STATEMENT OF WORK FOR CONSTRUCTION Requisition ......2020/08/25 · management of spent nuclear fuel, and disposition of nuclear materials and nonreactor nuclear facilities. 1.1.2

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 i

STATEMENT OF WORK

FOR

CONSTRUCTION

Requisition No. 340160

Title: WESF Modifications and CSS Equipment Installation (Project W-135)

Revision Number: 0

Date: August 3, 2020

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 ii

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01010 – SUMMARY OF WORK ................................................................................. 01010-1

PART 1 – GENERAL ................................................................................................................. 01010-1

PART 2 – PRODUCTS ............................................................................................................. 01010-16

PART 3 – EXECUTION ........................................................................................................... 01010-16

SECTION 01019 – ITEMS FURNISHED FOR CONSTRUCTION .......................................... 01019-1

PART 1 – GENERAL ................................................................................................................. 01019-1

PART 2 – PRODUCTS ............................................................................................................... 01019-6

PART 3 – EXECUTION ............................................................................................................. 01019-6

SECTION 01036 – REQUEST FOR CLARIFICATION OR INFORMATION

AND CHANGES .............................................................................................................................. 01036-1

PART 1 – GENERAL ................................................................................................................. 01036-1

PART 2 – PRODUCTS ............................................................................................................... 01036-2

PART 3 – EXECUTION ............................................................................................................. 01036-2

SECTION 01040 – COORDINATION .......................................................................................... 01040-1

PART 1 – GENERAL ................................................................................................................. 01040-1

PART 2 – PRODUCTS ............................................................................................................... 01040-8

PART 3 – EXECUTION ............................................................................................................. 01040-8

SECTION 01050 – FIELD ENGINEERING ................................................................................. 01050-1

PART 1 – GENERAL ................................................................................................................. 01050-1

PART 2 – PRODUCTS ............................................................................................................... 01050-1

PART 3 – EXECUTION ............................................................................................................. 01050-2

SECTION 01065 – PERMITS ........................................................................................................ 01065-1

PART 1 – GENERAL ................................................................................................................. 01065-1

PART 2 – PRODUCTS ............................................................................................................... 01065-3

PART 3 – EXECUTION ............................................................................................................. 01065-3

SECTION 01110 – OCCUPATIONAL SAFETY/INDUSTRIAL HYGIENE ........................... 01110-1

PART 1 – GENERAL ................................................................................................................. 01110-1

PART 2 – PRODUCTS ............................................................................................................... 01110-3

PART 3 – EXECUTION ............................................................................................................. 01110-3

SECTION 01130 – ENVIRONMENTAL, RADIOLOGICAL, AND NUCLEAR SAFETY .... 01130-1

PART 1 – GENERAL ................................................................................................................. 01130-1

PART 2 – PRODUCTS ............................................................................................................... 01130-9

PART 3 – EXECUTION ........................................................................................................... 01130-10

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 iii

SECTION 01150 – TRAINING AND QUALIFICATIONS ........................................................ 01150-1

PART 1 – GENERAL ................................................................................................................. 01150-1

PART 2 – PRODUCTS ............................................................................................................... 01150-6

PART 3 – EXECUTION ............................................................................................................. 01150-6

SECTION 01200 – PROJECT MEETINGS ................................................................................. 01200-1

PART 1 – GENERAL ................................................................................................................. 01200-1

PART 2 – PRODUCTS ............................................................................................................... 01200-3

PART 3 – EXECUTION ............................................................................................................. 01200-4

SECTION 01300 – SUBMITTALS ................................................................................................ 01300-1

PART 1 – GENERAL ................................................................................................................. 01300-1

PART 2 – PRODUCTS ............................................................................................................... 01300-2

PART 3 – EXECUTION ............................................................................................................. 01300-2

SECTION 01315 – PROJECT SCHEDULES, PROJECT CONTROLS, AND PROJECT

PERFORMANCE MILESTONES ................................................................................................. 01315-1

PART 1 – GENERAL ................................................................................................................. 01315-1

PART 2 – PRODUCTS ............................................................................................................... 01315-6

PART 3 – EXECUTION .............................................................................................................. 013156

SECTION 01400 – QUALITY ASSURANCE AND CONTROL ................................................ 01400-1

PART 1 – GENERAL ................................................................................................................. 01400-1

PART 2 – PRODUCTS ............................................................................................................. 01400-17

PART 3 – EXECUTION ........................................................................................................... 01400-17

SECTION 01500 – CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ...... 01500-1

PART 1 – GENERAL ................................................................................................................. 01500-1

PART 2 – PRODUCTS ............................................................................................................... 01500-4

PART 3 – EXECUTION ............................................................................................................. 01500-4

SECTION 01610 – MATERIAL AND EQUIPMENT DELIVERY ........................................... 01610-1

PART 1 – GENERAL ................................................................................................................. 01610-1

PART 2 – PRODUCTS ............................................................................................................... 01610-3

PART 3 – EXECUTION ............................................................................................................. 01610-4

SECTION 01620 – MATERIAL AND EQUIPMENT STORAGE AND HANDLING ............ 01620-1

PART 1 – GENERAL ................................................................................................................. 01620-1

PART 2 – PRODUCTS ............................................................................................................... 01620-3

PART 3 – EXECUTION ............................................................................................................. 01620-3

SECTION 01630 – PRODUCT OPTIONS AND SUBSTITUTIONS ......................................... 01630-1

PART 1 – GENERAL ................................................................................................................. 01630-1

PART 2 – PRODUCTS ............................................................................................................... 01630-2

PART 3 – EXECUTION ............................................................................................................. 01630-2

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 iv

SECTION 01670 - CONSTRUCTION ACCEPTANCE TESTING ........................................... 01670-1

PART 1 – GENERAL ................................................................................................................. 01670-1

PART 2 – PRODUCTS ............................................................................................................... 01670-1

