remotely monitor and control Hanford's Electrical

Power T&D system. The SCADA system records

and logs all events, alerts Operations personnel

when conditions become hazardous, and can

remotely and instantaneously operate the high

voltage substation breakers and motor operated

disconnects located in the substation yard, which

minimizes damage to the system, length of outages,

and averts the need to place workers in a hazardous

arc flash boundary. The need for L-801 was

identified in the 2015 and 2016 ISAP and in the FY

2015 EU Master Plan (HNF-6608 Rev 3). While

the system is currently functioning, the need for

replacement is becoming increasingly urgent due to

limited spares and lack of vendor support. Electrical FY20, FY21

B-22 | P a g e

L-781, 181D Vertical Turbine

Pumps, Header,

Instrumentation, Commission

(Design/Procurement) &

(Construction).

This project will provide engineering, procurement, and

construction for new vertical electric turbine pumps and

one vertical diesel turbine backup pump capable of

pumping a minimum flow of 8,200 gpm and a maxiumum

total dynamic head of 675 feet directly to the plateau

reservoirs (as documented in HNF-60063-01, July 2016,

"Export Water Pump Pipeline Hydraulic Analysis). The

existing 181D header will be abandoned in place and a

new pump header will be installed. This project will also

include bypassing the 182D reservoir and pumping system,

upgrading electrical capacity (replacing transformer and

associated equipment or upgrade as applicable), and new

piping distribution from 181D to the tie-in point at the

existing 42" export water line. This project will include

the capability for remote operation and monitoring from a

central location in the 200 Area Plateau.

Project to include:

Preventive/Predictive maintenance requirements and

procedures.

Revise existing or provide new operating procedures.

Operations and maintenance training.

Key Assumptions:

1) Continued use of the 181D River Pumphouse building.

2) Additional electrical power maybe required and will be

coordinated with Electrical Utilities Project L-898, "100

Area Mission Critical Distribution Feeders Replacement."

3) Includes deactivation and replacement of the existing

pumps, headers, and instruments at 181D and 182D.

3) Does not include demolition and decommissioning of

the 181D header or 182D reservoir.

4) Project must complete in order to complete projec L-

851, "Design and Install EW Pipe to Replace 42-in at

100D."

5) Includes piping up to and tie-in to the existing 42 inch

export water line or new export water line if construction

complete per Project L-851.

6) During early project planning phase, an engineering

study is needed to 1) evaluate feasibility including

cost/benefit of designing and installing a 100B Area

redundant export water system in lieu of designing and

constructing projects L-781 and L-851 at 100D Area

(yields footprint reduction), 2) update 42-in export water

line condition assessment and recommend optimal timing

of L-851, 3) evaluate alternative sources for Meterological

Lab high pressure water supply need in lieu direct export

water line tie-in (could significantly reduce pumping head

requirement and pump sizing/cost). This engineering

Failure to complete this project leaves antiquated/at

risk facilities in operation including pumps,

discharge header piping, and 182-D Reservoir that

could fail and lead to unplanned shutdowns of the

100D export water system putting the entire

Hanford Site's water supply at a single point of

failure (e.g., 100-B export system). Leaving the

system as is does not align with the vision of

reducing the Hanford Site footprint, or increasing

the reliability of production water needed to operate

the WTP and associated Hanford Site cleanup

facilities over approximately the next 30 years.

The export water system provides all source water

to the 100 Area and 200 Area Plateau. This project

provides the capability to bypass the 182D

reservoir and pumping system, thus allowing the

decommissioning of the 182D reservoir. This

project will provide a more reliable water supply to

support site cleanup operations in the 100 K Area

and 200 Areas including DFLAW and WTP. The

requirements for water are specified within HNF-

5828, Hanford Site Water System Master Plan.

Water FY19-FY20

B-23 | P a g e


System Funding

Fiscal Year*

study is also identified in the L-826 Project Scope

Document.

B-24 | P a g e

L-826, 181B Vertical Turbine

Pumps, Header,

Instrumentation, Commission.

This project will provide engineering, procurement, and

construction for new vertical electric turbine pumps and

one vertical diesel turbine backup pump capable of

pumping a minimum flow of 8,200 gpm and a maximum

total dynamic head of 675 feet directly to the plateau

reservoirs (as documented in HNF-60063-01, July 2016,

"Export Water Pump Pipeline Hydraulic Analysis). The

existing 181B header will be abandoned in place and a

new pump header will be installed. This project will also

include bypassing the 182B reservoir and pumping system,

upgrading electrical capacity (replacing transformer and

associated equipment or upgrade as applicable), and new

piping distribution from 181B to the tie-in point at the

existing 42" export water line. This project will include

the capability for remote operation and monitoring from a

central location in the 200 Area Plateau.

Completion of this project will require preparation of a

Project Report for submission to the Washington State

Department of Health.

Project to include:


procedures.



Key Assumptions:

1) Continued use of the 181B River Pumphouse building.

2) Additional electrical power maybe required and will be

coordinated with Electrical Utilities Project L-898, "100

Area Mission Critical Distribution Feeders Replacement."

3) Includes deactivation and replacement of the existing

pumps, headers, and instruments at 181B and 182B.

3) Does not include demolition and decommissioning of

the 181B header or 182B reservoir.

4) Project must complete in order to complete project L-

852, "Design and Install EW Pipe to Replace 42-in at

100B."

5) Includes piping up to and tie-in to the existing 42 inch

export water line or new export water line if construction

complete per Project L-852.

6) During early project planning phase, an engineering

study is needed to 1) evaluate feasibility including

cost/benefit of designing and installing a 100B Area

redundant export water system in lieu of projects L-781

and L-851 at 100D Area (yields footprint reduction), 2)

update 42-in export water line condition assessment and

recommend optimal timing of L-852, 3) evaluate

Failure to complete this project leaves antiquated/at

risk facilities in operation including pumps,

discharge header piping, and 182-B Reservoir that

could fail and lead to unplanned shutdowns of the

100B export water system putting the entire

Hanford Site's water supply at a single point of

failure (e.g., 100-D export system). Leaving the

system as is does not align with the vision of

reducing the Hanford Site footprint, or increasinhg

the reliability of production water needed to operate

the WTP and associated Hanford Site cleanup

facilities over approximately the next 30 years.


to the 100 Area and 200 Area Plateau. This project

provides the capability to bypass the 182B reservoir

and pumping system, thus allowing the

decommissioning of the 182B Facilities (separate

project identification needed). This project will

provide a more reliable water supply to support site

cleanup operations in the 100 K Area and 200

Areas including DFLAW and WTP. The



Water FY21

B-25 | P a g e


System Funding

Fiscal Year*

alternative sources for Meteorological Lab high pressure

water supply need in lieu direct export water line tie-in

(could significantly reduce pumping head requirement and

pump sizing/cost). This engineering study is also

identified in the L-781 Project Scope Document.

EC05, Replace Regulated 33-

Ton Crane With an 80-Ton

Crane – HO-17T-5687

(1984).

This procurement replaces a Rough Terrain (RT) 33-ton

crane (HO-17T-5687) with a RT 80-ton crane RCV. The

smaller capacity older cranes are being replaced with the

newer larger 80-ton capacity RT cranes because of the

encroachment limitations within the Tank Farm projects.

The current crane was procured and placed into service in

1984 and due to lack of safety systems will not meet

American Society of Mechanical Engineers (ASME)

Nuclear Quality Assurance (NQA-1) standards and cannot

be used in the Tank Farms.

Tank Farms increasingly defines limits on tank

dome loading to protect structural integrity of the

tanks requiring cranes be located farther from the

tank dome. These limitations require increasing the

stand-off distance established between the ground

loading of the mobile crane footprint and the tank

dome. The existing small capacity (30 and 33-ton)

older cranes in Hanford’s crane fleet cannot provide

the lifting capacity needed for forecasted loads

while meeting these stand-off requirements. Tank

Farms now requires MSA Crane and Rigging to

comply with requirements of ASM) NQA-1 quality

standard. Newer model cranes provide the best

insurance of compliance and reliability and larger

cranes provide the required safety margins for

extended lifting service. The dependability of this

current crane is not acceptable to meet the

increasing workload that is being placed on it and

the safety features are limited and outdated. These

issues have and will continue to challenge Tank

Farm contractor costs and schedule due to extended

repairs and downtime while waiting on the

availability of other cranes within the crane pool.

Based upon the long-term Tank Farm mission

requirements and collaborative analysis has

concluded that these older cranes should be replaced

with larger, 80-ton capacity units.

Cranes must be reliable and dependable to meet

accelerated schedules. This crane is 34-years-old

and no longer cost effective to operate due to

continuous mechanical breakdowns. The

dependability of the crane is not acceptable and

replacement parts for this crane are becoming

increasingly difficult to obtain. The manufacturer

is no longer in business which removes all support

for future service. This crane is needed to support

accelerated cleanup projects for Washington River

Protection Solutions (WRPS) tank farm projects

and maintenance operations. This crane has been

used extensively for pit and tank intrusive work

inside the 200E and 200W Area tank farms

complex for projects such as facility upgrades and

life extension projects. An inoperative mobile

crane leads to lengthy delays in meeting accelerated

milestones and the contractor’s performance goals.

WRPS will experience greater costs waiting on the

availability of other cranes within the crane fleet

without this crane availability, due to maintenance

repairs and down time.


B-26 | P a g e


System Funding

Fiscal Year*

L-851, Design and Install EW

Pipe to Replace 42” Export

Water Pipe in 100D.

This project replaces 5.62 miles of the 182D 42-inch CCP

export water pipe.

HNF-60063-01, July 2016, "Export Water Pump Pipeline

Hydraulic Analysis" studied the export water system and

concluded that the existing 42-inch line should be replaced

with 30-inch ductile iron.

Ductile iron was chosen as a replacement material because

of its durability and the fact that it can be installed while

the existing pipe continues in use. A quick tie-in

connection will allow for a very short outage period when

service is switched over and the fact that the pipe will be

buried as it is installed will allow for project staging, if

desired.

Project to include:


procedures.



Key Assumptions:

1) This project is dependant on the completion of Project

L-781 (181D Vertical Turbine Pumps, Header, Inst,

Commission.

2) Abandon in place including cut and cap existing export

water line.

3) Pipeline route will parallel existing export water line

route.

4) Alternatives and timing of this project will be evaluated

in an engineering study outlined as needed in the L-781

and L-826 Project Scope Documents.

The 42 in. pipe has been in service since 1944.

While it has not suffered any significant failures to

date it has served 70 years at present. The expected

life cycle for the pipe is estimated at 30 years, and

statistically, a failure becomes more likely each

year.

Failure to complete this project leaves an

antiquated/at risk pipeline with reliability concerns

due to the age of the material. Additionally, failure

to fund this project may have residual impacts to the

sizing of components in associated project (L-781).

A failure of this line would result in a single-point

failure for the entire Hanford Site's water supply.


to the 100 Area and 200 Area Plateau. The



This project will provide a more reliable water

supply to support site cleanup operations in the 100

K Area and 200 Areas including DFLAW and

WTP. The requirements for water are specified

within HNF-5828, Hanford Site Water System

Master Plan.

Water FY21-FY22

B-27 | P a g e


System Funding

Fiscal Year*

L-794, Upgrades to HFD

Station 92 (Bldg. 609A).

Project L-794 includes design and construction/renovation

of Station 92 to accommodate additional personnel

reassigned from closed Fire Station 91 and provide

additional space for associated relocated materials and

equipment. The primary renovations include adding men’s

and women’s restrooms, locker rooms, shower facilities,

and dormitory rooms to facilitate the additional staff.

Key Assumptions:

1) Right sizing the renovations will align with the number

of essential staffing called out in the 2014 Baseline Needs

Analysis in order to meet the site needs for effective

Hazmat, Fire, and Medical response (Hanford Fire

Department Emergency Response Needs Assessment

Volume 1(BNA)(HNF-1180).

2) Facility renovations will not require adding square

footage to Station 92. The existing classroom area within

Station 92 will be modified to expand restroom, locker

room, and dormitory areas.

3) The project does not include a design and construction

of a new storage building (Project L-771) that will house

the materials, apparatus, and equipment from Station 91.

Completion of both projects are predecessors to the closure

of Station 91.

4) Timing of closure of Station 91 is dependent on

completion of K Basins Closure.

5) Station 92 dispatch room will remain functional during

the renovation process.

Station 92 does not include adequate restroom,

locker room, shower, and dormitory facilities to

house personnel relocated from Station 91. Without

construction of the listed renovations, and

coincident Station 92 equipment storage building

construction (Project L-771), there will be

insufficient space to house personnel, materials,

apparatus, and equipment from Station 91

preventing 1) closure of Station 91, 2) associated

footprint reduction, and 3) meeting the desired HFD

consolidation end-state described in MSA-

1502102A R1.

A strategy to realign and consolidate HFD services

from four to two fire station locations (e.g.,

Northern Area at Station 92 and Southern Station

(Project L-888) aligns with the changing needs at

the Hanford Site documented in 2011 and 2012, via

HNF-51581 and HNF-51585, respectively, in a

follow-on report, "Summary Report for Hanford

Fire Station Consolidation Activities Fiscal Years

2015 - 2025," MSA-1502102A R1 and in the

Infrastructure and Service Alignment Plan, HNF-

44238. A key consolidation recommendation to

close Station 91 reducing the Hanford Site

footprint, requires execution of this project and L-

771.

The consolidated Northern Area Fire Station will

provide primary 24/7 fire protection, EMS,

HAZMAT response, and special rescue services to

100, 200E, 200W, 600, WTP, & Energy Northwest.

Hanford Fire FY21

B-28 | P a g e


System Funding

Fiscal Year*

L-771, New Equipment

Storage Building at HFD 609-

A.

Project L-771 scope includes the design and construction

of a new five-bay materials, apparatus, and equipment

storage building to be located in close proximity to Station

92.

Key Assumptions:

1) Building sizing is based on housing the materials,

apparatus, and equipment currently located at Station 91

that will be relocated/consolidated to Station 92 when

Station 91 is closed.

2) Station 91 is scheduled to be closed after closure of 100

K Area Basins.

3) The building location must be in close proximity to

Station 92 to facilitate immediate access to response

vehicles by fire responders.

3) Project does not include construction of space for

personnel at Station 91. Building construction needs to be

scheduled to complete concurrent with completion of

Project L-794, "Upgrades to HFD Station 92 (Bldg.

609A)". Completion of both projects are predecessors to

closure of Station 91 and are required to facilitate

consolidation to Station 92.

4) Project does not include scope to move materials,

apparatus, and equipment from Station 91 to Station 92.

5) Project does not include decommissioning and

demolition of Station 91.

Station 92 does not include space to house

materials, apparatus, and equipment from Station

91. Without construction of the new storage

building and coincident Station 92 construction

upgrades (Project L-794), there will be insufficient

space to house materials, apparatus, equipment and

personnel preventing 1) closure of Station 91, 2)

associated footprint reduction, and 3) meeting the

desired HFD consolidation end-state described in

MSA-1502102A R1. Note that consolidation of fire

stations does not reduce the quantity of materials,

apparatus, equipment, or personnel required at the

Hanford Site as documented in Hanford Fire

Department Emergency Response Needs

Assessment Volume 1(BNA) (HNF-1180).

A strategy to realign and consolidate HFD services

from four to two fire station locations (e.g.,

Northern Area at Station 92 and Southern Station

(Project L-888) aligns with the changing needs at

the Hanford Site documented in 2011 and 2012, via

HNF-51581 and HNF-51585, respectively, in a

follow-on report, "Summary Report for Hanford

Fire Station Consolidation Activities Fiscal Years

2015 - 2025," MSA-1502102A R1 and the

Infrastructure and Service Alignment Plan, HNF-

44238. A key consolidation recommendation is to

close Station 91 reducing the Hanford Site

footprint, requires execution of this project and L-

794.

A consolidated Northern Area Fire station (Station

92) will provide primary 24/7 fire protection, EMS,

HAZMAT response, and special rescue services to

100, 200E, 200W, 600, WTP, & Energy Northwest.

Hanford Fire FY21

B-29 | P a g e


System Funding

Fiscal Year*

L-720, Outdoor Lighting

Reconfiguration and

Replacement.

This project will upgrade and replace obsolete street

lighting on the Central Plateau including 200E and 200W

Areas and Route 3 between the two areas by eliminating

unnecessary lighting and upgrading existing lighting

fixtures to higher efficiency lighting.

Much of the lighting in the 200 Areas is of legacy

series that is obsolete, inefficient, at end-of-life, and

is difficult or impossible to procure replacement

parts for. The existing lighting that was surveyed in

the engineering study was found to be inadequate in

regards to safety in many locations. For example,

deficiencies included unlit crosswalks, very low or

no light production by antiquated or inoperable light

fixtures, and widely offset light poles. The upgrade

will result in lower energy and maintenance costs

while improving reliability and reducing the

probability of vehicle accidents and personnel

injuries especially in high traffic areas. Failure to

implement L-720 incurs the following risks: 1) Non-

Compliance with Washington DOT and

Illuminating Engineering Society (IES)

requirements, 2) inability of system to meet current

and future mission needs, 3) increased maintenance

costs, 4) higher energy consumption, 5) higher

probability of failure induced outages, 6) higher

pole fire potential due to failing equipment and 7)

higher risk of vehicle accidents and personnel injury

due to unlit, low production, or non-existent

lighting.