PART 3 – EXECUTION ............................................................................................................. 01670-2

SECTION 01720 – PROJECT RECORD DOCUMENTS ........................................................... 01720-1

PART 1 – GENERAL ................................................................................................................. 01720-1

PART 2 – PRODUCTS ............................................................................................................... 01720-3

PART 3 – EXECUTION ............................................................................................................. 01720-3

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 v

TERMS

AHA Activity Hazard Analysis

ATMS Ambient Temperature Monitoring System

AWS Automated Welding System

BFE Buyer-Furnished Equipment

BTR Buyer’s Technical Representative

CAT Construction Acceptance Testing

CGD Commercial-Grade Item Dedication

CGET CHPRC General Employee Training

CHPRC CH2M HILL Plateau Remediation Company

CM Construction Manager

CMTR Certified Material Test Report

COC Certification of Conformance

COTS Commercial Off the Shelf

CSA Capsule Storage Area

CSS Cask Storage System

CTA Container Transfer Area

CWI Certified Weld Inspector

DAR Daily Activities Field Report

DCN Design Change Notice

DFR Daily Field Report

DOE U.S. Department of Energy

DOT U.S. Department of Transportation

DSR Designated Safety Representative

DTS Dry Transfer System

ECR Engineering Change Request

EHBS Evacuation and Helium Backfill System

ERDF Environmental Restoration Disposal Facility

EWP Enhanced Work Planning

FEHIC Facility Emergency Hazard Identification Checklist

FES Field Execution Schedule

FMP Facility Modification Package

FWS Field Work Supervisor

HEPA High Efficiency Particulate Air

HGET Hanford General Employee Training

HP Haul Path

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 vi

HMS Hanford Meteorological Station

HPT Health Physics Technician

HSESP Hanford Site Electrical Safety Program

HSETSP Hanford Site Excavating, Trenching, and Shoring Procedure

HSFPP Hanford Site Fall Protection Program

HVAC Heating, Ventilation, and Air Conditioning

I&C Instrumentation and Control

ISO Isolation

JHA Job Hazard Analysis

M&TE Measuring and Test Equipment

MCSC Management of Cesium and Strontium Capsules

MSA Mission Support Alliance

NAC NAC International

NDE Nondestructive Examination

NEC National Electrical Code

NESC® National Electrical Safety Code®

NIST National Institute of Standards and Technology

NRC U.S. Nuclear Regulatory Commission

NRTL Nationally Recognized Testing Laboratory

NTP Notice to Proceed

NWS-PDT National Weather Service-Pendleton, Oregon

O&M Operations and Maintenance

OJE On-the-Job Evaluation

OSHA Occupational Safety and Health Administration

PAAA Price-Anderson Amendment Act

PCOS Process Crane Operator Station

POC Point of Contact

PTS Project Technical Services

QAP Quality Assurance Program

QA/QC Quality Assurance/Quality Control

RC Reinforced Concrete

RCI Request for Clarification or Information

RCT Radiological Control Technician

RSA Recovery Shield Assembly

® The National Electrical Safety Code and NESC are registered trademarks of the Institute of Electrical and Electronics Engineers, Piscataway, New Jersey.

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 vii

RTD Resistance Temperature Detector

RTA Recovery Transfer Assembly

RWP Radiological Work Permit

SDS Safety Data Sheet

SIA Shield Indexer Assembly

SOV Schedule of Value

SOW Statement of Work

SPCC Spill Prevention Control and Countermeasures

SR Safety Representative

SSC Structure, System, and Component

TSC Transportable Storage Canister

UEA Upender Assembly

UCS Universal Capsule Sleeve

UL Underwriters Laboratories

WBS Work Breakdown Structure

WCN Work Change Notice

WDOT Washington State Department of Transportation

WESF Waste Encapsulation and Storage Facility

WP Work Package

WPAT WESF Pre-Operational Acceptance Testing

WRCSOF Work Release for Construction/Services Organization Form

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 01010-1

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 INTRODUCTION/BACKGROUND

1.1.1 As a Prime Contractor to the U.S. Department of Energy (DOE), the CH2M HILL

Plateau Remediation Company (CHPRC) (hereinafter call the Buyer) is responsible for

environmental cleanup of the Central Plateau of the DOE Hanford Site. The Buyer’s

scope of work includes environmental remediation, management of radioactive wastes,

management of spent nuclear fuel, and disposition of nuclear materials and nonreactor

nuclear facilities.

1.1.2 The Management of Cesium and Strontium Capsules (MCSC) project, also referred to as

the W-135 Project, is a key project related to the management of radioactive wastes on

the Central Plateau. The W-135 Project will procure/construct/install the structures,

systems, and components (SSCs) needed to move 1,936 radioactive cesium and

strontium capsules from underwater storage in “pool cells” at the Waste Encapsulation

and Storage Facility (WESF) to long-term, dry cask storage at a new Capsule Storage

Area (CSA).

1.1.3 The W-135 Project has multiple subprojects. This construction Statement of Work

(SOW) is for the WESF Modifications and Cask Storage System (CSS) Equipment

Installation subprojects. The overall objective of the Work, organized into two tasks, is to

complete necessary structural and utility-related modifications to WESF and to install

and turn over the CSS Buyer-furnished equipment (BFE) needed to load capsules to dry

cask storage.

1.2 DESCRIPTION OF WORK – GENERAL

1.2.1 The Work is at the WESF Hazard Category 2 nuclear facility in the 200 East Area of the

Hanford Site. WESF is located approximately 26 road miles north of Richland,

Washington.

1.2.2 The overall objective of the Work is to modify WESF and to install CSS BFE to enable

transfer of capsules from their current storage location in WESF pool cells to long-term

dry cask storage at the CSA.

1.2.3 The Work includes two separate but related scopes of work: Task 1 (WESF

Modifications) and Task 2 (CSS Equipment Installation). Tasks 1 and 2 have different

DOE funding sources and shall be managed separately regarding pricing, work

authorization, submittals, progress measurement, invoicing, and payments. This

SOW also includes Contract Option A (Contractor Support for WESF Pre-Operational

Acceptance Testing [WPAT]).

1.2.4 The following sections summarize the scope of Task 1, Task 2, and Option A.

1.2.4.1 Task 1: WESF Modifications. Task 1 scope includes WESF modifications required to support

installation of CSS BFE (under Task 2), as well as other facility modifications not directly

related to CSS BFE that are required to support future MCSC operations. The modifications

include civil/structural; mechanical; electrical; piping; heating, ventilation, and air conditioning


(HVAC); and instrumentation and control (I&C) work both inside and outside of WESF. The

scope also includes construction acceptance testing (CAT).

1.2.4.2 Task 2: CSS Equipment Installation. Task 2 scope includes installation of approximately 55

items of CSS BFE at various locations within WESF. Specific installation requirements vary

by item of equipment but, in general, the scope includes receipt, temporary storage pending

installation, rigging/lifting equipment into required locations, alignment, structural anchoring,

utility service connections, and CAT, as applicable.

1.2.4.3 Option A: Contractor Support for WPAT. Contractor to provide a crew to work under the

direction of the Buyer’s Test Director to support the WPAT. The WPAT includes functional

testing of the equipment and systems installed under Tasks 1 and 2.

1.2.5 WESF is a Category 2 Nuclear Facility responsible for storing a significant inventory of

radioactive material. All work performed by the Contractor, shall be performed in

strict compliance to the set of requirements approved by the DOE to ensure safe

facility operations.

1.2.6 The Work includes safety significant SSCs, which require enhanced quality

assurance/quality control (QA/QC) to ensure nuclear safety. Safety significant SSCs are

identified in the design documents as well as in reference document CHPRC-03831, W-

135 WESF Modifications Project Safety Equipment List, Rev. 3. Some of these are SSCs

that the Contractor is responsible to procure, fabricate, and install (or construct) under

Task 1, and some are CSS BFE items that the Contractor will be responsible to install

under Task 2.

1.2.7 The Buyer expects that the majority of the Task 1 work scope will be performed prior to

availability of CSS BFE. Upon availability of CSS BFE, Task 2 will commence and the

remaining Task 1 Work will proceed in parallel.

1.2.8 The Work will occur in two separate work-control areas: within the WESF boundary

(majority of the Work), and outside the WESF boundary (miscellaneous; e.g., lay-down

areas).

1.2.9 Radiological controls will be commensurate with the hazards anticipated for specific

work activities. The Buyer has undertaken work to decontaminate and otherwise reduce

radiological hazards in WESF for the anticipated Work under this Contract. However,

there remain some areas of known contamination and there is a potential, even in

expected “clean” areas, for intrusive activities to encounter contamination (e.g., during

excavation, demolition, and drilling for anchor bolts and coring for penetrations).

1.2.10 The majority of excavation, demolition and other wastes generated during the Work will

be disposed of at the Environmental Restoration Disposal Facility (ERDF).

1.3 DESCRIPTION OF WORK – SPECIFIC

The Contractor shall manage and perform the Work described in this SOW as separate tasks as

follows:

• Task 1: WESF Modifications (paragraph 1.3.1 of Section 01010)

• Task 2: CSS Equipment Installation (paragraph 1.3.2 of Section 01010)


• Option A: Contractor Support for WPAT (paragraph 1.3.3 of Section 01010).

The following paragraphs provide a summary description of the work in Tasks 1 and 2, and

Option A, organized primarily by discipline. For a spatial overview of the Work, refer to

reference document CHPRC-04315, WESF Modifications and Equipment Installation Plan.

Refer to the design documents listed in paragraph 1.4 of Section 01010 for a complete

description of the Work.

1.3.1 Task 1 – WESF Modifications

1.3.1.1 Task 1 Civil/Structural Scope

The following paragraphs summarize the primary elements of Task 1 civil/structural work.

Refer to design documents for complete information.

• Truck Port Cover Blocks. Remove the existing set of two reinforced concrete (RC) cover

blocks currently staged in the Canyon from WESF for disposal at ERDF. The larger block

(requires size reduction) has approximate dimensions of 13 x 7 x 2.5 ft and a weight of

30,900 lb, which exceeds the rated load capacity of the Canyon crane. The smaller block

has approximate dimensions 13 x 2.5 x 2.5 ft. The weight of the smaller block is unknown

but less than the Canyon crane capacity. (See drawing H-2-66425 for actual dimensions.)

The dimensions and weight of the large block prevent it from being moved through the

cover block opening into the Truck Port; the Contractor shall size-reduce it in place as

required to allow removal. Means and methods shall protect WESF SSCs and comply with

applicable environmental, radiological controls, waste management, health & safety, and

other requirements of the Contract. No other work shall be permitted in the Truck Port

while cover block pieces are being removed overhead and through the hatch.

• G Cell Cover Blocks. As specified in the design documents, fabricate four new safety

significant, interlocking RC cover blocks for the nominal 17 x 9 x 2.5 ft floor opening

between the Canyon and G Cell. The design documents include special requirements to

ensure the cover blocks meet their safety significant radiation shielding function and

provide necessary strength and durability. After Buyer acceptance, deliver new G Cell

cover blocks to WESF and stage in the Canyon. Remove existing G Cell cover blocks.

Modify opening as specified and install new cover blocks. Existing cover blocks shall be

removed intact from WESF and moved to an outdoor storage yard at WESF for interim

storage. The Contractor shall provide access for the Buyer to perform radiological surveys

of the removed cover blocks and shall prepare the cover blocks for interim storage as

directed by the Buyer (e.g., paint and wrap in tarp). Upon direction by the Buyer, load the

packages onto a flatbed trailer provided by ERDF. See paragraph 1.4.4, Sequence of Work,

regarding sequencing of removing the old cover blocks and installing the new cover blocks.