The Central Plateau requires right sized,

functioning street lighting to support current and

future missions. A gap analysis/deficiency is

identified in HNF-6608, "Hanford Site Electrical

Utilities Master Plan," Rev. 3 (Rev. 4 in

development) that describes the need to remove

obsolete lighting not required for regulatory

compliance, personnel safety and security. In

addition, recent removal of the Rattlesnake

Observatory Mission eliminates associated

illumination restrictions on the Central Plateau.

Specific street lighting upgrades to support current

and future Central Plateau mission needs are

identified in HNF-60037, "Evaluation Report for

Central Plateau Exterior Site Lighting," issued June

16, 2016.

Electrical FY21

L-896, Repair/Replace 6266

Roof.

Install a new roof over the analytical lab building currently

used by MSA Environmental staff. The roof is 20 years

old and starting to leak. There is evidence of failure of

brackets where the roof meets the soffit.

There is an assessment of this roof from November

2002 that identifies several deficiencies in

workmanship including improper anchoring,

inadequate sealing, damage “knee caps,”

maladjusted retaining clips, and misalignment

between roofing panels. The assessment concluded

that thermal expansion would cause the roof to

develop new leaks over time which correlates with

what is being observed.

The mission need to provide environmental

services in a safe, reliable manner is achieved by

maintaining the 6266 North Lab in an operable

condition. The 6266 Building provides the

laboratory and office space necessary to perform

environmental analysis for Hanford Site cleanup

projects. The facility has recently been

experiencing leaks in the roof, allowing for water to

seep into sections of the administrative area. This

poses a risk to the safety of facility personnel,

exposing them to slipping hazards or unsafe

exposure to water possibly dripping onto electrical

equipment. Additional leaks would have the

potential to impact analytical operations, ultimately

putting site cleanup projects at risk if the condition

of the roof worsens without repair or replacement.

Facilities FY21, FY22

B-30 | P a g e

L-900 Roof and HVAC

Replacement.

Replace 4 end-of-life facility's Roof and HVAC units with

in-kind types. This proposal addresses turnkey Roof and

HVAC replacement efforts including existing design

verification, procurement, construction preparation and

execution, Roof and HVAC removal, construction/

installation, quality control/acceptance and project close

out. The following are the 4 facilities: 2719EA (200E

Electrical Shop), 609A (200E Fire station), 251W (200W

Substation), 274E (Painter Shop).

DOE Order 430.1B requires, "Real property assets

will be maintained in a manner that promotes

operational safety, worker health, environmental

protection and compliance, property preservation,

and cost-effectiveness while meeting the program

missions."

If nothing is done to replace the HVAC units, they

will reach a catastrophic failure point where

recovery of the existing system is not feasible and

maintenance staffs are left spending long hours

during adverse work conditions attempting to

acquire make-shift solutions to regain the system

operations. Parts are very limited so acquiring

spares can take considerable time and money. In

many cases, manufacturer’s parts are no longer

available leaving the maintenance staff no other

choice but to scavenge parts from other broken

systems or fabricate components. As these systems

continue to fail, the time required to repair escalates

to a point where all of the HVAC resources are

consumed by these high priority reactionary service

requests. These situations can have a temporary but

serious impact to operations. None of the options

are desirable or cost effective.

In the most extreme cases when these systems fail,

building occupant’s health can be affected by

working is sustained high heat or cold office work

situations. During these situations, stop work or

suspended work conditions are possible. Facility

management is challenged with suspending work or

finding suitable alternate facilities to relocate

personnel until the work conditions are returned to

acceptable levels. These situations often generate

the need for costly over-time thereby exceeding

budget allowances from these unplanned events.

If nothing is done to replace the roofs, they will

continue to deteriorate at an increasing rate. As all

4 of the roofs exceed their design life the risk of

failure significantly increases. In the case of 609A

and 251W failure has already occurred and there are

active roof leaks in these facilities. This risk puts a

burden on already constrained operational budgets.

In extreme situation, building occupant's health can

be affected by continual leaking roof and HVAC

failures. Water permeates through the roof decking

and enters the building damaging ceiling insulation,

These 4 facilities are key in MSA's ability to

provide infrastructure support to other Hanford

Contractors. These facilities are required to house

Fire Systems Maintenance, EU and Sign Shop.

These groups are responsible for safeguards and

security, maintenance services and Site operations.

No alternatives were considered for 2719A, 609A,

251W, and 274E due to the high cost of repairs

approaching or exceeding the cost of procuring new

systems.

Facilities FY22

B-31 | P a g e


System Funding

Fiscal Year*

ceiling tile, light fixtures, walls, carpet and

equipment. Over time, mold begins to grow which

can become a serious health hazard. In addition to

these hazards building occupant's health can be

affected by working in sustained high heat or cold

office work situations. All of these situation cause

work to be suspended or alternate facilities to

relocate personnel until the work condition are

returned to acceptable levels. These situation often

generate the need for costly over-time thereby

exceeding budget allowances for these unplanned

events.

B-32 | P a g e

L-798, 2101M Roof and

HVAC Replacement.

Replace end-of-life 2101M Facility's Roof and Heating,

Ventilation, and Air Conditioning (HVAC) units with in-

kind types. This proposal addresses turnkey Roof and

HVAC replacement efforts including existing design

verification, procurement, construction preparation and

execution, Roof and HVAC removal, construction/

installation, quality control/acceptance and project close

out.









many cases, manufacturer’s parts are no longer





to a point where all of the HVAC resources are

consumed by these high priority reactionary service

requests. These situations can have a temporary but

serious impact to operations. None of the options

are desirable or cost effective.



working in sustained high heat or cold office

environment situations. During these situations,

stop work or suspended work conditions are

possible. Facility management is challenged with

suspending work or finding suitable alternate

facilities to relocate personnel until the work

conditions are returned to acceptable safe levels.

These situations often generate the need for costly

emergency over-time thereby exceeding budgets

from these unplanned events.

If nothing is done to replace the roof, it will

continue to deteriorate at an increasing rate. As the

roof on 2101M exceeds its design life, the risk of

failure significantly increases. This risk puts a

burden on already constrained operational resources.

Roof leaks often occur during inclement weather

requiring maintenance crews to be exposed to poor

work conditions.

In extreme situation, building occupant's health can

be affected by continual leaking roof and HVAC

failures. Water permeates through the roof decking

and enters the building damaging ceiling insulation,

ceiling tile, light fixtures, walls, carpet and

equipment. Over time, mold begins to grow which

can become a serious health hazard. In addition to

these hazards building occupant's health can be

affected by working in sustained high heat or cold

office work situations. These situations cause work

The 2101M Facility has a long term mission

requirement as it support numerous contractor

groups. This facility houses MSA Electrical Utility

management, engineering, operations, planners,

administrative and technical staff, WRPS Vent and

Balance, CH2M HILL Plateau Remediation

Company (CHPRC) Plastic Fabrication Shop, MSA

Industrial and Hygiene, MSA Refrigerating

Equipment Systems, and MSA Material

Coordinators. These groups provide site wide

mission critical support.

Facilities FY22

B-33 | P a g e


System Funding

Fiscal Year*

to be suspended or alternate facilities to relocate

personnel until the work condition are returned to

acceptable levels. These situation often generate the

need for costly over-time thereby exceeding budget

allowances for these unplanned events.

B-34 | P a g e


System Funding

Fiscal Year*

L-796, EOL Roof

Replacements.

Replace 26 end-of-life general purpose facility membrane

roofs with in-kind roofing type. If possible, utilize a

pitched slope on flat roofs and install roof drain spouts as

needed to increase drainage, enhance the system lifecycle

of the roof system and reduce the chance of leaks in the

future. This proposal addresses turnkey roof replacement

efforts including: design verification, procurement,

construction preparation and execution, existing roof

removal, construction/installation, quality

control/acceptance and project close out. The following

are the 26 facilities: MO407, MO413, MO292, MO256,

MO257, MO414, 2719WB, MO722, MO285, MO276,

MO86, MO222, MO842, MO539, MO406, MO412,

MO388, MO259, MO260, MO261, MO441, MO859,

MO972, MO290, 2220E, and 2220W.

DOE Order 430.1B requires, “Real property assets


operational, safety, worker health, environmental



missions.”

The roofs on these facilities are well beyond their

designed life. These roofs are highly prone to

failure and require significant maintenance attention

to patch leaks. As the roof’s age exceeds 90% of

their expected life, the roof deck degrades to a point

where repairs become much more difficult if not

impossible without total surface replacement.

Eventually the increasing maintenance costs can

exceed the cost of a new roof. Real Estate Services,

working in conjunction with MSA Maintenance

Services’ subject matter experts, identified MSA

facilities with beyond end-of-life roofs that are in

very poor condition. Review of lifecycle data

combined with actual field verification identified

roofs that are in the worst condition compared to all

MSA facilities.

If nothing is done to replace the roofs, they will

continue to deteriorate at an increasing rate. In

several cases, the roof material is no longer

repairable, leaving the maintenance staff no other

choice but to replace large sections of the roof at a

time adding to already constrained operational

budgets.

In extreme cases, building occupant’s health can be

affected by continual leaking roofs. Water

permeates throughout the roof decking and enters

the building damaging ceiling insulation, ceiling

tile, light fixtures, walls, carpet, and equipment.

Over time, mold begins to grow which can become

a serious health hazard. During these situations,

stop work or suspended work conditions are

possible. Building occupants are forced to find

alternate work locations until the work conditions

are returned to acceptable safe conditions. These

situations often generate the need for costly over-

time thereby exceeding budget allowances from

these unplanned events.

These 26 facilities are key in MSA’s ability to

provide infrastructure support to the OHC. These

facilities are required to house management,

engineering, operations, planners, administrative

and technical staff plus key networking equipment

required to provide logistical support to mission

cleanup efforts. No alternatives were considered

due to the high cost and long lead time of a

complete facility replacement and maintenance

efforts will not be effective due to roof material

decomposition of the past 20 years.

Facilities FY22

B-35 | P a g e


System Funding

Fiscal Year*

L-797, Key Facilities HVAC

replacements.

Replace 15 end-of-life MSC facility HVAC Systems with

in-kind HVAC types. This proposal addresses turnkey

HVAC replacement efforts including: design verification

prior to procurement, procurement, construction

preparation and execution, construction/installation,

quality control/acceptance and project close out. The

following are the 15 facilities are: MO276, 506BA, 182B,

282WC, 282EC, 609G, 2727E, 604A, 6701B, 2715ED,

MO256, MO257, MO388, MO722, and 2724WB.

DOE Order 430.1B requires, “Real property assets


operational, safety, worker health, environmental



missions.”









many cases manufacturer’s parts are no longer





to a point where all of the HVAC maintenance

resources are consumed by these high priority

urgent/emergency service requests. These situations

can have a temporary but serious impact to

operations. None of the options are desirable nor

cost effective.



working in sustained high heat or cold office work

situations. During these situations, stop work or

suspended work conditions are possible. Facility

management is challenged with suspending work or

finding suitable alternate facilities to relocate

personnel until the work conditions are returned to

acceptable levels. These situations often generate

the need for costly over-time thereby exceeding

budget allowances from these unplanned events.

These 15 facilities are key in MSA’s ability to

provide infrastructure support to the OHC. These

facilities are required to house management,

engineering, operations, planners, administrative

and technical staff plus key networking equipment

required to provide logistical support to mission

cleanup efforts. The groups are responsible for

safeguards and security, environmental compliance,

maintenance services, field supervision, and facility

management. No alternatives were considered due

to the high cost of repairs approaching or exceeding

the cost of procuring new systems.

Facilities FY22

B-36 | P a g e


System Funding

Fiscal Year*

L-603, Chip Seal Route 3N

(Route 11A to Route 3).

Project L-603 is to chip seal Route 3 from Route 11A to

Route 4S. This roadway is approximately 4.1 miles long,

extending south from Route 11A to the 20th St. /ERDF

Ave. and continuing eastbound to Route 4S. The

pavement width various from 28-30 feet wide with 2 foot

gravel shoulders on each outside edge. The total pavement

surface area is approximately 70,000 square yards. The

scope will include surface preparation, crack seal, patching

of potholes and edges as needed. Clean surface to allow a

good adhesion of the chip seal by removing all loose

gravel and debris. The pavement surface will need to be

marked pre chip seal to allow the striping of traffic lanes

post chip seal. Traffic control will need to be inplace to

route traffic around the active work zone using a one lane

closure.


operation required to meet priorities and milestones.

Route 3 will continue to support completing

remaining cleanup missions as a main route to

ERDF, Groundwater operations, Tank Farm

operations and closure, site infrastructure

operations, and as a main commuter road between

200E and 200W Areas. Route 2 also represents the

only access Fire Station 92 (Building 609A) has to

access the 200E and 200W areas. This project will

chip seal 4.1 miles of Route 3 within the 600 Area.

This roadway will be needed long term in the 600

Area (Hanford Site Roads Master Plan, HNF-59706,

March 2016).


operation required to meet priorities and

milestones. Route 3 will continue to support

completing remaining cleanup missions as a main

route to ERDF, Groundwater operations, Tank

Farm operations and closure, site infrastructure

operations, and as a main commuter road between

200E and 200W Areas. Route 2 also represents the

only access Fire Station 92 (Building 609A) has to

access the 200E and 200W areas. This project will

chip seal 4.1 miles of Route 3 within the 600 Area.


Area (Hanford Site Roads Master Plan, HNF-

59706, March 2016).

Transportation FY22

B-37 | P a g e


System Funding

Fiscal Year*

L-852, Design and Install EW

Pipe to Replace 42” pipe at

100B.

This project replaces 4.28 miles of the 182B 42-inch CCP

export water pipe.

HNF-60063-01, July 2016, "Export Water Pump Pipeline

Hydraulic Analysis" studied the export water system and

concluded that the existing 42-inch line should be replaced

with 30-inch ductile iron.

Ductile iron was chosen as a replacement material because

of its durability and the fact that it can be installed while

the existing pipe continues in use. A quick tie-in

connection will allow for a very short outage period when

service is switched over and the fact that the pipe will be

buried as it is installed will allow for project staging, if

desired.

Project to include:


procedures.



Key Assumptions:

1) This project is dependant on the completion of Project

L-826 (181B Vertical Turbine Pumps, Header, Inst,

Commission.

2) Abandon in place including cut and cap existing export

water line.

3) Pipeline route will parallel existing export water line

route.

4) Alternatives and timing of this project will be evaluated

in an engineering study outlined as needed in the L-781

and L-826 Project Scope Documents.

The 42 in. pipe has been in service since 1944.

While it has not suffered any significant failures to

date it has served 70 years at present. The expected

life cycle for the pipe is estimated at 30 years, and

statistically, a failure becomes more likely each

year.

Failure to complete this project leaves an

antiquated/at risk pipeline with reliability concerns

due to the age of the material. Additionally, failure

to fund this project may have residual impacts to the

sizing of components in associated projects (L-826).

A failure of this line would result in a single-point

failure for the entire Hanford Site's water supply.


to the 100 Area and 200 Area Plateau. The



This project will provide a more reliable water

supply to support site cleanup operations in the 100

K Area and 200 Areas including DFLAW and

WTP. The requirements for water are specified

within HNF-5828, Hanford Site Water System

Master Plan.

Water FY22, FY23

L-861, Single-Circuit

Distribution Pole

Replacement.

FY22

L-839, 12” PW Loop-Line to

WTP.

This project will provide a redundant 12” PW feed to

WTP. This line will tie in at the 12” PW loop south of

2269E, run east along Route 4S to Canton Ave, turn north

and run parallel to Canton Ave to the WTP Loop Road.

This is approximately 12,000 feet of 12” PW main.

Only a single PW line is supplied to WTP currently,

which creates a single point of failure should a line

break occurs. The addition of this 12” feed will

create a looped system, eliminating the single point

failure and provide for continued operations of the

WTP in the event of a water line break or

operational activities requiring the isolation of

certain water line valves.

This is a project which will meet both sanitary

water needs at WTP as well as provide a secondary

feed source to the WTP Complex. (DFLAW

Priority project) Water FY23

B-38 | P a g e


System Funding

Fiscal Year*

L-398, 6-in., 8-in, and 10-in.

B Plant PW Lines.

Project L-398 will replace the aging 6-in, 8-in and 10-in

PW lines feeding B-Plant in 200E. These sections of line

were constructed in 1952 and currently supply PW to B-

Plant. The section is made up of approximately 2,200 feet

of 10-in, 170 feet of 8-in, and 380 feet of 6-in nominal

diameter underground pipe.

Scope includes:

- Planning, permitting, and design to replace these

sections of pipe.

- Excavation and construction of new pipeline, including

new vent and drain valve stations, new sectionalizing/

isolation valves, new thrust blocks, and repairs to asphalt

roadways that are crossed/disturbed during construction.