Once the new cover blocks are installed they are not anticipated to be removed, therefore

sequence of work must be followed. Additionally provide rigging hardware for the cover

blocks as shown on 30059-106. Other rigging hardware is shown in this drawing; however,

the Contractor shall only provide the rigging for G Cell cover blocks.G Cell Shielding

Tanks. The G-7 Tank is an existing shielded cylindrical cask in G Cell that provides a

temporary storage capability for a limited number of capsules. The size of the G-7 Tank

(approximately 32 in diameter and 42 in tall) will interfere with installation of CSS BFE

and the tank must therefore be replaced. Fabricate new safety significant G-7A Tank for G

Cell. Remove existing G-7 Tank from G Cell and replace with the new G7-A Tank. For


planning purposes, the Contractor shall assume the existing tank cannot be removed until

the new tank is available for installation. Transport removed G-7 Tank to outdoor storage

yard at WESF for interim storage pending permanent disposal. Upon direction by Buyer,

the Contractor shall prepare the G Cell Shielding Tank for final disposal in accordance with

requirements provided by the Buyer. Contractor will then load the waste package onto a

flatbed trailer provided by ERDF.

• Truck Port Area Demolition. Perform demolition work as specified to prepare for new

construction. Demolition activities include but are not limited to the following:

- Interior and exterior WESF building surfaces: Perform selective demolition to establish

clearances for installation of new rollup door and for future cask handling operations.

Includes removal of the RC loading dock ramp inside the Truck Port.

- Exterior Truck Port apron area:

o Contractor will prepare the existing Isolation (ISO) Tank staged outside of

the Truck Port for shipment and install a grout port in accordance with Buyer

requirements. Contractor will then load the package onto a flatbed trailer

provided by ERDF.

o Contractor will demolish existing concrete pads and asphalt surfacing,

including an asphalt area with fixed contamination that is covered by steel

plates, and Building 282BA - Water Pump House North and associated

abandoned fuel tank. Demolition requires removal of all mechanical and

electrical equipment and subsequent demolition of the structure while

protecting the wellhead. Buyer will decommission the well following

building demolition.

• Truck Port Floor Slab. Modify safety significant Truck Port RC slab to support increased

loads associated with future cask-handling operations. Saw-cut to isolate slab from adjacent

walls. Roughen surface and install rebar dowels on grid as specified. Install rebar mat over

existing slab and place concrete to thicken floor slab by 10 in. The modified Truck Port

Floor Slab shall be structurally contiguous with the new Transfer Station pad and shall be

finished as specified to support air pallet operations.

• Truck Port Rollup Door. Remove existing rollup door and associated structural members

and hardware. Remove/relocate electrical, mechanical and civil items on exterior face of

the Truck Port opening as specified to provide clear space for installation of new door.

Procure and install new insulated, weather tight rollup door as specified. See paragraph

1.4.4, Sequence of Work, regarding sequencing of demolition versus new construction in

this area and related requirement to maintain a ventilation barrier between the Truck Port

air space and the outdoor atmosphere throughout the Work.

• Truck Port Painting. Clean and paint interior of Truck Port (ceiling, walls, and floors)

following completion of demolition and other intrusive activities such as slab upgrade, new

penetrations, anchor bolt installation, and HVAC duct modification.

• Transfer Station Pad. Prepare foundation area and construct new RC Transfer Station pad,

including providing buried utility protection approximately 32 x 60 ft. The Transfer Station


Pad shall be structurally contiguous with the Truck Port Floor Slab and shall be finished as

specified to support air pallet operations.

• Haul Path (HP) Access Ramp. Prepare subgrade as specified, including providing buried

utility protection, grading, and compaction. Construct new asphalt HP access ramp

connecting Transfer Station pad to Atlanta Avenue.

• Gas Bottle Enclosure (Exterior). Construct RC pad for gas bottle enclosure and HVAC

condensate collection totes. Fabricate steel-framed gas bottle enclosure per design

documents and install on foundation pad. Construct sidewalk from Transfer Station pad to

Gas Bottle Enclosure pad.

• HVAC Pad and Electrical Racks (Exterior). Construct RC pad for new HVAC system

outdoor units. Construct adjacent electrical racks for electrical equipment related to HVAC

system.

• Coring (General). Perform coring through WESF safety significant structure interior and

exterior RC walls and floor/ceiling RC slabs as specified to establish penetrations for

WESF Modifications utilities. No rebar cutting is allowed, contact Buyer when rebar is

encountered.

• Miscellaneous Structural Fabrication and Anchorages (no rebar cutting is allowed, contact

Buyer when rebar is encountered.)

- Miscellaneous Racks (General). Procure/fabricate racks for mounting mechanical and

electrical panels, pipe supports, and other components as specified in the design

documents.

- Structural Anchors/Restraints for CSS BFE (General). Under Task 1, Contractor will

supply all materials needed to structurally anchor/restrain CSS BFE (e.g., post-installed

anchors and other related hardware).

Note: Actual installation of anchorages for CSS BFE is Task 2 scope.

- Structural Anchors/Restraints for “non-CSS BFE” Equipment (General). Supply and

install anchorages/restraints for items of equipment supplied by Contractor or supplied

by the Buyer as non-CSS BFE for installation under Task 1.

1.3.1.2 Task 1 Mechanical Scope (Excludes HVAC)

The following paragraphs summarize the primary items of Task 1 mechanical work. Refer to

the design documents for complete information. HVAC scope is summarized separately in

paragraph 1.3.1.3.

• Relocation/Demolition of Existing Mechanical (General). Relocate/demolish mechanical

systems and components throughout the facility as specified to provide space for

installation of new systems and equipment and to provide clearance for future cask-

handling operations.

• Shield Plugs (G Cell). As specified in the design documents, fabricate four new safety

significant “shield plugs” to route mechanical utilities and HVAC hydronic lines into

G Cell, using welded tubing port connectors where specified. The design documents


include special requirements to ensure the shield plugs meet their safety significant

radiation shielding function. Remove existing shield plugs only when the new ones are

staged and readily available for installation. Only then install new plugs as specified.

Remove existing shield plugs and store in an appropriate location until the facility has

determined they can be excessed. Once ready to be excessed prepare for disposal at ERDF.

Cable/Hose Reel Assemblies (Canyon). Procure/fabricate/install four new cable/hose reel

assemblies for the Canyon. One assembly includes three reels and the remaining assemblies

include one reel each.

• Compressed Air Service (General). Modify facility compressed air supply system to

provide new compressed air lines and receiver tank to supply planned CSS BFE

Pneumatics Panel. Provide new compressed air lines from CSS BFE Pneumatics Panel to

planned CSS BFE locations throughout the facility as specified.

• Helium and Argon Gas Service (Truck Port/Canyon). Procure and install specified bottle

stands/process racks and associated regulators and manifolds in the outdoor Gas Bottle

Enclosure. Install helium and argon gas supply tubing from the respective process racks,

through the Truck Port (requires new wall penetrations) and up into the Canyon (existing

penetrations, which will require grouting) to planned locations of CSS BFE (helium to

planned Evacuation and Helium Backfill System (EHBS) location and argon to planned

argon supply location).

• Helium and Nitrogen Gas Service (Operating Gallery to G Cell). Procure and install

specified bottle stands/process racks and associated regulators and manifolds in the

Operating Gallery. Install helium and nitrogen supply tubing, using welded tubing port

connectors where specified, from the respective process racks to the CSS BFE “UCS

EHBS” (also in Operating Gallery). From the Universal Capsule Sleeve (UCS) EHBS

(which will include a vacuum pump), install helium, nitrogen and vacuum tubing to new

G Cell Shield Plugs to planned locations of CSS BFE requiring compressed air, helium,

nitrogen, and/or vacuum services.

• UCS Storage Rack and UCS Plug Storage Rack (Service Gallery). Fabricate and install

specified stainless steel UCS Storage Rack and UCS Lid Rack. Procure specified ancillary

tools/equipment (e.g., hand cart) to facilitate handling of UCSs.

1.3.1.3 Task 1 HVAC Scope

The Work includes procurement, installation, and testing of two independent HVAC systems.

One system services the Truck Port and the Canyon (separate thermostat controls). The other

system services G Cell. The following bullets provide additional detail.

• HVAC (Truck Port and Canyon). Procure, install, and test new variable refrigerant flow

heating and cooling system for the Truck Port and Canyon as specified in the design

documents. The system includes a combination of commercially available indoor and

outdoor units as summarized below:

- Three variable-capacity, 10-ton, outdoor units to be located on the new RC foundation

pad.

- Six indoor coil/fan units to be wall-mounted in the Truck Port and four units to be

wall-mounted in the Canyon.


- Related work includes supporting civil/structural (foundation pad), mechanical piping

(requires wall and floor penetrations), condensate drain/collection system, electrical,

and I&C (including installation of a remote thermostat on the Ambient Temperature

Monitoring System [ATMS] panel in Operating Gallery).

• HVAC (G Cell). Procure, install, and test new split cooling system for G Cell as specified

in the design documents. The system includes the following elements:

- Chiller condenser to be located on the new HVAC RC foundation pad (same pad as the

outdoor units for Truck Port and Canyon HVAC system).

- Water chiller located in WESF Service Gallery.

- Wall-mounted coil/fan room cooler with rad-hardened motor mounted within G Cell.

- Related work includes mechanical piping (requires wall and floor penetrations), new

G Cell HVAC service shield plug, condensate drain/collection system, electrical, and

I&C (including thermostat integration into ATMS panel in Operating Gallery).

1.3.1.4 Task 1 Fire Protection Scope

The Fire Protection scope has two phases: Sprinkler System Evaluation and Sprinkler System

Modifications Implementation.

• Sprinkler System Evaluation. The Contractor shall evaluate the existing WESF fire

protection sprinkler system for compliance against the requirements cited in

CHPRC-03758, WESF Modifications Construction Specification, Section 21 13 13, Wet

Pipe Fire Protection System. Contractor will submit a system evaluation report to Buyer for

review and approval. Note that Buyer has completed a preliminary evaluation of the system

and documented deficiencies and proposed remedies in CHPRC-03713, Waste

Encapsulation and Storage Facility Fire Sprinkler Deficiency Evaluation. The Buyer

requires the Contractor, based on its own review, to either confirm the results of CHPRC-

03713 or to recommend additional or different measures required to achieve compliance.

• Sprinkler System Modifications Implementation. Buyer will review and approve

Contractor’s system evaluation report. Additional Work (beyond that identified in CHPRC-

03713) identified by the Contractor and agreed to by the Buyer may be reconciled as a

Change under the Contract. Sprinkler system modifications implementation will include

detailed design, construction and testing in accordance with CHPRC-03758.

• The following information provides overview information only; refer to CHPRC-03758

Section 21 13 13 for a full list of requirements.

- The Contractor performing WESF fire protection system modifications shall meet the

contractor qualification requirements listed in CHPRC-03758, Section 21 13 13. These

qualifications include but are not limited to: Contractor shall be licensed by the State of

Washington as a Level 3 Fire Protection Sprinkler System Contractor, designer shall be

NICET Level III Technician in the Water-Based Fire Protection Systems Layout

program, designer shall be a registered fire protection engineer within the State of

Washington, designer shall be a holder of a Level 3 Certificate of Competency issued


by the State of Washington, and the subcontractor shall meet the experience

requirements listed in CHPRC-03758.

• The following is summary information only from CHPRC-03713 regarding deficiencies

and recommended modifications:

- Revise sprinklers and associated piping in the Truck Port to meet the design

requirements for an ordinary hazard pipe schedule system, and to meet clearances as

shown in the design documents in order to support future CSS handling operations.