- Demolition as needed and abandonment in place of the

old line.

- Tie-in and testing of new line.

Assumptions include:

- Design/construction activities are general services

quality level 3 (not safety significant).

- Work will be performed by a fixed price construction

contract (performed by construction forces).

- Construction costs will be re-estimated at completion of

30% design milestone, as current estimate is a Record

order of Magnitude (ROM) with escalation.

Safe and reliable PW supply is extremely important

to the timely execution of the Hanford Site mission.

During recent years, Water Utilities has experienced

several failures with aging pipes. Failure to upgrade

the aging 6-in, 8-in, and 10-in water lines which

supplies PW to B-Plant and Waste Encapsulation

and Storage Facility (WESF) would result in

complete loss of PW supply, due to the single point

failure and no looped configuration to the facilities.

Without replacement, the existing water lines will

continue to experience deterioration and/or an

increased chance of failure. There are extremely

high maintenance costs associated with the

substandard water lines due to failures being

handled on an emergency basis. There is the

potential for a catastrophic single point failure that

could force the shut down of facilities.

The Hanford Site PW system is owned by the

Department of Energy, under the management of

DOE-RL. The system exists for the purpose of


The various systems, facilities, and plants

supporting the Hanford Site cleanup mission

require safe and reliable PW supply for cleanup

operations, including B Plant operations and

WESF. These line replacements are needed due to

the age (~65 years old) and condition of the 6-in, 8-

in, and 10-in RW lines. (Ref. Hanford Site Water

System Master Plan, HNF-5828, Rev. 5, August

2016.) The loss of these lines would impact both

current and future cleanup operations and fire

protection to B-Plant and WESF. Water FY23

B-39 | P a g e


System Funding

Fiscal Year*

L-355, 14" 1530 foot Raw

Water Supply Line to 242-S.

Project L-355 will replace the existing 14-inch RW line

feeding the 242-S Facility in 200W. This section of line

was constructed in 1963 and currently furnishes RW from

the export grid to the 242S Facility. The section is made

up of 14-in nominal diameter underground pipeline

approximately 1,530 feet in length.

Scope includes:

- Planning, permitting, and design to replace this run of

pipe.






old line.








30% design milestone, as current estimate is a ROM with

escalation.

Safe and reliable RW supply is extremely important



several failures with aging water lines. Failure to

upgrade the 14-in RW line which supplies the 242-S

Facility in 200W would result in complete loss of

RW to S-farms and 242S, resulting in the inability

to support cleanup operations at S-farms.

The Hanford Site RW system is owned by the






require safe and reliable RW supply for cleanup

operations, including 242-S. This line replacement

is needed due to the age (~54 years old) and

condition of the 14-in RW line. (Ref. Hanford Site

Water System Master Plan, HNF-5828, Rev. 5,

August 2016.) The loss of this line would impact

tank farm retrieval activities at S-farms in 200W.

Water FY23

B-40 | P a g e


System Funding

Fiscal Year*

L-352, Replace/Extend Raw

Water Lines Near A Tank

Farm.

Project L-352 will replace an existing section of 14-in and

20-in RW line as well as add a new section of 20-in, 14-in,

and 6-in RW lines to provide a re-routed closed loop

system in the 200E Area. The aging RW line was

constructed in 1953 and currently furnishes RW to A Tank

Farms and surrounding 200E Facilities. These sections are

made up of 20 inch nominal diameter and 14 inch nominal

diameter underground pipeline totaling approximately 800

feet. In addition, the project addresses extension of the 20-

in RW pipe through the use of a reducer and 14-in nominal

diameter pipe to provide for a re-routed closed loop

system, as well as installation of 6-in nominal diameter

pipe, permitting abandonment of a PW pipe in potentially

contaminated areas.

Scope includes:


pipe, and install new pipe.






old line.









escalation.





upgrade the 14-in and 20-in RW lines which

supplies the A Tank Farms in 200E would result in

the inability to support cleanup operations of Tank

Farms, DFLAW, and WTP. The additional

installation of extension lines for a looped

configuration provide additional redundancy supply

to the WTP and Tank Farms.

The Hanford Site RW system is owned by the







operations, including WTP. This line replacement

is needed due to the age (~64 years old) and

condition of the 14-in and 20-in RW lines. (Ref.

Hanford Site Water System Master Plan, HNF-

5828, Rev. 5, August 2016.) The loss of these lines

would impact both current and future cleanup

operations and fire protection to the 200E Area.

Water FY23, FY24

L-883, Chip Seal Route 10,

SR-240 to WYE Barricade.

Project L-883 will chip seal Route 10 from State Route

240 to the WYE Barricade which is a distance of 7.03

miles with a road width of 40 feet. The pavement surface

area is approximately 165,100 square yards. The scope

will include surface preparation, patching of potholes and

edges as needed. Clean surface to allow a good adhesion

of the chip seal by removing all loose gravel and debris.

The pavement surface will need to be marked pre chip seal

to allow the striping of traffic lanes post chip seal.

Route 10 is an access core route to provide access

through the WYE Barricade to the remainder of the

site from the Benton City/Prosser areas, and

provides access to the LIGO Facility. A chip seal

application will prevent the roadway condition from

degrading to a condition that becomes unsafe,

affecting mission operations and eventually

requiring a much more expensive asphalt overlay.



milestones. Route 10 is a commuter route for site

personnel from the Benton City/Prosser areas and

therefore supports numerous site missions. Route

10 provides access to LIGO and is also utilized as a

commuter route by Energy Northwest personnel

from the Benton City/Prosser areas (Hanford Site

Roads Master Plan, HNF-59706, March 2016).

Transportation FY24

B-41 | P a g e


System Funding

Fiscal Year*

L-534, Overlay Interior 200E

Roads.

Project L-534, "Overlay 200E Interior Roads," will

rehabilitate this key road within the 200E Area. 200E

Area roadways provide surface transportation routes to

projects and facilities. The roadways that have been

determined to require and asphalt overlay to continue

serving the site mission are:

4th St., Route 4S to Canton Ave. Length = 10,870’,

Width= 32’.

12th St., Akron Ave. to Canton Ave. Length = 9,570’,

Width = 23’.

Baltimore Ave., 4th St. to 7th St. Length = 2,200’,

Width = 22’.

Baltimore Ave. Atlanta Ave. to B Farm” Length =

1,120’, Width = 32’.

The total surface area of the pavement treatment is

approximately 72,470 square yards.

The roads will be refurbished by patching potholes and

pavement edge breakage, applying 2 inch Hot Mixed

Asphalt (HMA) over a geotextile fabric, and painting lane,

shoulder and stopping areas. The 2’ to 4’ wide road

shoulders will be built up with new crushed gravel to

match finished asphalt grade. Traffic Control will be

needed due to construction activities limiting traffic to one

lane roads.

The roadways included in this project are all needed

as long term primary haul and commute routes to

complete cleanup and tank farm closure. The

current condition of the project sections of roadways

are “fair” condition but are deteriorating due to

heavy hauling loads and traffic volume. 4th St., 12th

St., and Baltimore Ave. support Tank Farm waste

remediation, operations, WTP operations and

closure, canyon disposition of PUREX, and

provides access to infrastructure and facility base

operations. Without this project the roads will

continue to degrade to the point that a much more

expensive rebuild/reconstruct will be required, in

the meantime becoming unsafe and affecting

mission operations.

DOE-RL and DOE-ORP require reliable and safe

roadways with the 200E Area for the transport of

personnel, material, equipment, supplies, and

cleanup debris; and 4th St. and 12th St. cannot fulfill

the need without improvements being completed to

the asphalt surface. These roadways provide access

to the Fleet Maintenance and General Services

shops, Hanford Patrol Headquarters, access to 200

East B, BX, and BY Tank Waste Cleanup, 200E

Pump and Treat Facilities, disposition of PUREX

and ancillary facilities, and provide access from

waste sites within the 200E Area to the

Environmental Restoration Disposal Facility

(ERDF) disposal site. These roadways need to be

maintained safe and reliable as long term access

within 200E and are critical to the successful

completion of these cleanup components (Hanford

Site Roads Master Plan, HNF-59706, March 2016).

Transportation FY24

L-879, Overlay Cypress

Street, Route 4S to George

Washington Way Extension.

Project L-879 will apply a 2 inch asphalt overlay over a

layer of geotextile fabric to Cypress Street from Route 4

South to George Washington Way Extension. This

roadway is approximately 2,400 feet long with an asphalt

pavement 52' wide with 4 foot gravel shoulders on each

outside edge as needed. The scope will include patch

areas as needed, clean surface to allow a good adhesion of

the geotextile fabric and asphalt mix by removing all loose


marked to allow the striping of traffic lanes post overlay.

Cypress Street is now one of only two main

accesses into and out of the 300 Area, and will

support Groundwater, site infrastructure needs, and

Pacific Northwest National Laboratory (PNNL).

Without this project the road will continue to

degrade, become unsafe, impact mission operations,

and cost significantly more to rebuild/reconstruct.


operation required to meet priorities and milestones

in particular this road project will support as a main

commuter to/from 300 Area, Groundwater, site

infrastructure needs, and PNNL support. This

project will overlay 2 inches of asphalt over

geotextile fabric on Cypress Street within the 300

Area. Cypress Street will be needed long term in

the 300 Area (Hanford Site Roads Master Plan,

HNF-59706, March 2016).

Transportation FY24

L-872, Rebuild B Avenue,

Route 1 to Route 6.

Reconstruct B Avenue from Route 1 to Route 6 to widen

the pavement width from 20' to 26' and improve the

exiting poor roadway condition. The scope will include

removal of the existing asphalt, widen the road grade to

accommodate a 26' wide pavement (6880 ‘ long) with 4'

gravel shoulders, construct a new crushed rock base

course with a thick top course of crushed rock and apply a

thick PG asphalt pavement surface. The pavement surface

will be striped to mark traffic lanes.

The existing roadway surface is in poor condition

and is it continues to deteriorate, it will become

unsafe and will not be adequate to meet future B

Reactor public access and is also needed to support

continued access to site water supply facilities

located in 100 B Area.



in particular this road project will support Restore

Hanford Land for Access and Use, and site

infrastructure needs. This project will rebuild 1.3

miles of B Avenue within the 100 B Area that is

required for transportation needs to and from the

site. This roadway will be needed long term in the

100 Area to support the B Reactor and water

utilities operations (Hanford Site Roads Master

Plan, HNF-59706, March 2016).

Transportation FY24

B-42 | P a g e


System Funding

Fiscal Year*

L-882, Rebuild Route 6. (B

Avenue to Pit 24.)

Reconstruct approximately 1.6 lane miles (0.82 miles

long) of Route 6 (B Avenue to Pit 24 entrance) to meet up

with currently paved portion of Route 6 continuing west to

State Route 24. The scope will include removal of the

existing asphalt, construct new road grade to accommodate

a 26' wide pavement with 4' gravel shoulders, construct a

new crushed rock base course with a top course of crushed

rock and apply a PG asphalt pavement surface. The

pavement surface will be striped with fog and center lines

to mark traffic lanes.

The existing roadway surface is in very poor

condition and is not adequate to meet future B

Reactor tours and public access to the National

Park. Existing road width is 18', which make Route

6 uncompliant with the required minimum of 19' by

state and national standards for a two lane road if

the rebuild was not completed.



in particular this road project will support Restoring

Hanford Land for Access and Use. This project

will rebuild 0.82 miles of Route 6 within the 600

Area. This roadway will be needed long term in

the 100 Area to support the B Reactor tours and

public access to the National Park (Hanford Site


Transportation FY24

L-342, Replace 24-in Raw

Water Old PUREX feed.

Project L-342 will replace the RW line located in the 200E

Area. This section of line was constructed in 1944 and

currently furnishes water from the 200E reservoir east to

the PUREX Plant Area which then forms a loop to Semi

Works, the 200E Tank Farm facilities, and other 200E

facilities. This section is a 24-in nominal diameter

underground pipeline approximately 4,300 feet in length.

Scope includes:


pipe.






old line.









escalation.

The Hanford Site RW System is owned by the





supporting the Hanford Site cleanup mission require

safe and reliable RW supply for cleanup operations,

including WTP. This line replacement is needed

due to the age (~73 years old) and condition of the

24-in RW line (Ref. Hanford Site Water System

Master Plan, HNF-5828, Rev. 5, August 2016.) The

loss of this line would impact both current and

future cleanup operations and fire protection to the

200E.



During recent years, Water Utilities has

experienced several failures with aging water lines.

Failure to upgrade the 24-in RW line which

supplies 200E would result in the inability to

support cleanup operations of Tank Farms,

DFLAW, and WTP.

Water FY24

B-43 | P a g e


System Funding

Fiscal Year*

L-420, Replace 10-in. PW

WRAP Loop - Cap (1960).

Project L-420 will replace the 10" PW line located in the

200W Area which feeds 272WA. This section of line was

constructed in 1960 and currently furnishes water to the

Central Waste Complex (CWC) and Waste Receiving and

Processing Facility (WRAP) loop. This section is a 10-in

nominal diameter underground pipeline approximately

3,854 feet in length.

Scope includes:


pipe.






old line.









escalation.





upgrade the 10-in PW line which supplies the

WRAP loop and other 200W facilities would result

in the inability to supply PW to CWC, WRAP, and

other various facilities in 200W.

The Hanford Site PW System is owned by the







operations, including WRAP and CWC. This line

replacement is needed due to the age (~57 years

old) and condition of the 10-in PW line. (Ref.


5828, Rev. 5, August 2016.) The loss of this line


operations and fire protection to the 200W Area. Water FY24

B-44 | P a g e


System Funding

Fiscal Year*

L-423, Replace 8-in. Raw

Water Line on SE Side of T-

Plant

Project L-423 will replace the aging RW line feeding the

T-Plant Facility. This section of line was constructed in

1958 and currently furnishes water to the T-Plant complex.

This section of 8-in piping is south east of 221T. The

existing RW line will be abandoned in place and a

replacement line will be installed parralel to the existing

RW line feeding the T-Plant building complex.

Scope includes:


pipe.






old line.









escalation.





upgrade the 8-in RW line which supplies the T-Plant

in the 200W Area would result in the inability to

support cleanup operations.

The Hanford Site RW System is owned by the







operations, including T-Plant. This line

replacement is needed due to the age (~59 years

old) and condition of the 8-in RW line. (Ref.


5828, Rev. 5, August 2016.) The loss of this line


operations and fire protection to the T-Plant and

200W Area. This line upgrade is needed due to an

age and condition assessment that produced less

than satisfactory results.

Water FY24

B-45 | P a g e


System Funding

Fiscal Year*

L-430, Replace 8-in. Water

Line (2101M) Loop.

Project L-430 will replace 3395 feet of aging 8-in PW line

in the 200E Area. This section of line supplies the 2101M

Maintence Shop (2101M) with potable water.

Scope includes:


pipe.






old line.









escalation.

This line was identified as having a high risk of

failure. Completion of L-430 will improve the

reliability of water distribution to 2101M for fire

protection capabilities and drinking water. It will

also reduce the costs associated with emergency

repairs of water line breaks. Safe and reliable PW

supply is extremely important to the timely

execution of the Hanford Site mission. During

recent years, Water Utilities has experienced several

failures with aging water lines. Failure to upgrade

the 8-in PW line which supplies 2101M and 200E

would result in the inability to support cleanup

operations of Tank Farms, DFLAW, and WTP.








operations, including 2101M, tank farms in 200E,

and the WTP. This line replacement is needed due

to the aging and condition of the 8-in PW line.

(Ref. Hanford Site Water System Master Plan,

HNF-5828, Rev. 5, August 2016.) The loss of this

line would impact both current and future cleanup

operations and fire protection to 200E. Water FY24

B-46 | P a g e


System Funding

Fiscal Year*

L-431, Replace 8-in. PW Line

Along 20th Street.

Project L-431 will replace the PW line located in the

200W Area. This section of line was constructed in 1950

and currently furnishes water from the 200W reservoir to

the entire 200W and 200E Areas via the area tie in line.

This section is a 12-in nominal diameter underground

pipeline approximately 1,700 feet in length and an 8-in

nominal diameter underground pipeline approximately

3,300 feet in length.

Scope includes:


pipe.






old line.









escalation.





replace the 12-in and 8-in PW lines which supplies

200W and 200E would result in the inability to

support cleanup operations of Tank Farms,

DFLAW, and WTP.








operations, including WTP, Tank Farm Operations,

DFLAW, and PUREX. This line replacement is

needed due to the age (~67 years old) and condition

of the 12-in and 8-in lines. (Ref. Hanford Site

Water System Master Plan, HNF-5828, Rev. 5,

August 2016.) The loss of these lines would

impact both current and future cleanup operations

and fire protection to the 200W and 200E Areas.

Water FY24

L-825, Modify T-Plant Fire

Water Supply.

This project will install a second PW line around the east

and north sides of T-Plant to tie into the existing 10" PW

line that supplies Building 2706-T. The new line will

include four fire hydrants. This will allow for a looped

type arrangement with two way flow and sectional valving

to meet DOE fire protection standards.

T-Plant is a Category II nuclear facility which

requires a looped type fire protection water supply

per CRD O 420.1B. The existing single source

water supply has been under a DOE-RL exemption

from the requirement since 2008. The single source

water supply is vulnerable to a line break that can

render the fire protection supply unusable. Inability

to provide fire suppression water raises the risk of

fire loss and radiological material releases

associated with a fire.

This will allow for a looped type arrangement with

two way flow and sectional valving to meet DOE

fire protection standards. T-Plant currently

operates under a Fire Protection Waiver. It will

also enhance fire protection capacity with the

addition of the hydrants. Water FY24

B-47 | P a g e


System Funding

Fiscal Year*

L-838, Water Feeds to 6608

Facility and Reservoirs.

Provide a permanent in-ground PW and RW supply to the

200W Sewer Lagoons (6608). RW will provide

permanent water supply for biosolids treatment/processing,

and makeup water to the lagoons. PW will supply the

safety shower and domestic use.

A WAC compliant air gap and backflow preventer will

need to be installed on the PW supply.

Install approximately 900 meters of 4" PVC for RW.

Install approximately 900 meters of 4" PVC for PW.

The 6608 Evaporative Lagoon and Sludge

Treatment Facility has a long-term mission

providing waste water treatment on the 200 Area

Plateau. The facility was designed without service

water, neither PW nor RW. This presents a problem

in regards to plant maintenance and operations. The

lagoons have a minimum volume requirement for

protection of the liner, in addition to operation of the

aerators. The addition of make-up water is needed

under certain low flow operating conditions. With

the evaporative capability of the Lagoons, especially

during high evaporative months, it is difficult to

keep sufficient water in the lagoons to maintain

integrity of the liner system; i.e. hold the liner down.

There is also a need for PW make-up to the 6608

Facility for operational use as well as personnel

needs. Mission need is documented in a 2013

vulnerability assessment, HNF-54656, Maintenance

Vulnerabilities – Electric Utilities, Water and Sewer

Utilities, and Waste Sampling and Characterization

Facility, referenced in HNF-6612, Rev. 5, Hanford

Site Sewer System Master Plan, issued May 2016.

Not providing permanent PW and RW supply to

6608 will impact the ability to perform biosolids

processing affecting mission operations. PW is

necessary for the safety shower in the facility. RW

is necessary to maintain proper water levels in the

lagoons. The existing temporary RW line is subject

to freezing and damage every year due to its

exposure above ground. 6608 will be the primary

sanitary wastewater treatmen facility on site as

many smaller septic systems will be consolidated

into its collection system. A permanent, continuous

supply of water is essential to support mission

operations.

Water FY24

L-875, Chip Seal Route 11A

from 240 to MP 5.14.

Project L-875 is to chip seal Route 11A from SR-240 to

milepost 5.14 east of Canton Avenue entrance. This

roadway is 36 lane miles consisting of 3.1 miles of 2 lane

road 20' wide and 7.5 miles of 4 lane road having a total

pavement width of 40' for a total pavement surface area of

approximately 225,700 square yards. There are 2 foot

gravel shoulder on each outer edge. The scope will

include surface preparation, crack seal, patching of

potholes and edges as needed. Clean surface to allow a




post chip seal.

Route 11A as an access core route and also used as

a haul route to transport materials to support the

mission cleanup as described above. A chip seal

application will keep the roadway in a compliant

condition that will meet Current county, state or

national standards. Without this project the road

will continue to degrade, become unsafe, affecting

mission operations, and cost more to

rebuild/reconstruct.




commuter route to/from Hanford, Groundwater,

River Corridor cleanup, and site infrastructure

needs. This project will chip seal 36 lane miles of

Route 11A within the 600 Area that is required for

transporting personnel and materials to support the

site remediation projects. This roadway will be

needed long term in the 600 Area (Hanford Site


Transportation FY24

L-881, Chip Seal Route 4N

(Route 11A to Route 1).

Project L-881 is to chip seal Route 4N from Route 11A to

Route 1 consisting of 4.03 miles of 29' wide asphalt with a

total surface area of 68,656 square yards and with 4' wide

gravel shoulders. The scope will include surface

preperation, crack seal, patching of potholes and edges as

needed. Clean surface to allow a good adhesion of the

chip seal by removing all loose gravel and debris. The

pavement surface will need to be marked pre chip seal to

allow the striping of traffic lanes post chip seal. Rut depth

will also need to be analyzed will need to be pre-leveled if

not within state standards.

Route 4N is an access core route to facilities in the

100 Areas and also used as a haul route to transport

materials to support the remaining mission cleanup

as described above. A chip seal application will

keep the roadway in a compliant condition that will

meet current county, state or national standards.


degrade becoming unsafe and affecting mission

operations, where eventually repair costs will be

significantly greater.



in particular this road project will support

infrastructure and facility base operations,

groundwater base operations and restore Hanford

land for access and use (Hanford Site Roads Master

Plan, HNF-59706, March 2016).

Transportation FY24

B-48 | P a g e


System Funding

Fiscal Year*

L-519, Overlay Interior 200W

Roads.

Project L-519 is to apply a 2 inch overlay with geotextile

fabric to the following roads within the 200W Area.

Dayton Ave., from 16th St. to 27th St.

23rd St., from Beloit Ave. to Dayton Ave.

Camden Ave., from 16th St. to 23rd St.

The total roadway length is approximately 3.78 miles and

the roadway width varies from 20 feet to 31 feet for a total

asphalt surface area of approximately 49,300 square yards.

The scope will include patch areas as needed, clean surface

to allow a good adhesion of the geotextile fabric by

removing all loose gravel and debris. The pavement

surface will need to be marked to allow the striping of

traffic lanes post overlay. The striping will include center

lines, fog lines, and stop bars. Additional gravel will be

added on the shoulders to match the new road surface

grade. Traffic control will be required during construction.

Roads within Project L-519 support retrieval,

treatment, and shipping of Transuranic Waste, thank

waste, remediation and operations and facility base

operations. Without this project the roads will

continue to degrade to point where it becomes

unsafe and potentially impassible, impacting the

missions listed above and requiring a much more

expensive rebuild/reconstruct.

DOE-RL and DOE-ORP require and safe roadways

with the 200W Area for the transport of personnel,

material, equipment, supplies, and cleanup debris.

Roads within Project L-519 support retrieval,

treatment, and shipping of Transuranic Waste, tank

waste, remediation and operations and facility base

operations (Hanford Site Roads Master Plan,

HNF-59706, March 2016). Transportation FY24

L-885, Chip Seal Interior

200E Roads.

Project L-885 will chip seal the following roads in the

200E Area.

3rd St., Baltimore to Atlanta.

3rd St., Baltimore Ave. to Beaumont Ave.

4th St., Loop.

7th St., 8th St. to Buffalo Ave.

7th St., Atlanta to CSB Barrier Gate.

7th St., Route 4S to CSB Barrier Gate.

Buffalo Ave.

Grout Drive.

The length of these roads is approximately 1.51 miles and

the pavement width of these roadways varies from 12 to 57

feet in width with 4 foot gravel shoulders on each outer

edge. The total pavement surface area is approximately

25,256 square yards. The scope will include surface

preparation, crack seal, patching of potholes and edges as



pavement surface will need to be marked pre chip to allow

the striping of traffic lanes post chip seal.

State and County maintenance organizations

recommend that roads be chip sealed every 5 to 7

years to provide a new wearing surface on the

roadway, seal cracks to prevent water from

penetrating the road base, to provide a highly skit-

resistant surface, and extend the life of the asphalt

between overlays. The cost of chip seals is

approximately 20% of the cost of a pavement

overlay.

If the road conditions are allowed to significantly

deteriorate, it can become unsafe, impact mission

operations, and it is likely that the roads would

require an overlay rather than just a chip seal. This

would result in a much higher cost and a longer

impact to traffic flow during construction activities.




cleanup debris. The roads in this project support

tank waste remediation, operations and closure; and

infrastructure and facility base operations (Hanford


Transportation FY24

B-49 | P a g e


System Funding

Fiscal Year*

L-707, Advanced Electrical

Metering.

Project L-707 includes design, procurement, and

installation of all metering equipment in the INFRA-

MDMS that is not compatible with current and future

Meter Data Management System (MDMS) upgrades

planned via EU Master Plan proposed Projects L-901,

Upgrade and Replace Meter Reading and Billing System

and L-902, Improve or Replace Manual Metering

Collection System and Meter Data Manager. This project

will replace approximately 300-400 revenue meters across

the Hanford site and several Data loggers.

Key Assumptions:

1) Substation meters shall not be affected at the A6, A8,

and A9 substations.

2) Project L-707 completion is required and a predecessor

to successful execution of Project L-901 and L-902.

If the project is not undertaken the system will

remain out of compliance with EPAct 2005 (and

related DOE guidance), the Hanford Site electrical

billing system will remain inefficient, the existing

system will experience increasing maintenance costs

impacting potential inability to operate the

hardware, and the legacy hardware will eventually

run to failure.

The Hanford Site cleanup mission requires

electrical billing infrastructure over the next several

decades. Executing this project will facilitate

meeting certain Energy Policy Act (EPAct 2005)

requirements and associated DOE guidance in

addition to reducing labor costs associated with

manual meter reading. Data gaps and needs are

identified in the EU Master Plan and ISAP. Electrical FY24

L-790, 200W 4th Wire

Installation.

Install the 4th aerial wire in the 200W Area to act as the

neutral to the normal 13.8kV electrical distribution service

feeders to improve system grounding and safety of

operating personnel. New neutral wire will be installed on

existing poles with required clearance below the energized

13.8kV conductors. The 200 Areas are constructed with a

3 wire electrical distribution system. With this type of

design, an occurrence or fault on the system, depending on

the location of the fault, may or may not trip the protective

devices installed on that circuit. Because of the high

resistance of dry, rocky soil, if an aerial line were to fall to

the ground, protective fuses may not blow and/or the

protective relays on the substation switchgear breaker may

see the fault as a “new load” and not trip.

The 4th wire is being installed in the 200E Area as

scope within a different project. This project will

address the needs of the 200W Area. Under the

right circumstances, faults on the 13.8kV electrical

systems have resulted in energized aerial lines

falling to the ground and remaining in service. In

addition to causing grass fires, this type of scenario

has and could continue to place responding

personnel at risk.


supporting the Hanford Site cleanup mission will

require safe, reliable power over the next 40-50

years. This includes the FY2020 Vision, Near-

Term Vision, Long-Range Vision, and into the

Long-Term Stewardship Site Mission Time

categories. Installation of the 4th wire will improve

the safety of the 13.8kV electrical distribution. Electrical FY24

L-792, 2400V to 13.8kV

Electrical Conversion.

This project phases out three remaining 2400V electrical

distribution circuits from the 200E and 200W Areas,

rebuilds replacement circuits to the site 13.8kV standard,

or if more suitable, identifies alternate sources for loads.

If the 2400 volt electrical distribution system (that is

old and obsolete) is not upgraded, the frequency and

duration of outages in the Central Plateau will

continue to increase. The outages will impact one

or more of the following systems depending on

which of the 3 circuits goes down: 1) Route 4S

lighting, 2) air monitors, 3) instrumentation, 4) truck

station and 5) the dry waste storage and the Central

Waste Complex. Replacement parts for these

systems can be difficult to find, expensive to

purchase, and have long procurement lead times,

potentially jeopardizing operability of the above

listed systems for extended periods of time creating

potential safety issues and/or regulatory violations.

Reliable power is needed in the Central Plateau for

the next 40 to 50 years. Specific systems/facilities

impacted by this project are listed below.

Replacing the obsolete and unreliable 2400V

systems with 13.8kV power is specified as an

action in the EU Master Plan (HNF-6608 Rev 4)

and the ISAP. Electrical FY24

B-50 | P a g e


System Funding

Fiscal Year*

ET56, 911 Call Taking,

Dispatching &

Communications Upgrade:

EP, HFD, & Patrol.

This project includes design, procurement and upgrades to

the 911 Call Taking, Computer Aided Dispatching, and

Zetron consoles and the supporting systems that support

critical Hanford environmental and life safety services

provided at the dispatch centers. The project provides new

hardware, firmware, software and labor to upgrade the

existing solutions, including the Zetron consoles to the

latest version in the POC at 2721E, 2701ZA; the HFD at

609A and Emergency Operations Center (EOC) at 825

Jadwin; making the console systems compatible with

current IP and dispatch center technologies and that are

maintainable through the Hanford lifecycle.

System capabilities may include a computer integrated

touch screen based integrated communication solutions

that are software controlled and managed, replacing

multiple physical consoles, making the operator more

efficient in command and control, call processing, and

dispatching of critical resources in response to incidents

related to life safety, fire, security, site emergencies, or

others that involve the Hanford Patrol, Hanford Fire,

Emergency Management, and other support agencies.

Enhanced mapping services are anticipated to be

implemented or supported within the updated solutions

provided. The upgraded system will be compatible with

current radio technology deployed at the time of

installation.

The integrated consoles and infrastructure will be

compatible with current communications and other

technologies, including operating systems, mobility, and

other key technologies deployed on site at the time of

implementation.

Life safety and communication requirements

defined by NFPA and the MSA Mission make the

solutions mission essential. Without critical

response, communication, and command and

control processes in place the MSA will not be in

compliance with the MSC requirements to perform

these functions and could be liable for loss of life or

not providing proper response capabilities in

response to an injury. Environmental management

also requires tools to properly manage and mitigate

events and hazards

Function and service is a MSC Section C

requirement. Project identified in ISAP and

supports ISAP action to migrate to a centralized

dispatching system for emergency services.

Support long term Hanford Mission for Emergency

Services: Safeguards and Security; Hanford Fire;

and Emergency Management Program. The POC

acts as the Public Safety Answering Point (PSAP)

for the Hanford Site and requires these tools and

solutions to perform event response, command and

control and other emergency services support roles.

Protecting the public, environment, Hanford assets,

and the Hanford employees require effective

solutions. Life safety and communication

requirements defined by NFPA and the MSA

Mission make the solutions mission essential.

Emergency Services FY24

B-51 | P a g e


System Funding

Fiscal Year*

ET57B, HLAN Network

Upgrade – IPv6.

This project scope is the design, procurement and

implementation of application upgrades to the Hanford

Federal Cloud (HFC) meet OMB IPv6 requirements. This

project will enable IPv6 across all network devices and

perform upgrades to internal client applications to meet the

IPv6 compliance standard for public/external facing

applications and services.

Key justifications for the project are:

Government compliance of OMB M-05-22.

To implement new technologies (IPv6) and

security functionalities.

Risks for not upgrading the network devices are:

Non-compliance with government

mandates.




External websites/services will not be

available to IPv6 only users.

Additional Benefits:

IPv6 provides valuable benefits to agencies by

facilitating an improvement in operational

efficiencies and citizen services. Many of these

benefits will not be realized until running IPv6

natively. Examples of IPv6 benefits include:

Non-compliance with government mandates.




External websites/services will not be

available to IPv6 only users.

Government compliance to OMB M-05-22 and the

Memorandum for Chief Information Officers of

Executive Departments and Agencies, Subject

Transition to IPv6, September 28, 2010.

OMB M-05-22, Transition to IPv6, states that

government networks must upgrade internal client

applications that communicate with public Internet

servers and supporting enterprise networks to

operationally use native IPv6. In support of the

memorandum, this project will deploy IPv6 routing

(dual stack), IPv6 firewall rules, IPv6 addressing to

clients and servers, and survey custom applications

that would affect default operating system

addressing schemes throughout the HFC.

IT / IM FY24

B-52 | P a g e

L-572, Fire Systems

Maintenance Consolidation.

The scope will consist of constructing a 26,000-square-

foot pre-engineered building and related appurtenances to

the following specifications:

•Site grading –the facility site will be approximately 1.4

Acres (60,000 square feet).

•The new fire service maintenance facility will be able to

connect to the existing onsite sewer septic system serving

the 200 Area Fire Station Complex with a 4-inch-diameter

connection 150 feet long.

•Water from an established water service grid will be

available within 200 lineal feet of the facility location.

Install a 12-inch-diameter pipeline from the water service

grid to serve the fire station. The water line installation

shall include the installation of 1 fire hydrant and a 6-inch

connection to the building fire sprinkler system.

•13.8-kVa electrical power will be available within 200

lineal feet of the facility location. Assume the installation

of a 3-phase, 100-kVa, pad-mounted transformer.

•The facility will be connected to telephone and HLAN

telecommunications systems.

•Construct a two-story, pre-engineered metal building.

The facility will be approximately 26,000 square feet in

area. A draft floor plan has been developed. The eave

height shall be 19-feet to allow a floor-to-overhead

obstacle (e.g., lights, ductwork) of 15 feet.

•2400 sq. feet will be used for the Respiratory Protection

Program, the area will include secure storage, bench space

for testing and maintenance, and process air for operations.