- Revise sprinklers and associated piping in the second floor Manipulator Repair Shop to

meet the design requirements for an ordinary hazard pipe schedule system.

- In Room 113 HVAC Room, there are two instances where ducting is obstructing

sprinkler heads. Relocate the sprinkler heads or add additional sprinkler heads to

provide sprinkler protection under the ducting.

- In the 130 Corridor, the sprinkler heads are obstructed by a ventilation duct. Relocate

the sprinkler heads or add additional sprinkler heads to provide sprinkler protection

under the ducting.

- Two sprinkler heads in the Room 102 Airlock are located less than 1.8 m (6 ft) apart.

Install an NFPA 13, Fire Sprinkler Systems, compliant baffle between the two heads in

order to prevent cold soldering. An alternate method to correct the deficiency would be

to evaluate whether the removal of one of the sprinkler heads would result in NFPA 13

compliance.

- In the Room 100 Men’s Changing Room, a shower wall is an obstruction for a

sprinkler head. Add an additional sprinkler head or relocated the existing sprinkler head

to an unobstructed position.

- There are multiple instances in the Operations Gallery where light fixtures are an

obstruction to the sprinkler discharge spray pattern. Relocate heads to unobstructed

positions, or add additional sprinkler heads to cover the area.

- In the first floor Cold Manipulator Shop, two ceiling sprinklers have an obstructed

discharge pattern. One sprinkler obstruction is due to ducting and the other is due to a

structural beam.

1.3.1.5 Task 1 Electrical Scope

The following paragraphs summarize the primary items of Task 1 electrical work. Refer to the

design documents for complete information.

• Truck Port Electrical

- Rollup Door. Provide power and controls to new rollup door operator. Scope of work

includes rerouting existing outside electrical/instrumentation conduit to provide

adequate clearance for the new rollup door. Rerouting conduit will include pulling new

electrical wire and/or installing splice boxes.

- HVAC. Provide power and controls to new HVAC equipment installed to cool the

Truck Port. Provide conduit and control/communications wiring between HVAC


components. Each coil/fan unit has a built in temperature sensor. Install controller on

ATMS control panel rack in the Operating Gallery to provide the operator interface.

- Truck Port Camera System. Remove existing cameras and procure/install specified

replacement camera system to support safe operations of capsule loading activities.

Utilize existing camera conduit and install new as specified in the design documents.

- ATMS. Install temperature resistance temperature detectors (RTDs) as specified to

remotely record temperatures and alarm on high temperature. Alarm will be transmitted

to an annunciator in panel PNL-TP-1 (CSS BFE).

• Aqueous Makeup (AMU)

- Process Crane Operator Station (PCOS) - New camera system also includes a Camera

Control Workstation to be located at the Process Crane Operator Station (PCOS) in the

AMU.

• Canyon Electrical

- Electrical for CSS BFE. Provide power and I&C cabling as specified to planned

locations of CSS BFE to be installed under Task 2, including Automated Welding

System (AWS), Dry Transfer System (DTS), Shield Indexer Assembly (SIA), G Cell

Cover Block Gate, and the Transportable Storage Canister (TSC) EHBS. Cables

generally originate in the Operating Gallery, with a few originating from outside

electrical sources and passed through the Truck Port, and terminate at specified

locations in the Canyon. Electrical power for the AWS will be from outlets established

in the Canyon. Additional electrical power will be provided to the AWS gantry system

via a separate circuit.

- HVAC – Canyon. Provide power and controls to HVAC equipment installed to cool the

Canyon. Provide conduit and control/communications wiring between HVAC

components. Each coil/fan unit has a built in temperature sensor. Install controller on

ATMS control panel rack in the Operating Gallery to provide the operator interface.

- Canyon Camera System. Remove existing cameras on the Canyon walls and the

Canyon crane bridge and trolley. Procure and install specified replacement camera

system to support safe operations including precise movement of crane loads. Utilize

existing camera conduit and install new as specified in the design documents.

- Canyon Ambient Temperature Monitoring System (ATMS). Install RTDs as specified

to remotely record temperatures and to alarm on high temperature. Alarm will be

transmitted to an annunciator in panel PNL-TP-1 (CSS BFE).

• G Cell Electrical

- Electrical for CSS BFE. Provide power and I&C cabling as specified to planned

locations of CSS BFE to be installed under Task 2, including Upender Assembly

(UEA), Test Cover Assembly, Recovery Transfer Assembly (RTA), and Recovery

Shield Assembly (RSA). Cables generally originate in the Operating Gallery and are

routed through existing electrical penetrations into G Cell. Connections inside G Cell

will be through shielded terminal boxes mounted on penetration nozzles, then “plug


and cord” connected from the terminal boxes to specific equipment locations. G Cell

shielded boxes, connectors, and cables will be where specified by CSS/NAC

International (NAC) and installed by the WESF Modifications construction Contractor.

- G Cell HVAC. Provide power and controls for new HVAC system installed to cool

G Cell. Provide conduit and control/communications wiring between HVAC

components.

- G Cell Camera Systems. Procure and install cameras as specified in the design

documents to support safe operations of capsule loading activities. Utilize existing

camera conduit and install new cameras as specified in the design documents.

- G Cell ATMS. As specified in design documents install temperature RTDs in G Cell as

specified and route cabling to Contractor-provided ATMS Panel in the Operating

Gallery. Route alarm signals from the ATMS Panel to PNL-G-4 (CSS BFE) and to

PNL-TP-1 (CSS BFE).

• Operating Gallery Electrical/Instrumentation

- Electrical/Instrumentation for CSS BFE. As specified in design documents, provide

power and I&C cabling as specified to planned locations of CSS BFE to be installed

under Task 2, including G Cell Control Panel (PNL-G-4), Truck Port Control Panel

(PNL-TP-1), Power Control Panel (PNL-G/TP-1), AWS Monitoring Panel

(PNL-AWS-1), Pneumatics Control Panel (PNL-G/TP-2), and the UCS EHBS.