•The facility will equipped with HVAC systems, fire

suppression system, sanitary hot and cold water,

change/rest rooms, electrical outlets for tools, and

compressed air system.

The HFD Inspection Testing and Maintenance

(IT&M) division utilizes three crafts to execute its

mission: firefighters (day-shift), electricians, and

pipefitters.

All three craft groups are currently located in

separate facilities.

• Pipefitters are located in MO-388.

• Electricians are located in 2721-EA.

• FSM Administrative offices are in MO-286.

• The firefighters are at the Station 92 HFD

campus Administration Building at MO-292.

• SCBA Respiratory Protection Program fire

fighters are located in 609-G.

• Fire Extinguisher Maintenance firefighters

are located in 609-G.

This arrangement is not ideal in terms of such

activities as work planning, craft continuity,

meetings, pre-jobs, resource use.

MO-388, the pipefitter craft trailer, was a temporary

installation for the Heliport construction (2721-EA)

and was held over and used for the Patrol mission.

This building's condition reflects constant use at

maximum capacity for 35 years. Historical fiscal

constraints and frugal budget management have

resulted in the need for extensive rehab work to

continue occupancy, and the cost/benefit ratio of

such an investment would be questionable at best.

The 609G Building was originally manufactured by

Blazer Manufacturing in 1983 and installed on site

as MO411 for usage with the *BWIP1 Project. The

initial acquisition cost for the unit was $290,834.

The unit became excess and available when the

project shutdown and was subsequently relocated to

the current location. The building was renovated in

1990 and re-numbered as 609G. According to the

HFD Briefing Book Scope Definition, prepared by

DynCorp for MSA, the planned use of the building

was only projected through September 30, 2014.

2721-EA and MO-292 are generally in good

condition and appropriate for current use.

The Fire Service Maintenance organization, as well

as the HFD administrative staff, currently utilize a

number of temporary facilities spread over

approximately 2 miles. This building would

consolidate these functions in a central location

adjacent to building 609-A (Station 92).

Consolidating these functions in a facility designed

for them would improve the Fire Service

Maintenance organization's efficiency, reduce the

need for travel between facilities and improve

communication. This building would eliminate the

need for MO-292 (HFD Admin), MO-286 (FSM

office area), 2721EA (FSM shop), MO-388

(change facility), reducing the U.S. Department of

Energy's footprint on Site.

Facilities FY24

B-53 | P a g e


System Funding

Fiscal Year*

Maintenance issues for both facilities exist, but are

consistent for facilities of this age and use.

The HFD has identified a need to relocate Fire

Service Maintenance to the 200 Area fire

department complex located on Route 3 between the

200E and 200W Areas, and to construct a facility

that is custom designed to meet the needs of Fire

Service Maintenance.

This project will also create space for the HFD

Executive staff including Administration, Fire

Marshal Engineering, Records Retention, Training

Division, and supporting programs. Completion of

the project will allow for removal and subsequent

disposition of MO-292, which has been continually

used as HFD Headquarters since 1998.

L-644, Construct Biological

Control Facility

Conceptual Design Report /

Definitive Design &

Construction.

This project consists of the Biological Controls Facilities

Modifications and the 2713WC Parking Lot Improvements

previously planned as a separate project, L-653. The

scope of Project L-644, Biological Controls Facilities

Modifications, now includes two new buildings (for

vehicle storage and admin/change room with a covered

truck area), the enlargement and paving of the fenced

storage area surrounding the facility, and provision of

paving and drainage of the equipment parking area at the

2713WC Building.

The existing building is 50+ years old, has roof

leaks and mold in the change rooms. It lacks a ramp

access for employees with disabilities. The building

has gone through several retro fits to make it

compliant with its housed groups. Construction of a

new facility would eliminate three buildings (275W,

201W, and 2203E) and three office spaces in 2751E.

The new building would also satisfy a safety

logbook item that addresses a need to house the spot

sprayer trucks during winter months due to issues

with hard starting of the pony motors. Chemical

inventories would be housed under one roof instead

of in three different locations.

MSA provides biological control services to control

and minimize noxious weeds, industrial weeks, and

other vegetation and animal pests to ensure the

protection of Hanford Site workers and the public

from contamination spread by biological vectors.

A facility is required for biological controls that

allows proper storage of chemical controls and for

decontamination of equipment and personnel. This

function supports the cleanup mission at Hanford

through Integrated Safety Management System

(ISMS) by providing for worker and public health

and safety, implementing controls against disease,

envenomation, stings and radiological

contamination exposure. It is a legal requirement

in the MSC to provide basic service in weed and

best control; lack of a proper biological control

facility hinders efficient, timely and safe response

to biological threats as well as increases risk of

exposure to workers and the public.

Facilities FY24

1 * Note: Basalt Waste Isolation Project/Program (BWIP) is obsolete, the reference is historical.

B-54 | P a g e


System Funding

Fiscal Year*

L-884, Reconstruct 10th Street

and Cooper Avenue.

Project L-859, “Reconstruct 10th St. and Cooper Ave.,”

will rebuild 10th St. from Beloit Ave. to MO 259, and

Cooper Ave. from SX Farm Entrance to 16th St. in the

200W Area. The total length of the project is

approximately 0.84 miles with widths varying from 23’ to

36’. The total surface area of the new asphalt will be

approximately 11,900 square yards. The scope will

include removal of the existing asphalt, construct a new 6”

thick crushed rock base course with a top course of

crushed rock and apply a 2” thick PG-64-28 asphalt

pavement surface. The pavement surface will be striped to

mark traffic lanes.

10st St. will be used as a haul route for treated waste

from WTP to IDF throughout the processing life of

WTP. The existing roadway surface is in poor

condition and further degradation of the road

surface may result in road failure, becoming unsafe

and would affect access to the 222-S Labs and the

operation and cleanup of SX Farm.



legally binding milestones. This project supports

WTP operations by providing access to the 222-S

Laboratory facilities via 10th Street, and provides

continued access to S Tank Farm supporting Tank

Waste Remediation Operations, and Closure via

Cooper Avenue (Hanford Site Roads Master Plan,

HNF-59706, March 2016).

Transportation FY24

L-533, Chip Seal Interior

200E Roads.


200E Area.

1st St., Ames to Albion.

1st St., Baltimore Ave. to Ames Ave.

2nd St., Baltimore Ave. to Anaheim.

7th St., Baltimore Ave. to 8th St.

Baltimore Ave., Route 4S to 4th St.

Baltimore Ave., 7th St. to Atlanta Ave.

Baltimore Ave., B Farm to 12th St.

Canton Ave., Route 4S to 4th St.

Canton Ave., 4th St. Extension to Route 11A.

Front St., Baltimore Ave. to road closed sign west of

MO285.









pavement surface will need to be marked pre-chip seal to

allow the striping of traffic lanes post chip seal.





penetrating the road base, to provide a highly skid-




overlay.










cleanup debris. The roads in this project support

WTP operations; ICD-12; tank waste remediation,

operations and closure; infrastructure and facility

base operations and provides commuter routes into

and out of 200E in support of multiple other

missions and objectives. (Hanford Site Roads

Master Plan, HNF-59706, March 2016).

Transportation FY24

B-55 | P a g e


System Funding

Fiscal Year*

L-523, Chip Seal 200W

Interior Roads.


200W Area.

13th St., Beloit Ave. to ERDF Ave.

16th St., Beloit Ave. to Dayton Ave.

19th St., Beloit Ave. to Camden Ave.

20th St., Route 3/ERDF Ave. to Beloit Ave.

21st St., Austin Ave. to Beloit Ave.

Austin Ave., 20th St. to 21st St.

Beloit Ave., (Extension) SR-240 to 10th St.

Beloit Ave., 10th St. to 20th St.

Beloit Ave., 20th St. to 23rd St.

Dayton Ave., 27th St. to Route 11A.

ERDF Ave., Route 3 to 200’ south of 13th St.















penetrating the road base, to provide a highly skid-




overlay.










cleanup debris. The roads in this project support K

Basin sludge transfer, retrieval; treatment, shipping

of transuranic waste to Waste Isolation Pilot Plant

(WIPP); tank waste remediation, operations, and

closure; Canyon disposition of U Plant;

infrastructure and facility base operations; supports

WTP operation by maintaining a portion of the

route between WTP and the 222-S Laboratory; and

provides commuter routes into and out of 200W in

support of multiple other missions and objectives

(Hanford Site Roads Master Plan, HNF-59706,

March 2016).

Transportation FY24

L-873, Chip Seal George

Washington Way Extension.

Project L-873 is to chip seal George Washington Way

from Cypress Street south to DOE-RL/ Pacific Northwest

Site Office (PNSO) property line. This roadway is

approximately 0.75 miles long with 24' wide pavement

(10,600 square yards) with 4' wide gravel shoulders. The

scope will include surface preparation, crack seal, patching

of potholes and edges as needed. Clean surface to allow a




post chip seal.

George Washington Way Extension is an access

core route to facilities in the 300 Area and also used

to support expanding groundwater cleanup in the

300 Area. A chip seal application will keep the

roadway in a compliant condition that will meet

Current county, state or national standards. Without

this project the road will continue to degrade until it

becomes unsafe and repair costs will be

significantly greater.



in particular this road project will support

infrastructure and facility base operations,

expanding groundwater cleanup in the 300 Area,

and is a commuter route into the 300 Area from

George Washington Way (Hanford Site Roads

Master Plan, HNF-59706, March 2016).

Transportation FY24

L-876, Chip Seal Route 40,

Rt. 10 to Rt. 4S.

Project L-876 is to chip seal Route 40. This roadway is

approximately 3.48 miles long with a pavement width of

27' to 28'and a 2 foot gravel shoulder on each outer edge.

The total pavement surface area is approximately 55,650

square yards. The scope will include surface preparation,

crack seal, patching of potholes and edges as needed.

Clean surface to allow a good adhesion of the chip seal by

removing all loose gravel and debris. The pavement

surface will need to be marked pre chip seal to allow the

striping of traffic lanes post chip seal.

Route 40 will be used as a haul route to transport

materials to support the mission cleanup as

described above. A chip seal application will keep

the roadway in a compliant condition that will meet

current county, state or national standards. Without

this project the road will continue to degrade,

become unsafe, impact mission operations, and cost

more to rebuild/reconstruct.




commuter route from Route 4S to Route 10, site

infrastructure needs and Energy North West. This

project will chip seal 3.48 miles of Route 40 within

the 600 Area that is required for transporting

materials to support the site remediation projects.


Area (Hanford Site Roads Master Plan, HNF-

59706, March 2016).

Transportation FY24

B-56 | P a g e


System Funding

Fiscal Year*

L-880, Chip Seal 200E Roads

(Ames, Anaheim, Atlanta,

WTP Loop).

Project L-880 is to chip seal Ames Avenue (Route 4S to

1st Street) Anaheim (1st Street to 2nd Street) Atlanta

Avenue (4th Street to Baltimore Avenue) and WTP Loop

outside of security gates. These roadways are

approximately 3.9 lane miles with pavement widths

varying from 20' to 33'. The scope will include surface






Ames Avenue (Route 4S to 1st Street) Anaheim (1st

Street to 2nd Street) Atlanta Avenue (4th Street to

Baltimore Avenue) and WTP Loop outside of

security gates support WTP Operations,

groundwater base operations, and infrastructure and

facility base operations in the 200E Area. A chip

seal application will keep the roadway in a

compliant condition that will meet current county,

state or national standards. Without this project the

road will continue to degrade becoming unsafe and

affecting mission operations, where eventually

repair costs will be significantly greater to complete

an overlay or rebuild.



in particular this road project will support WTP

Operations, groundwater base operations, and

infrastructure and facility base operations in the

200E Area (Hanford Site Roads Master Plan, HNF-

59706, March 2016). Transportation FY24

L-886, Route 2 Overlay with

Fabric.


layer of geotextile fabric to Route 2S from the WYE

Barricade to Route 11A. This roadway is approximately

7.3 miles long with a total asphalt pavement width of 40’,

and 10’ wide gravel median, and 4’ gravel shoulders on

each outside edge. The total surface of asphalt is

approximately 170,700 square yards. The scope will

include patch areas as needed, clean surface to allow a god

adhesion of the geotextile fabric and asphalt mix by

removing all loose gravel and debris. Install the geotextile

fabric and place 2” of PG 70-28 asphalt. Add

approximately 2” of gravel to the median and road

shoulders to match the finished asphalt grade. The

pavement surface will need to be marked to allow the

striping of traffic lanes post overlay.

Cypress St. is now one of only two main accesses

into and out of the 300 Area, and will support

Groundwater, site infrastructure needs, and PNNL.


degrade, become unsafe, impact mission operations,

and cost significantly more to rebuild/reconstruct.



milestones. This road project will support retrieve,

treat, and enable shipping of transuranic waste;

ICD-12, and restoring Hanford land for access and

use. This route is also used by the U.S. Navy for

reactor compartment shipments (Hanford Site

Roads Master Plan, HNF-59706, March 2016). Transportation FY24

B-57 | P a g e


System Funding

Fiscal Year*

L-600, Rebuild Route 11A,

Route 2S to MP 5.14.

Project L-600 “Rebuild Route 11A” will rebuild Route

11A from Route 2N (Milepost 0.0) to Milepost 5.14. This

road is currently a four lane road with a gravel median at,

or near, road grade in elevation. The scope of work will

rebuild this section of roadway with only two paved traffic

lanes with wide shoulders consisting of the existing

outside traffic lanes. The existing interior lanes and

median will be pulverized and the existing asphalt mixing

into the top 8” of the existing base, grading and

compacting the base, place and compact crushed top

surfacing and pave with 3” thick asphalt. The finished

roadway pavement will be 30 feet wide with 13’ wide

shoulders on each side to maintain the current roadway

width to facilitate movement of reactor vessel transporters

on this route. The work is described as follows:

Remove 116 delineators.

Make longitudinal cuts in the existing asphalt roadway

to allow roadway to allow for the center 30’ to be

rebuilt as a two lane highway. The existing asphalt for

the outer lanes will be left in place as the roadway

shoulders to provide adequate roadway width for

reactor vessel transport.

Pulverize the existing asphalt in the center section of

the roadway and mix into the top 8” of the base.

Assume existing asphalt is 2” thick.

Grade and compact subgrade. Construct transitions at

each end of this section of roadway to connect to

existing 4 lane roadways. Assume the length of the

transitions at each end to be ¼ mile long.

Place and compact 3” of crushed top course gravel

(assume 56’ wide). Grade new roadbed so that the

grade of the completed asphalt matches the grade of

the existing asphalt at the shoulders.

Place asphalt pavement (30’ width). Assume asphalt

is PG 70-28.

Stripe pavement for two traffic lanes.

Centerline.

Assume 1 mile of no passing striping.

Fog line each side.

Allowance for transition striping at each end from 2

lanes to four lanes.

Signage: Procure and install 16 new traffic control

signs.

Route 11A is the principle alternate route for

construction and operation of WTP and Interface

Document 12 (2490-WTP-ICD-MG-01-012)

specifies that “Route 11A (along with Routes 4S

and 2S) remain open and maintained.” Severe

freeze-thaw cycles could result in total road failure

during any winter-spring season. Route 11A is also

a haul route for wide loads and for the US Navy

reactor compartments.

Total failure and shutdown of Route 11A could

impact mission completions and result in significant

safety concerns because of the loss of a principle

alternate route to and from the Hanford Plateau.



legally binding milestones in particular this road

project will support Restore Hanford Land for

Access and Use, and site infrastructure needs. This

project will rebuild Route 11A between Route 2S

and Milestone 5.14 as a two lane roadway with

paved shoulders. This project supports WTP

operations per ICD-12, and supports retrieval,

treatment, and shipping of solid waste (Hanford


Transportation FY24

B-58 | P a g e


System Funding

Fiscal Year*

L-887, Overlay Route 6 (Pit

24 to SR 240).


layer of geotextile fabric to Route 6 from the Pit 24

entrance to State Route SR-24. This roadway is

approximately 2.6 miles long with an asphalt pavement

width of 19’ for a total surface area of approximately

28,820 square yards. There are 2 foot gravel shoulders on

each edge of the roadway. The scope will include patch

areas as needed, clean surface to allow a good adhesion of

the geotextile fabric and asphalt mix by removing all loose

gravel and debris. Install the geotextile fabric and place 2”

of PG 64-28 asphalt. Roadway widening will need to

occur to bring the roadway width up to 24’ total. Add

approximately 2” of gravel 4’ wide to the road shoulders to

match the finished asphalt grade. The pavement surface

will need to be marked to allow the striping of traffic lanes

post overlay.

The existing asphalt on Route 6, between the Pit 24

entrance and SR-24 is currently the only route that

provides direct access to the B Reactor National

Historic Site without having to pass through active

areas of the Hanford Site. Without this project, the

existing road will continue to degrade, become

unsafe, affect mission operations, and cost

significantly more to rebuild/reconstruct.

This road project will support the Manhattan

National Park by restoring Hanford land for access

and use (Hanford Site Roads Master Plan, HNF-

59706, March 2016).