Electrical power sources generally originate from within the Operating Gallery and

I&C cabling from the control panels will interface with other panels in the Operating

Gallery, as well as with equipment in G Cell, the Canyon, and the Truck Port.

- Operating Gallery ATMS. Fabricate and install the Ambient Temperature Monitoring

System Control Panel to interface with the RTDs located in G Cell, the Canyon, and

the Truck Port.

- Operating Gallery Camera System. Procure and install camera system monitors,

computers, and control hardware as specified in design documents to support safe

operations of capsule loading activities. Camera control hardware will be mounted to

CSS BFE panel PNL-G-4 and PNL-TP-1. These control stations will be auxiliary

stations to the main control station at the PCOS.

1.3.1.6 Construction Acceptance Testing (Task 1)

• In accordance with approved work packages, perform specified CAT. See Section 01670,

Construction Acceptance Testing.

1.3.1.7 Operations and Maintenance (O&M) of SSCs Installed under Task 1

• Contractor shall perform required O&M activities for Task 1 SSCs for the period between

completion of the corresponding CAT and turnover of the SSCs to Buyer following

completion of the Work (both Task 1 and Task 2). O&M requirements in the work package

will be based on information provided by the Contractor’s equipment vendor or as


otherwise established by the Contractor and Buyer and documented in the relevant work

package.

1.3.2 Task 2 – CSS Equipment Installation

1.3.2.1 Overview (Task 2)

• Task 2 scope includes installation of approximately 55 items of CSS BFE at various

locations within WESF. The BFE ranges from hand tools and lifting bails, to complex,

remotely operated systems with compressed air, gas, vacuum, electrical power, and I&C

interfaces. Weights range from less than 50 lb to approximately 20,000 lb. Specific

requirements vary by item of equipment but, in general, the scope includes receipt,

temporary storage pending installation, rigging/lifting equipment into required locations,

alignment, structural anchoring/seismic restraint, utility service connections, and CAT as

applicable.

1.3.2.2 Installation of CSS BFE (Task 2)

• Installation of CSS BFE shall be performed in accordance with the design documents,

including CHPRC-03758, W-135 WESF Modifications Construction Specification.

• Section 01019, “Items Furnished for Construction,” lists CSS BFE to be installed by the

Contractor. The drawings show each item of CSS BFE in its final installed location and

configuration (e.g., orientation, anchorage, utility connections).

• CHPRC-04315, WESF Modifications and Equipment Installation Plan (Project W-135)

provides additional information related to each item of BFE (e.g., location, drawing

number, approximate dimensions and weights, and requirements for utility connections).

• CHPRC-04315 also includes color-coded sketches based on the design drawings to clarify

interfaces. WESF Modifications scope, CSS BFE, and existing WESF SSCs are presented

in different colors. These sketches are for Contractor information only and are not design

documents.

• As specified in Section 01040, “Coordination,” the Work shall be performed in accordance

with PRC-PRO-WKM-12115, Work Management. The Contractor and its subcontractors

shall support development of the required work packages through active participation in the

Enhanced Work Planning (EWP) process.

• Buyer will prepare Installation Engineering Packages prior to starting EWP meetings, and

these packages will be reviewed and revised (if necessary) during the EWP process for

inclusion in the Work Packages. The Contractor and its subcontractors shall provide

constructor input (e.g., preferred means and methods) to the Buyer to support preparation

of the packages. The Installation Engineering Packages will include the following

information:

- Final vendor data on equipment characteristics (e.g., dimensions, weights)

- Drawings and specifications; reference drawings and specifications

- Equipment vendor’s O&M Manual (for reference only when available)


- Special instructions for handling and installation

- Proposed means and methods

- Supporting equipment and materials

- CAT requirements (by reference)

- O&M requirements for period following CAT until turnover

• Critical Lift Plans. The Contractor shall prepare constructor input (such as rigging

equipment to be used) to Critical Lift Plans and submit to Buyer. Buyer will administer the

process to review, approve, and issue finalized Critical Lift Plans.

1.3.2.3 CAT (Task 2)

• In accordance with approved work packages, perform specified CAT. See Section 01670,

“Construction Acceptance Testing.”

1.3.2.4 O&M of Installed SSCs (Task 2)

• Task 2 scope of work does not include O&M activities for installed CSS BFE.

1.3.3 Contract Option A – Contractor Support for WPAT

• WPAT includes functional acceptance testing of the equipment and systems installed under

the SOW (both Tasks 1 and 2). The WPAT will be performed under the direction of the

Buyer’s Test Director. Contractor will provide a crew to support the WPAT, to work under

the direction of the Buyer’s Test Director. The makeup of the crew may vary as the work

progresses, but for the purposes of proposing on this SOW Option, the Contractor shall

assume the crew includes the following resources full time for a duration of 16 weeks:

- Two electricians (combination of or both capable of both instrumentation and power

wiring expertise)

- Two pipe fitters

- Two laborers

- Two riggers (may be other craft with Hanford rigging training)

- Contractor supervision

1.3.4 Excluded Work: The following are not part of this SOW.

1.3.4.1 Items that are specified in the design documents as being performed by others.

1.3.4.2 Transportation of wastes from designated Container Transfer Area (CTA) to ERDF for

disposal (refer to Section 01130, “Environmental, Radiological, and Nuclear Safety”). For such

wastes, Buyer will deliver roll-on/roll-off ERDF waste containers to the designated CTA. The

Contractor shall move empty containers to the work area, load the containers, and using trucks

designated for this purpose, return the loaded containers to the CTA queue for pickup and

disposal by the Buyer.


1.3.4.3 Decommissioning of the groundwater well located within Building 282BA. This work will be

performed by the Buyer following demolition of 282BA by Contractor.