Transportation FY24

L-878, 6088 Parking Lot. This project will grade a 250 ft. by 500 ft. area east of the

HAMMER Field Exercise Building (6088) Building. It

will also gravel a 250 ft. by 260 ft. section of the graded

area to provide parking for the 6088 Building.

Continued limited Hanford use of this large federal

investment when not being used to support

Department of State programs.

This building was funded by the Department of

State for their international border security training

that occurs at HAMMER. The small parking lot at

this building is adequate for their training programs

where the students are transported on a bus. The

building is made available to support Hanford

Training classes and events when not being used to

support Department of State activities. The parking

lot is not large enough to support larger classes and

events which limits the benefit to the Hanford Site.

A large parking lot adjacent to this building will

dramatically increase its usefulness to Hanford.

Transportation FY24

L-649, MO414 Equipment

Parking and Staging Area.

The L-649 Parking Lot Improvements Project will provide

for the construction of a paved parking area to the north of

the MO414 office building. The primary objective of this

project is to provide a central location for parking the

various pieces of transportation equipment and to prevent

any contamination of the soil column from accidental leaks

or spills from the equipment.

The overall scope for a General Plant Project (GPP) is

defined under two WBS/CACN codes (expense and

capital). This narrative encompasses the entire project

scope. The capital portion will be transferred to

Completed Plant and Equipment as an asset and the

expense is generally minor work scope that supports

engineering and construction activities.

If this project is not completed, the potential for

petroleum leaks to the environment is great. This

parking lot also includes fuel trucks and heavy

equipment which are more prone to leakage. This

building also houses 70+ employees that use this

parking lot, besides all the Commercial Motor

Vehicles (CMVs) and heavy equipment, and the

uneven surface has more potential for slips, trips,

and falls.

DOE-RL requires reliable and safe parking areas

within the 200E Area. Additionally, an integral

part of the Environmental Management System

(EMS) requires MSA to improve environmental

performance and prevent pollution. The L-649

Parking Lot Improvements Project will provide for

the construction of a paved parking area to the

north of the MO414 office building. The primary

objective of this project is to provide a safe, central

location for parking various pieces of transportation

equipment and to prevent any accidental leaks or

spills from equipment from contaminating the soil

column.

Facilities FY24

B-59 | P a g e


System Funding

Fiscal Year*

L-756, Upgrade Barricade

Standby Generators

(Emergency Generators

(Yakima-604A, WYE-6701,

WYE-K9-6701E,

Rattlesnake-6701C).

Install three generators at Wye Barricade, Yakima

Barricade, and Rattlesnake Barricade.

If this project is not completed, the barricades will

continue with less than adequate power to supply

lights, heating, cooling and water for toilet

operation.

The ongoing cleanup missions on the Central

Plateau dictate the need to provide access controls

at site vehicle entry points to restrict public access

and meet site security, transportation security, and

emergency response requirements. To support

these access controls, Hanford Patrol staffs the

three site vehicle barricades and backup emergency

power is provided for critical equipment, including

lighting and communications, to provide for 24-

hour operations. The backup emergency generators

at the vehicle barricades are reaching their end of

useful life and their capacity is inadequate to

provide continuity of power to the habitability

systems (building HVAC) relied upon by the

Hanford Patrol staff. As part of the replacement

strategy for these generators, it is recommended

that they be upgraded in capacity to ensure

continuous operations of the HVAC systems.

Facilities FY24

L-810, Install Paint Booth in

New Facility (Was - Auto

body Paint Booth

Replacement).

Replace the Fleet Maintenance Auto body Paint Booth in

its entirety.

As part of the ISMS, and the EMS, MSA’s

Environmental Policy requires us to improve

environmental performance, prevent pollution,

minimize waste, and conserve resources.

Additionally, ISMS requires the identification of

hazards and the development and implementation of

hazard controls. The failure of the current auto

body paint booth exposes personnel and the

environment to hazards specific to paint products.

This situation conflicts with the satisfactory

compliance of MSA’s ISMS and EMS policies.

The existing paint booth in 4722C is deteriorated to

the point of failure and is an old water separator

design. This creates a waste stream due to the

chemicals inherent in painting. A new booth is

already procured but a new facility outside of the

400 Area has not been located. Once a facility is

built of located, this new booth will require

installation. The environmental reviews are

complete as this does not use water but mechanical

paper elements which clean the air as it moves out

of the booth.

Facilities FY24

B-60 | P a g e


System Funding

Fiscal Year*

L-845, New Fleet

Maintenance Building

(Replaces L-746 & L-747).

Construct new 12,000 ft2 Fleet Maintenance Facility at 4th

and Baltimore. The facility will provide adequate floor

space for all light equipment maintenance. Once this

project is complete, project L-810 to relocate the body

shop and painting operation from the 400 Area to the 273E

Facility can be implemented. Completion of these two

projects will allow fleet to fully vacate the 400 Area and

have a consolidated operation on the plateau in support of

the 2028 vision.

Fleet services will continue to use inadequate 400

Area Facilities.

MSA Fleet Services provides critical maintenance

service to a significant portion of the entire

Hanford fleet, including emergency and security

vehicles/equipment. The location of the 2711E

Fleet Maintenance is also critical to the FY2028

Vision and the future support of WTP. If Fleet

Services cannot provide safe and efficient services

due to lack of shop space, the results could be

catastrophic. OHC milestones and Performance

Incentives could be threatened, and this raises the

concern that some customers may continue to use a

vehicle or piece of equipment that is in need of

service, increasing safety risks. Lack of sufficient

space also puts Fleet Services maintenance

personnel in precarious situations. Maintenance of

the existing facilities is becoming a financial

burden which increases rates to all users of Fleet

Services. The L-845 project scope is under

discussion during FY2017 to possibly rescope as a

single consolidated complex project of larger size,

perhaps 45,000 to 51,200 SF (March, 2017).

Facilities

FY17, FY18 &

FY19 Needed,

but planned for

FY24

L-811, 2711EA & 273E Fire

Barrier Welding Areas.

Install sheet metal in both the 2711EB and 273E

Buildings. The sheet metal will provide protection from

fire in these areas from welding, grinding and other hot

work activities.

The addition of these fire barriers for welding and

hot work activities would remove the need for fire

watch personnel. Under our current conditions, a

second person is required to support hot work

activities to meet Hanford site fire code. This

doubles the cost to the job currently being

performed and removes personnel from other job

assignments. With reductions in personnel, support

for fire watch is not always available.

Fleet maintenance provides a full spectrum of

vehicle and equipment maintenance for Hanford’s

vehicle and equipment fleet supporting the cleanup

projects. A number of the maintenance services

provided include the need to perform hot work

(welding, grinding, cutting, etc.). Because of the

lack of adequate fire rated barriers within the Fleet

Maintenance facility, the performance of hot work

activities requires the use of a fire watch.

Construction of fire rated barriers can allow for the

use of a fire watch. Construction of fire rated

barriers can allow for the elimination of the fire

watch while providing an equivalent level of fire

safety. This change reduces vehicle maintenance

costs while also increasing resource flexibility

within Fleet by allowing the fire watch employee to

conduct other revenue generating work.

Facilities FY24

B-61 | P a g e


System Funding

Fiscal Year*

L-813, Concrete Pads -

211ED and 212ED Tents.

Fleet Maintenance has two tents located in the 2711E

Parking Lot. The tents provide additional space to perform

equipment repair and maintenance. Tents, 211ED and

212ED are 60 foot long and 30 feet wide. Currently the

floor under the tent is half concrete and half gravel. The

existing concrete pad is below grade allowing rain water to

pool inside tents. The two new concrete pads will be 40

foot wide, 80 feet long, and 8 inches thick. The tents will

need to be disassembled from their existing location and

moved to the new concrete pads.

Continue to use tents that leak rain water, creating a

slipping hazard for the mechanics/oilers. Having to

work in gravel areas that require the mechanics/oiler

to crawl on their hands and knees can cause injuries.

Fleet Maintenance provides crane maintenance to

the Hanford Crane and Rigging organization.

These cranes support many high priority cleanup

projects. A majority of the maintenance is

completed in two large tents on the central plateau.

These two tents need concrete pads to eliminate

flooding that occurs due to rain water and snow

melt coming in under the edges and settling inside

the tent area as they will be raised 4-6” above

grade. Additionally, it will provide a significantly

improved walking and working surface. These

tents will continue supporting crane and

heavy/large equipment maintenance, thus requiring

this investment.

Facilities FY24

L-814, 2711EA Insulation

Repairs.

The International Building Code (IBC), National Electrical

Code (NEC), plus Washing State supplements to IBC and

NEC requires insulation performance to meet national and

state objectives for energy conservation. With the existing

wall insulation compromised, the applicable sections of

13432 and 13514 set standards for building envelope

performance in energy conservation. The compromised

wall insulation is an opportunity for replacement for

extending service life of the facility, restoring building

code compliance, by changing existing roll insulation to

rigid insulation with R-35 rating, or better.

If the project is not undertaken, the insulation will

continue to flake off into work areas and building

electrical energy consumption will increase.

Without the insulation replacement, the 2711

E/EA/EB complex will be unable to meet DOE RL

objectives for building longevity, remaining service

life or operating costs.

The 2711 E/EA/EB has a projected service life of

26 remaining years to FY2042 or FY2043. The

benefits of adding rigid insulation to replace

compromised existing roll type insulation with a

lower design R value include annual energy savings

and reduced loads on HVAC system. The two

HVAC units serving the main structure will be

changed out during FY2016 of FY2017, so the

project is scoped to address building envelope

needs for the next 26 years of service, including

sealing penetrations and at roll up doors. Original

insulation material surface places in 1984, 1991,

and 1997 is beyond warranty and compromised

from aging, moisture control, condensation, heat

and thaw cycles.

Facilities

Immediate need

although

scheduled for

FY24

L-772, Vehicle Charging

Station for 2266E.

Install purchased electric vehicle charging station at

2266E.

Executive Orders (EO) 13693 and 13513 contain

requirements and goals related to federal agency

fleets sustainability targets including use of electric

plug-in vehicle (PEV) to reduce green-house gases.

Installation of the purchased electric charging

station facilitates MSA and RL toward meeting

these requirements and goals.

As alternative fuel vehicles (AHV) with lower

CRG emissions replace existing vehicles,

additional PEV charging stations are needed. Refer

to “Fleet Services Facilities Master Plan,” HNF-

60164 Revision 0.

Facilities FY24

L-773, Vehicle Charging

Station for 2750E

Install purchased electric vehicle charging station at

2750E.

EO 13693 and 13513 contain requirements and

goals related to federal agency fleets sustainability

targets including use of PEVs to reduce green-house

gases. Installation of the purchased electric

charging station facilitates MSA and RL toward

meeting these requirements and goals.

As AHV with lower CRG emissions replace

existing vehicles, additional PEV charging stations

are needed. Refer to “Fleet Services Facilities

Master Plan,” HNF-60164 Revision 0. Facilities FY24

B-62 | P a g e


System Funding

Fiscal Year*

L-819, High Capacity Fiber

Project.

The project scope is to design, procure, and

construct/install new high capacity fiber optic cable

between the 300 and 200E Areas that supports the

consolidation and expanding number of HLAN users from

~7400 currently to ~9,000 peaking in FY25.

Key assmumptions include:

1) Minimum fiber optic cable size is 144 strand 10G Zero

Water Peak, triple jacketed, double armour fiber (or state

of the art equivalent).

2) Fiber quantity/trench length is ~ 20 miles based on the

length required to run from the 339A/300 Area building to

the 2506E2/200E Area building.

3) EIS or EA NEPA documentation will be required.

4) The cultural resources review process will require a

memorandum of agreement (MOA).

If the installation of new high capacity fiber is not

executed, the following impacts will be realized: 1)

slowed network performance due to bandwidth

limitations, and 2) increased downtime as fiber

continues to degrade resulting in outages and costly

repairs.

Critical systems such as VoIP and AtHOC

(emergency communication to the Hanford work

force) are dependent on network communications

pathways. Network capacity is currently limited by

existing pathways and communication capability

will be limited as the user base grows on the central

plateau. The additional fiber will also allow for a

fully redundant path for network traffic in case of

disaster or other incidents that would obstruct the

existing path.

Additionally, as the site consolidates, a future

Disaster Recovery (DR) and Continuity Of

Operations (COOP) Data Center is being considered

in the Central Plateau. The new fiber optic cable

would be an essential upgrade that without, the

ability to perform DR or COOP to and from this

area is either limited or impossible.

As the Hanford Site continues to shrink the

footprint, the employee user base will continue to

converge to the Central Plateau and City of

Richland. Telecommunications infrastructure to

support and sustain the new environment needs to

be implemented. Populations served by

Information Technology systems are forecast by

FY through FY26 and as depicted in HNF-44238,

Infrastructure and Services Alignment Plan, Rev. 7.

IT / IM FY24

S-216, Access Control Barrier

– PTA Firing Range

Complex.

Design and construction of fencing, gates, automated

access control and associated infrastructure to control and

segregate non-staff and visitor vehicle access and parking.

The function of vehicle and personnel control is

currently done with temporary cones, railroad ties

and administrative signs. These efforts reduce the

risk of entry, but are not fully effective or efficient

in all weather and lighting conditions. If the access

control barier is not constructed, a risk of improper

entry onto a firing range exists that could lead to an

injury or fatality.

MSA holds DE-AC06-09RL14728, MSC, which

requires MSA to provide integrated Safeguards and

Security services to DOE and OHC ensuring the

safeguarding of Special Nuclear Material (SNM),

classified matter, government sensitive

information, and government property.

Specifically, MSC Section C.2.1.1.1 states

"Operate all live-fire open ranges on the Hanford

Site."

In order to meet this need, the PTA has 10 firing

ranges on over 7500 acres of impact area. In order

to meet firearms and tactical requirements, these

shooting venues are active throughout the year. It

is essential that there are safety access/egress

controls in place to prevent unscheduled or

unauthorized entries by personnel. The range is

used by Hanford Patrol and other agencies at times.

Safeguards & Security FY24

B-63 | P a g e


System Funding

Fiscal Year*

S-244, Weapons Cleaning

Trailer.

Replace and dispose of the existing weapons cleaning

trailer at the PTA with a modular weapons cleaning facilty

specifically designed for this function. The project will

include removal and disposal of existing trailer, limited

sitework and electrical connection, procurement and

delivery of a pre-fabricated, portable, the modular facility.

The new facility dimensions will be approximately 44' x

11' x 10', constructed of 1/4" thick steel shell, supported

internally by square tubing. Standard electrical

components shall consist of a 100 amp single phase

disconnect panel, 8" fluorescent light fixtures, heat and air

conditioning unit, electric outlets, eye wash stations, and

storage areas. The modular facility shall include a

minimum of 20 cleaning stations. Each cleaning station

shall have an exhaust ventilation system with hood and

compressed air lines.

Current weapons cleaning activity is performed in

an over 30-year old wood paneled singlewide trailer.

Though this trailer meets minimum functions

necessary, the health and safety risks to employees

and environment could be reduced with the

replacement of this vintage trailer. The risk if not

performed is potential inadequate HVAC system

operation (venting) and/or failure, or fire due to the

wood construction of the trailer leading to no

facility available to meet weapons cleaning and thus

mission needs.

MSA holds DE-AC06-09RL14728, MSC which

requires MSA to provide integrated Safeguards and

Security services to DOE and OHC ensuring the

safeguarding of SNM, classified matter,

government sensitive information, and government

property. This requirement is forecasted to remain

through the duration of current strategic planning

documents.

DOE Order 473.3 requires trained and qualified

protective force as well as the Atomic Energy Act

(AEA) of 1954, as amended and Title 10, Code of

Federal Regulation 1046 and 1047.

The CRD for O 473.3 mandates "(1) Suitable

facilities to support applicable PF activities must be

provided and maintained based on mission-specific

needs" and (2) Training facilities must support

realistic, high-intensity PF training and

qualification programs"

Weapon cleaning is part of every weapon training

activity at the PTA.


B-64 | P a g e


System Funding

Fiscal Year*

S-245, Live Fire Shoot House

(LFSH).

Construct a new LFSH at the PTA. The Scope includes

the design, procurement and construction of a LFSH that

includes a covered concrete pad, ballistic rated enclosure

walls, elevated control and observation platform as well as

supporting infrastructure and related lighting, zoned

heating and other environmental controls.

The Hanford LFSH is 25 years old and is the oldest

in the DOE complex. Because of its condition, it is

constantly in need of time consuming and costly

maintenance. Immense efforts have to be taken to

prevent the potential safety issues inherent in use of

this outdated facility. By DOE pro force standards

and in terms of state of the art training, this is an

inadequate facility, lacking in size, not current in

Shoot House (SH) technology, and is antiquated

from a tactical training stand point. Throughout the

DOE complex, sites have been using their SH to

also address emerging Active Shooter training, a

task which cannot be accomplished at the Hanford

SH. The limited space hinders movement, training

capacity, and oversight by the instructor staff. It is a

DOE Order requirement to conduct training and

qualify Hanford Patrol Pro Force personnel twice a

year in the SH. If Hanford Patrol Force, particularly

the Special Response Team (SRT), does not

maintain their qualifications in the SH, they will be

removed from their status, and not be able to

perform their duties on Hanford patrol. This will

affect the primary mission to protect personnel,

government assets, and SNM, and induce a critical

amount of risk in effectiveness. It is imperative that

Pro Force be proficient in very critical and high risk

building entry/room clearing skills and techniques.

MSA holds DE-AC06-09RL14728, MSC, which

includes Safeguards and Security program

responsibilities and requires MSA to provide

integrated Safeguards and Security services to DOE

and OHC to ensure the safeguarding of SNM,

classified matter, government sensitive

information, and government property.

Section C.2.1.1.1 Protective Forces of the contract

states: “The Protective Forces function serves DOE

and all Hanford Site contractors, with a specific

focus on facilities possessing critical safeguards

and security interests (e.g., SMN). The Protective

Forces (Hanford Patrol) function is comprised of

select security elements (armed personnel,

specialized equipment, tactical procedures, etc.)

associated with physically protecting people and

property on the Hanford Site. The authorities and

requirements for Protective Force functions are

fundamentally derived from the AEA of 1954, as

amend and all the subsequent code of Federal

regulations and DOE implementing requirements

that flow from the AEA.”

“The Contractor shall provide fully qualified SRT

combatants”

“Maintain, train, and provide all necessary

equipment to fully outfit the Protective Force; and

the Contractor shall include specialty assignments

with the SRT, such as breachers and snipers in

accordance with the security configuration

strategy.”

“Develop and execute, as realistically as possible

(e.g., cold smoke, breaching, simulations, etc.),

validation performance test plans for detection and

intervention capabilities of possible malevolent

incidents.”

DOE Order 473.3 Protection Operation requires

semi-annual LFSH qualifications to maintain

Security Police Officer-III certification. The CRD

for O 473.3 mandates “(1)Suitable facilities to

support applicable Protective Forces activities must

be provided and maintained based on mission-

specific needs’ and (2) Training facilities must

support realistic, high-intensity Protective Forces

training and qualification programs:”

This training is integral to Hanford’s protection

strategy.


B-65 | P a g e


System Funding

Fiscal Year*

T-224, Enclose Hoisting and

Rigging Props.

Enclose the hoisting and rigging pad with a pre-engineered

structure with large doors at each end for load-securing

training. Upgrade electrical service for additional lighting

loads/new props. Allows training during inclement

weather, eliminated health concerns/ cleanup costs with

bird nests/droppings on equipment, and reduce

maintenance/extend equipment life by sheltering it.

Cancellation of training courses during inclement

weather will cause delays and increased costs to

projects. Maintenance costs will continue to

increase annually due to degradation of equipment

from weather and wildlife issues. Classes

associated with this prop support meeting

performance requirements described in the J3-18

attachment to the MSC.

The HAMMER training facility serves as the

primary training facility for Hanford Site workers

and emergency responders for safety preparedness,

health, and quality of work life to support the

overall site mission. By definition, HAMMER

provides a safe training environment that allows

workers to learn about the hazards associated with

their tasks and the associated controls and

equipment used to protect them against the hazards.

In support of the Hanford cleanup mission,

HAMMER provides hands-on training for hoisting

and rigging operations on a 3,600 square feet pad

that includes equipment such as a ten-ton gantry

crane mounted on anchored rails allowing for 45

feet of travel. With the outdoor configuration of

crane and rigging equipment on this pad, it requires

frequent maintenance and cleaning to reduce

instructor and student health risks associated with

bird excrement. Training opportunities are also

reduced when there is inclement weather. Building

a pre-engineered structure over these props ensures

a safe training environment, prolongs the training

equipment’s life by eliminating damage due to

weather exposure, and allows for training to

continue during inclement weather.

HAMMER FY24

B-66 | P a g e


System Funding

Fiscal Year*

T-226, Rad Con Practical

Training Building.

Construct a 30x70 ft. steel building that will be used for

radiation training and storage of material. The building

will be divided into three rooms. One room would be a

Tank Farms change room supporting outside environment

radiological work and provide more realistic training

situations. The center section of the building will be a

small storage room for consumable materials used for

radiation training, and the third room will be an open area

to be used for advanced radiation worker training, task-

specific training for the Vitrification Plant and other

Hanford activities, Radiological Control Technician (RCT)

proficiency training, and containment training.

The current facilities lack the long-term training

facilities to support tank farm personnel training and

Vitrification Plant start-up, advanced Rad Worker

training for the Vitrification Plant, and improved

training for personnel working in outdoor areas. As

the 2028 Vision is realized, training areas at the site

will be eliminated. The equipment located in

HAMMER radiological training is generic and

reflects the current technology being used at

Hanford. Over 50% of Hanford radiological work

occurs in outside environments. It is assumed that

start-up and operation of the Vitrification Plant will

introduce new equipment and process changes. Rad

Worker and RCT training will be required to shift

emphasis from contamination control during

Vitrification Plant operations/maintenance and tank

farm support operations. Insufficient training

capacity available to support Vitrification Plant

specific radiological training, and lack of RCT and

advanced Rad Worker practical training area

contribute to increased risk of work/operational

error with subsequent impacts of contamination

spread, internal exposure, and unnecessary radiation

dose.


primary training facility for the Hanford Site

workers and emergency responders for safety

preparedness, health, and quality of work life to

support the overall site mission. By definition,

HAMMER provides a safe training environment

that allows workers to learn about the hazards

associated with their tasks and the associated

controls and equipment used to protect them

against the hazards. Tank farms and Vitrification

Plant personnel need advanced radiation worker

training, training with remote monitoring and

handling of materials as well as increase emphasis

on dose management techniques. Tank farm

operations will continue to be performed in large

outdoor areas with single point egress and exit.

Improved facilities would provide training for

personnel working in outdoor areas and mitigate

risks from worker/operational errors. There are no

existing facilities/props suitable to their needs.

This building would provide a change room;

simulated outside environmental radiological work

area; and an open-are, task-specific radiation

proficiency and containment training area.

HAMMER FY24

T-234, HAMMER Admin

Building 6091 Natural Gas

Conversion.

This project would replace the current use of propane gas

with natural gas for facility heating at the HAMMER

Administration Building. A natural gas pipeline owned by

Cascade Natural Gas currently exists at the southeast

boundary of the HAMMER site. A natural gas pipeline

will be trenched from the existing natural gas line to the

Administration Building and will require mitigation of the

construction work, metering, and conversion of the

existing burners. This project is only to replace the use of

propane gas for facility heating purposes; propane gas will

continue to be used for fire training props since natural gas

does not provide a visible flame for training purposes.

Although propane is also used for heating purposes in the

Al Alm building, this project does not include pipeline

routing and conversion at this time due to the difficulties

and added expense of routing the natural gas pipeline

through (or around) the HAMMER training props.

However, this project would provide an opportunity for

future conversion and cost savings to both the Al Alm

building, as well as to a current project funded by the U.S.

State Department to construct a new training facility.

If this project is not performed, there would be no

means of achieving long-term cost savings from the

conversion to natural gas.


primary training facility for Hanford Site workers

and emergency responders for safety preparedness,

health, and quality of work life to support the

overall site mission. By definition, HAMMER

provides a safe training environment that allows

workers to learn about the hazards associated with

their tasks and the associated controls and

equipment used to protect them against the hazards.

Proposed conversion is from Liquefied Petroleum

Gas to Natural Gas for the HAMMER

Administration Building boilers and water heaters.

The extension of the Natural Gas Pipeline to the

HAMMER campus will allow for this conversion at

this building with an anticipated payback of

between 8 to 15 years. Conversion of other

buildings on campus have proven to be cost

prohibitive due to the costs associated with

extending the Natural Gas line through the campus.

This conversion would save money in the long

range and slightly reduce emissions.

HAMMER FY24

B-67 | P a g e


System Funding

Fiscal Year*

EF28 - Replace Fire Engine

Pumper Truck (HO 68D-

3890).

Procure and take delivery of a new fire engine pumper to

replace the ageing fire engine pumper truck currently in

use by the HFD.


at a minimum:

- 1,500-gpm pump.







requirements for a pumper. The unit shall be able to pass a


vehicles.







(no water in booster tank), the mirrors, and installed

equipment.

The requested fire engine would replace Fire Engine

94 (HO 68D-3890), which was placed into service

in 2000. The recommended age for replacing this

equipment is 15 years; Fire Engine Pumper (HO

68D-3890) is 17 years old.

HO 68D-3890 is a front run pump-truck located in

the 300 Area. This pump truck currently supports

structural fires, motor vehicle accidents, and

emergency medical services at PNNL, DOE

facilities, Hanford Site Contractors located in the

300 Area, 400 Area, 1100 Area, and 3000 Area, and

Energy Northwest. This ladder is most likely the

first responder to the WSU campus.

Examples of code changes currently not existing on

HO 68D-3890 are as follows: Vehicle data

recorder, Seat belt indicators, diesel particulate

filters, wired or wireless crew communication

features. Additionally, there have been code

changes to connecting to shoreline power that the

current apparatus does not employ.

Several of the features mentioned above that come

standard on new fire apparatus are current safety

concerns that have been expressed by HFD fire

operations over the last couple years.





chemical/ biological/radiological emergency


Hanford Site (MSC: DE-AC06-09RL14728). To








Fire Engine Pumper (HO 68D-3890) must be able

to operate reliably and properly to respond to and

terminate emergency situations that could threaten

the operations, employees, public, operations,

environment, or property on the Hanford Site. An

apparatus that breaks down at any time during an

emergency operation compromises the success of

the mission and may jeopardize the safety of fire

fighters and Site personnel. To ensure adequate

HFD performance to meet critical needs, providing

a satisfactory level of apparatus operability as



Hanford Fire FY24

B-68 | P a g e


System Funding

Fiscal Year*

EF29, Replace Fire Engine

Pumper Truck

E-92 HO 68D-3894.

Procure and take delivery of a new fire engine pumper to

replace the ageing fire engine pumper truck currently in

use by the HFD.


at a minimum:

- 1,500- gpm pump.


- Capacity for 1,000 feet of 5-inch hose.





requirements for a pumper. The unit shall be able to pass a


vehicles.







(no water in booster tank), the mirrors, and installed

equipment.


94 (HO 68D-3894), which was placed into service

in 2001. The recommended age for replacing this

equipment is 15 years; Fire Engine Pumper (HO

68D-3894) is 16 years old.

HO 68D-3894 is a front run pump-truck located in

the 200 Area. This pump truck currently supports

structural fires, motor vehicle accidents, and

emergency medical services. This is the most

utilized front run apparatus at the HFD. It is the

primary first out vehicle in support of Tank Farms,

WTP, K-Basins, Canister Storage, 2704-HV, 222S

Labs, and PUREX.
















chemical/biological/ radiological emergency


Hanford Site MSC: DE-AC06-09RL14728). To








Fire Engine Pumper (HO 68D-3894) must be able

to operate reliably and properly to respond to and












Hanford Fire FY24

B-69 | P a g e

EF30, Replace 65-Foot Aerial

Telesquirt, HO 68D.-

Procure and take delivery of a new 75-foot aerial ladder to

replace the ageing 65-foot ladder being used by the HFD.


at a minimum:

- 1,500- gpm pump.



- 75-foot, heavy-duty ladder device.

- Up to 200 feet of ground ladders.





requirements for a quint. The unit shall be able to pass a


vehicles.







(no water in booster tank), the aerial ladder, mirrors, and

installed equipment.


(HO 68D-3865), which was placed into service in

1998. The recommended age for replacing this

equipment is 15 years; Fire Engine (HO 68D-3865)

is 19 years old.

HO 68D-3865 is a front run ladder located in the

300 Area. The ladder currently supports PNNL,

DOE, and other Hanford Site Contractors located in

the 1100 Area, 300 Area, 3000 Area, and Energy

Northwest. Additionally, this ladder is most likely

the first responder to the WSU campus. All of the

areas mentioned above have multiple story facilities

that require a reliable apparatus with a reach of

greater than 65 feet to adequately support the

response effort. This apparatus will also be a key

piece of equipment that will be utilized when

decommission of FFTF begins.
















chemical/biological/ radiological emergency


Hanford Site MSC: DE-AC06-09RL14728). To








Fire Engine (HO 68D-3865) must be able to

operate reliably and properly to respond to and












Hanford Fire FY24

B-70 | P a g e


System Funding

Fiscal Year*


Ton Crane with an 80-Ton

Crane - HO 17T-5684 (1984).

This procurement replaces the 33-ton crane (HO-17T-

5684) with an 80-ton crane. The smaller capacity older

cranes are being replaced with the newer larger 80-ton

capacity RT cranes because of the ergonomically designed

tilt cab design, the patented ride glide system intended to

produce a smoother controllable highway ride, and the

newly designed MEGAFORM™ boom which eliminates

weight and increases capacity compared to conventional

boom shapes. The current crane was procured and placed

into service in 1984.

The existing crane is no longer cost effective to

operate due to continuous mechanical breakdowns.

The dependability of the crane is not acceptable to

meet the increasing workload schedule being placed

on it. This particular crane must be reliable and

dependable to meet accelerated schedules.

Replacement parts for this 28-year-old crane are

becoming increasingly difficult to obtain. This

crane is needed to support accelerated cleanup

projects for WRPS tank farm projects and

maintenance operations. This crane will be used

extensively for pit and tank intrusive work inside the

200E and 200W Area tank farms complex, such as

facility upgrades and life extension projects. The

lack of this mobile crane will lead to lengthy delays

in meeting accelerated milestones and the

contractor’s performance measurements. WRPS

will experience greater costs without this crane due

to maintenance repairs and down time while waiting

on the availability of other cranes within the crane

fleet.

Tank farms increasingly defines limits on tank


tanks requiring cranes be located farther from the

tank dome. These limitations require increasing the

stand-off established between the ground loading of

the mobile crane footprint and the tank dome. The

existing small capacity (30 and 33-ton) older cranes

in Hanford’s crane fleet cannot provide the lifting

capacity needed for forecasted loads while meeting

these stand-off requirements. Tank Farms now

requires MSA Crane and Rigging to comply with

requirement of ASME NQA-1 quality standard.

Newer model cranes provide the best insurance of

compliance and reliability and larger cranes

provide the required safety margins. The

dependability of this current crane is not acceptable

to meet the increasing workload that is being

placed on them and the safety features are limited

and outdated. These issues have and will continue

to challenge Tank Farm contractor costs and

schedule due to extended repairs and downtime

while waiting on the availability of other cranes

within the crane pool. Based upon the long-term

Tank Farm mission requirements and collaborative

analysis has concluded that these older cranes

should be replaced with larger, 80-ton capacity

units.


B-71 | P a g e


System Funding

Fiscal Year*



Crane - HO 17T-19986

(1993).
















dependable to meet accelerated schedules. The lack

of this mobile crane will lead to lengthy delays in

meeting accelerated milestones and the contractor’s

performance measurements. OHCs will experience

greater costs without this crane due to maintenance

repairs and down time while waiting on the

availability of other cranes within the crane fleet.

The scale of the Hanford cleanup mission requires

significant material handling capabilities in support

of waste management activities. The diverse

locations and schedules of material movements

dictate the need for Hanford to retain and reliable

fleet of mobile cranes than can be deployed as

cleanup projects progress. This mission need is

most notable in the support of operations of

Hanford’s tank farms (including tank monitoring,

sluicing, transfer, and retrieval). Routinely, these

activities require crane support to move heavy

loads above and around the in-ground tanks. The

safety bases for the tank farms define limits on tank


tanks. These limitations require a stand-off


footprint and the tank dome. The existing small

capacity (30 and 33-ton) older cranes in Hanford’s

crane fleet cannot meet the stand-off requirements

for protection of the underground tanks while still

providing the lifting capacity needed for forecasted

loads. Additionally, these cranes are 25-30 years

old and beyond their life expectancy. The

dependability of the cranes is not acceptable to

meet the increasing workload that is being place on

them and the safety features are limited and

outdated. These issues have and will continue to

challenge Tank Farm contractor costs and schedule

due to extended repairs and downtime while

waiting on the availability of other cranes within

the crane pool. Based upon the long-term Tank

Farm mission requirements, an alternative analysis

has concluded that these older cranes should be

replace with larger, 80-ton capacity units.


B-72 | P a g e


System Funding

Fiscal Year*



Crane - HO 17T-19987

(1993).
















dependable to meet accelerated schedules. The lack

of this mobile crane will lead to lengthy delays in

meeting accelerated milestones and the contractor’s

performance measurements. OHCs will experience

greater costs without this crane due to maintenance

repairs and down time while waiting on the

availability of other cranes within the crane fleet.

Three previously regulated cranes are out of service

at this time and are scheduled to be replaced on the

RPIP, EC03 and EC05. Since these are already out

of service, Sitewide Crane & Rigging Services is

operating at a deficit. Two of these cranes are 30

years old, far exceeding their expected lifespans.

Another extra-large capacity regulated crane is also

out of service (EC04), contributing to a loss in the

large capacity units.

The safety basis for the Tank Farms (TFC-ENG-

SB-C-12, REV A-1, January 2017) defines limits

on tank dome loading to protect structural integrity

of the tanks. These limitations require a stand-off










meet the increasing workload that is being placed

on them and the safety features are limited and


challenge Tank Farm contractor costs and schedule




Farm mission requirement, an alternative analysis




EC12, Replace 80-Ton

Hydraulic Truck Mount Crane

with equal Crane - HO 17T-

5692 (1990).

Replacement for a non-regulated 80-ton hydraulic truck

mount crane with an 80-ton crane. The current unit was

procured and placed into service in 1990.

The crane is beyond the service life expectancy.

Wear and stress to the crane and components have

caused frequent equipment failures. Crane safety

features are limited and outdated, and repair costs

are increasing. This crane is a vital element to the

success of the Site’s accelerated cleanup mission.

Without it, significant delays or missed goals may

occur, and the 2028 vision for the Site could be

jeopardized.

The safety basis for the tank farms defines limits on












meet the increasing workload that is being place on

them and the safety features are limited and


challenge tank farm contractor costs and schedule



the crane pool. Based upon the long-term tank

farm mission requirements, an alternative analysis




B-73 | P a g e


System Funding

Fiscal Year*

EC01, Replace 55-Ton Crane

With an 80-Ton - Rad Use -

HO 17T-5918 (1994).






produce a smoother controllable highway ride- and the





This particular crane must be reliable and

dependable to meet accelerated schedules. This

crane is needed to support accelerated cleanup

projects for WRPS tank farm projects and

maintenance operations. This crane will be used

extensively for pit and tank intrusive work inside the

200E and 200W Area tank far complexes, such as

facility upgrades and life extension projects. The

lack of this mobile crane will lead to lengthy delays

in meeting accelerated milestones and the

contractor’s performance measurements. WRPS

will experience greater costs without this crane due

to maintenance repairs and down time while waiting

on the availability of other cranes within the crane

fleet.

The safety basis for the tank farms defines limits on












meet the increasing workload that is being places

on them and the safety features are limited and


challenge tank farm contractor costs and schedule




Farm mission requirements an alternative analysis


replaced with larger, 80-ton capacity units.


ER16, Replace Caterpillar D-

8 Dozer

HO 63-05580 (1985).

Replaces a Caterpillar D-8 Dozer used to maintain

Hanford Site grounds, support various project activities

and OHC’s, as well as crucial support to HFD during wild-

land fire season.

This piece of equipment was acquired in 1985. It is

28 years old, prone to breakdowns, and exceeds

typical industry service life for first line equipment.

Replacement cost for this aging equipment is

increasing, and over the last five years,

approximately $60K has been spent on maintenance

of this unit. If this equipment should fail, the impact

would be widespread, affecting support to HFD,

CHPRC remediation and various other

organizations. The reduced support ability to HFD

and snow removal would result in increased risk

associated with safety and fire protection.

MSA Motor Carrier Services provides a significant

portion of wild land fire support to the HFD. A

primary activity of this support is the creation fire

breaks which stop the progress of wild land fires.

These fire breaks can only be produced with heavy

equipment, such as dozers. ER16 and ER26 will

replace two 1985 Caterpillar dozers (D6 and D8).

Having updated capabilities will ensure MSA and

DOE can adequately protect Hanford resources and

provide a higher level of safety to personnel

performing this inherently dangerous work.

These dozers also support the CHPRC in retrieval

trench remediation, balance of Site ground cover

and backfill operations to aid in down-posting

contamination areas.

Fleet Procurements FY24

B-74 | P a g e


System Funding

Fiscal Year*

ER26, Replace Caterpillar D-

6 Dozer HO 63-05578 (1985).

Replaces a Caterpillar D-6 Dozer used to maintain

Hanford Site grounds, support various project activities

and OHC’s, as well as crucial support to HFD during wild-

land fire season.

This piece of equipment was acquired in 1985. It is

28 years old, prone to breakdowns, and exceeds

typical industry service life for first line equipment.

Replacement cost for this aging equipment is

increasing, and over the last five years

approximately $60K has been spend on maintenance

of this unit. If this equipment should fail, the impact

would be widespread, affecting support to HFD,

CHPRC remediation and various other

organizations. The reduced support ability to HFD

and snow removal would result in increased risk

associated with safety and fire protection.

MSA Motor Carrier Services provides a significant

portion of wild land fire support to the HFD. A

primary activity of this support is the creation fire

breaks, which stop the progress of wild land fires.

These fire breaks can only be produced with heavy

equipment, such as dozers. ER16 and ER26 will

replace two 1985 Caterpillar dozers (D6 and D8).

Having updated capabilities will ensure MSA and

DOE can adequately protect Hanford resources and

provide a higher level of safety to personnel

performing this inherently dangerous work.

These dozers also support the CHPRC in retrieval

trench remediation, balance of Site ground cover,

and backfill operations to aid in down-posting

contamination areas.

Fleet Procurements FY24

Revised: July 31, 2017 to match RPIP 3rd Quarter (RL Approved) Version.

Revised on May 3, 22, 24, 25, 30; June 6; July 17, 2017 to delete projects in response to ISAP and RPIP alignment meetings deleted duplicate projects:

Completed/Deleted Project List

Project Title Status System

EF32 & EF33 EF32 -Replace Hazmat 92, (Re-chassis only),HO 68D-3892 (1990) HO 68D-3892 (1990)

EF33 - Replace Mobile Incident Command Post - HO 68N-1989 (1998) Combined Hanford Fire

ET50 (distribution layer completion) HLAN Network Upgrade Phase I (Refresh) Completed IT/IM

ET66 Next Generation Wireless (Including Wireless/Mobile Coverage Study)

Deleted IT/IM

L-326 300 Area Fire Service Relocation Deleted Facilities

L-336 200 East & West Areas Potable Water Clear Well Modifications Deleted Water

L-525 24" Line Renovation/Replacement from 2901Y to 200E (West Side) - 1944 Completed Water

L-679 200 West Area Water Treatment Chlorine Disinfection Improvements Deleted Water

L-759 Akron Avenue (12th to 2704HV) Completed Transportation

L-764 New Data Center Upgrade from G4 to 7220 Deleted IT/IM

L-767 2104 Storage Shed Replacement Deleted Electrical

L-783 Central Plateau East Fire Station Conceptual Design Report/Definitive Design/Construction

Completed Hanford Fire

B-75 | P a g e

L-828 Filter Plant Alum Feed System and Flash Mixing Chamber Upgrade Deleted Water

L-829 Filter Plant Tracer Study Deleted Water

L-833 Filter Plant VFD Replacement Deleted Water

L-834 Filter Plant Flocculator System Upgrade Deleted Water

L-835 Filter Plant Standby Power Deleted Water

L-840 24" Line Renovation/Replacement from 2901Y to 200W Area Completed Water

L-847 Design and Install 200E Raw Water Variable Speed Pump Deleted Water

L-848 Design and Install 200W Raw Water Variable Speed Pump Deleted Water

L-856 Route 4N Rut Repair, RT 11A to MP 2 Completed Transportation

L-858 200 East 13.8kV ED Design and Base Service Load Completed Electrical

L-865 Feasibility Study for Water Treatment Plant Completed Water

L-874 Chip Seal 100 Area Roads Deleted Transportation

L-877 Overlay D Avenue (Paddock to Palouse) Deleted Transportation

S-239 PTA Range 9 Elevated Platform Deleted Safeguards & Security

S-241 662 and 662A Building Modification Deleted Safeguards & Security

S-242 PTA Range 9 ISA Target Mock-up Deleted Safeguards & Security

B-76 | P a g e

ABBREVIATIONS/ACRONYMS

200E 200 East

200W 200 West

AASHTO American Association of State Highway and Transportation Officials

AEA Atomic Energy Act

AHV Alternative Fuel Vehicles

ASME American Society of Mechanical Engineers

AWWA American Water Works Association

BPA Bonneville Power Administration

CCP Concrete Cylinder Pipe

CHPRC CH2M HILL Plateau Remediation Company

CMVs Commercial Motor Vehicles

COOP Continuity Of Operations

CWC Central Waste Complex

DFLAW Direct Feed Low Activity Waste

DOE Department of Energy

DOE-HQ U.S. Department of Energy. Headquarters

DOE-ORP U.S. Department of Energy, Office of River Protection

DOE-RL U.S. Department of Energy, Richland Operations Office

DOS MS Disk Operating System

DOT U.S. Department of Transportation

DR Disaster Recovery

DSA Documented Safety Analysis

EMS Environmental Management System

EO Executive Order

EOC Emergency Operations Center

ERDF Environmental Restoration Disposal Facility

ETF Effluent Treatment Facility

EU Electrical Utilities

FACU Fire Alarm Control Units

FEF Flow Equalization Facility

FRC Federal Records Center

FW Fire Water

FY Fiscal Year

B-77 | P a g e

GIS Geographical Information System

gpm gallon-per-minute

GPP General Plant Project

HAMMER Volpentest HAMMER Federal Training Center

Hazmat Hazardous Material

HFC Hanford Federal Cloud

HFD Hanford Fire Department

HLAN Hanford Local Area Network

HMA Hot Mixed Asphalt

HSEAS Hanford Site Emergency Alerting System

HVAC Heating, Ventilation, and Air Conditioning

IBC International Building Code

IDF Integrated Disposal Facility

IES Illuminating Engineering Society

ISAP Infrastructure and Services Alignment Plan

ISMS Integrated Safety and Management System

IT&M Inspection Testing and Maintenance

LAWPS Low Activity Waste Pretreatment System

LFSH Live Fire Shoot House

LIGO Laser Interferometer Gravitational Wave Observatory

LOSS Large Onsite Sewage Systems

LPT Local Panel Trouble

MGD Million Gallons Per Day

MOA Memorandum of Agreement

MSA Mission Support Alliance

MSC Mission Support Contract

NEC National Electrical Code

NERC North American Electric Reliability Corporation

NFPA National Fire Protection Association

NQA-1 Nuclear Quality Assurance

OHC Other Hanford Contractors

OSS On-Site Septic

OUO Official Use Only

PEV Electric Plug-In Vehicle

PG Performance Grade

PNNL Pacific Northwest National Laboratory

PNSO Pacific Northwest Site Office

B-78 | P a g e

POC Patrol Operations Center

PSAP Public Safety Answering Point

PTA Patrol Training Academy

PW Potable Water

RCT Radiological Control Technicians

RFAR Hanford Radio Fire Alert Reporting

ROM Rough Order of Magnitude

RPIP Reliability Project Investment Portfolio

RT Rough Terrain

RTUs Remote Terminal Units

RW Raw Water

SCADA Supervisory Control and Data Acquisition SH Shoot House

SNM Special Nuclear Material

SRT Special Response Team

T&D Hanford Site Electrical Transmission and Distribution System

TEDF Treated Effluent Disposal Facility

VoIP Voice over Internet Protocol

WAC Washington Administrative Code

WDOH Washington Department of Health

WESF Waste Encapsulation and Storage Facility

WIPP Waste Isolation Pilot Plant

WRAP Waste Receiving and Processing Facility

WRPS Washington River Protection Solutions

WTF Waste Treatment Facility

WTP Waste Treatment Project

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Key Words

The key words below are in contractor scope and/or OHC planning reference documents cross referenced to reliability projects in FY17 ISAP

Appendix B – RPIP list above as of July 20, 2017. (Parenthetical statements in left hand column reflect how the cleanup scope term or a similar

key word below might relate to a reliability project above)

Key words below are in Appendix B reliability project text as of July

20, 2017:

Key words below are NOT in Appendix B as of July 20, 2017:

Building 609A (applies to fire station) 100K Reactor Area Transition

100N Transition (may apply to 100N fire station) 1st Street Upgrade LAW to IDF Road to Dispose of Canisters

222-S (may apply to 222-S Building Fire Alarm System, Gas

Chromatography (GC)/Mass Spectrometry (MS), HVAC Upgrade,

Room Renovation - 1J, 4C, 4N or Thermal Desorption Units (TDUs))

200E Area Office Facility (AKA TWOC)

242-S (may apply to 242-S C-100 Tank Emptying) 219-S Facility Upgrade

2704-HV (may apply to 2704-HV East Parking Lot and Akron

Connecting Road Upgrades, or 2704-HV Replace Building Fire Alarm

System)

219-S IQRPE assessment

300 Area (may apply to 300 Area Road Condition Assessment &

Maintenance Transition, or Station 93 – Building 3709A)

219-S IQRPE Plan

32 mile transmission line to 200E Area from Pasco (applies to 32 mile

natural gas transmission pipe line to 200E Area from Pasco) 241‑A and 241‑AX TMACS Interface Equipment Permanent Power

Supply

400 Area (may apply to substation 451B) 241‑AN and 241‑AP Replace Switchgear

Alternative Fuel vehicles 241‑AN Water Source

Energy Northwest (applies to Columbia Generating Station site or

ENW workforce) 241‑AN, 241‑AP, 241‑AW, and 241‑SY Motor Control Center

Electrical Modifications

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HNF-6608 (applies to Electrical Utilities System Master Plan, or

update) 241‑AN/241‑AP/241‑AW/241‑SY Replace MCC-1

HNF-53496 (may apply to General Purpose Facilities Master Plan, or

update) 241‑AP and 241‑AW Redesign and Fabricate New Slurry Distributors

Buffalo Ave (may apply to Fire water upgrade along Buffalo Ave.) 241‑AP Service Water Flow Meter and Install Throttling Valve

Wireless (may apply to General-Service Wireless Transfer Leak

Detectors) 241‑AW‑106 Transfer Pump

HAMMER 241‑AY and 241‑AZ Farm Programmable Logic Controller Migration

Tank Farm (may apply to Implementation Plan for DNFSB

Recommendation 2012-2 Tank Farm Flammable Gas Safety

Significant, Part 2)

241‑AY‑101 and the 241‑AZ Valve Pit Install a direct transfer line

between the two

HNF-6612 (applies to Sanitary Sewer System Master Plan, or update) 241‑AZ Farm Power Upgrades

User Based Services 241‑AZ‑102 Transfer Pump Power and Control Stand and Transfer

Pump

HNF-5828 (applies to Water System Master Plan, or update) 241‑SY Farm Exhauster Refurbishment and Installation

WTP (applies to Waste Treatment Plant for vitrification) 241‑SY Farm outside paved road

241‑T Farm Interim Surface Barrier Repair/Replacement

241‑UX-302‑A Intrusion Mitigation

242‑A Change/Staging Structure

242‑A DSA Safety System Upgrades

242‑A Fire Alarm System

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242‑A Monitor Control System (MCS) Hardware Upgrades

242‑A Motor Control Center (MCC) Upgrades/Replacement

242‑A Process Condensate Sampling Station

242‑A Reboiler Replacement Design and Procure Spare

272-WA Electrical Upgrades (incl. Parking Lot Light Pole)

272-WA Replace Building Fire Alarm System

702‑AZ Ventilation System Software Update

AP Farm Pit Upgrades – Water Scope

Carbon reduction

CERCLA

Cold Vapor Atomic Absorption Spectrometer

Consolidated Annulus Emergency Pumping

Consolidated Supernatant Emergency Pumping

Continued Electromagnetic Acoustic Transducer Development

Continued Phased Array Development

Critical Transfer System Components

Detail Design for Archive Storage Facility

DST In-Pit Heating

Electronic Medical Records Replacement

B-82 | P a g e

Emergency Services Strategic Plan (ESSP)

Employee Job Task Analysis (EJTA)

Enterprise Resources Planning

ETF (Replace 3X Basin Covers)

ETF Brine Loadout Station

ETF Chemical System Piping/Tank Replacement

ETF Chiller Replacement

ETF Peroxide Decomposer Vessel Repair/Replacement

ETF RO and ETF Evaporator Valve Redesign

ETF Verification Tank Coating Replacement

Flash Thermography Evaluation for Remote Inspection

General Purpose Facilities

Ground Stabilization and Void Assessment of SST Farms

Inductively Coupled Plasma/Mass Spectrometer

ISS reactors

Laboratory Information Management System (LIMS) Upgrade

Manhattan Project National Historical Park

National Training Center (NTC)

NEPA Review for Evaporative Transpiration Barrier

B-83 | P a g e

Pit Jumper Replacements

Reconfigure 241‑AP‑02A Pit – Post 241‑AY‑102 Retrieval

Replace Access Control/Entry System (ACES) System

Restricted Roads route

Sample Receipt/Standards Laboratory Replacement

Sampling Equipment (Generator, Water Truck, X-Ray Machine, etc.)

Secondary Transformers

Spare Hose-In-Hose Transfer Line and Fittings (2-Inch and 4-Inch)

Strategy to Qualify Transfer Line Pressure Rating

Tank Farm Automation Upgrades

Tank Farm DST Feed Delivery Upgrades

TMACS Upgrade to ABB and Integration to TFMCS

Total Organic Carbon/Total Inorganic Carbon

Transfer Pumps

Upgrade TMACs Communication System for SSTs

West Area Paint Shop

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