1.3.4.4 Electrical utility modifications in the WESF Truck Port apron area to remove overhead power

line hazards. This work is intended to be performed by others under the W-135 CSA

subproject, prior to start of WESF Modifications construction in the Truck Port area.

1.3.4.5 Supply of trailers and toilet facility for Contractor’s construction staff (see Section 01019,

“Items Furnished for Construction”).

1.3.4.6 The WESF Canyon Crane will be operated by Hanford Process Crane Operators.

1.3.4.7 Related to Option A (Contractor Support for WPAT) WPAT test procedure and test

report development, and WPAT test direction will be provided by the Buyer.

1.4 DRAWINGS, SPECIFICATIONS, AND EXHIBITS

1.4.1 Drawings

1.4.1.1 WESF Modifications design drawings are listed in SOW Appendix A, Table A-1.

1.4.1.2 WESF Modifications Facility Modification Packages (FMPs) are listed in SOW Appendix A,

Table A-2. FMPs support engineering configuration management for the WESF facility and are

released via Engineering Change Requests (ECRs).

1.4.1.3 Capsule Storage System (CSS) drawings relevant to this scope of work are listed in SOW

Appendix A, Table A-3.

1.4.1.4 In general, the WESF Modifications drawings (Table A-3) show the Work to be performed by

the Contractor under Task 1, and the CSS drawings (Table A-3) show the equipment that will

be fabricated by others and provided to the Contractor as CSS BFE for installation under

Task 2. Due to the numerous interfaces between the WESF Modifications scope and CSS

equipment, the Contractor will be required to refer to both sets of drawings during execution of

Tasks 1 and 2.

1.4.2 Specifications and Work Processes

1.4.2.1 The specifications applicable to this Work are shown below:

WESF Modifications Specifications

Specification No. Rev. Title

CHPRC-03758 1 W-135 WESF Modifications Construction Specification

30059-S-06 1 Fabrication/Construction Specification, G-Cell Concrete Cover Blocks

for Hanford MCSC Project

1.4.2.2 Major Buyer work processes applicable to this Work are shown below. Refer to the Contract

Document, Part IV, General Provisions, Section 2.0, “Order of Precedence.”

Document No. Title

PRC-PRO-SH-40078,

Appendix F

Contractor Safety Processes, Appendix F, Safety Program Specification

for Contractors


Document No. Title

PRC-PRO-QA-268 Control of Purchased/Acquired Items and Services

PRC-PRO-QA-259 Graded Approach

PRC-STD-EN-40281 Engineering Test Documentation

PRC-PRO-WKM-079 Job Hazard Analysis

PRC-PRO-WKM-12115 Work Management

PRC-PRO-SH-40410 Hazard Communication Program

PRC-PRO-SH-40516 Chemical Management Program

PRC-PRO-EN-2001 Facility Modification Package Process

PRC-PRO-SH-40078 Contractor Safety Processes

CHPRC-00073 CHPRC Radiological Control Manual, and this Section.

1.4.3 Exhibits

The exhibits applicable to the Work are included below:

Exhibit No. Rev. Title

Forms

A. Form A-6004-822 4 CHPRC Daily Field Report (DFR)

B. Form A-6004-757 4 CHPRC Contractor Document Submittal

C. Form A-6004-833 4 CHPRC Request for Clarification/Information

D. Form A-6004-967 2 CHPRC Work Release for Construction Services

E. Form A-6004-750 2 CHPRC Chemical Inventory Worksheet

F. N/A P6 Schedule Example

G. Form A-6004-820 2 CHPRC Contract Change Form

H. N/A Subcontractor New Hire Scheduling Process

I. N/A Subcontractor New Hire Scheduling Form

J. Form A-6005-436 1 Generator Initial Start-Up Checklist

K. Form A-6005-437 4 Hanford Generator Re-Start-Up Checklist

M. Form A-6004-929 3 CHPRC Construction Completion Document

N. Form A-6004-590 15 Waste Planning Checklist

O. Form A-6004-929 3 CHPRC Construction Completion Document

P. Form A-6004-952 18 CHPRC Formal Pre-Job Briefing Checklist

Q. Form A-6006-539 1 Construction Lost Time/Work Delay Notification

R. Form A-6004-286 7 Fall Protection Work Permit

S. Form A-6006-914 0 CHPRC Mobile Equipment Daily Pre-Use Inspection Checklist

T. Form A-6007-198 2 Container Transfer Area Site Evaluation

Other Exhibits

CHPRC-03760 0 WESF Modifications Final Design Report (Project W-135)

CHPRC-03713 0 Waste Encapsulation and Storage Facility Fire Sprinkler Deficiency

Evaluation


Exhibit No. Rev. Title

CHPRC-03761 1 W-135 WESF Modifications Construction Test Plan

CHPRC-03808 4 WESF Modifications Code of Record (Project W-135)

CHPRC-03831 3 W-135 WESF Modifications Project Safety Equipment List

CHPRC-04010 1 Project W-135 Capsule Storage Area Site Characterization Reports

CHPRC-04082 1 Project W-135 WESF Mods Design/Construction Verification Plan

CHPRC-04234 1 WESF Modifications Master Equipment List (Project W-135)

CHPRC-04315 0 WESF Modifications & CSS Equipment Installation Plan

CHPRC-04375 0 WESF Modifications Final Design Optimization Report

1.4.4 Sequence of Work

1.4.4.1 General. The Contractor may sequence activities to optimize safe and efficient completion of

the Work. This includes sequencing of related Task 1 (WESF Modifications) and Task 2 (CSS

BFE Installation) activities. For example, the Contractor may choose to place an item of CSS

BFE into final position (Task 2) before installing final runs of rigid piping/conduit to that

location (Task 1). For G Cell in particular, such sequencing may create fewer obstacles for

workers when landing and anchoring the equipment. In sequencing the work, the Contractor

shall take the constraints/factors listed in the following paragraphs into consideration.

1.4.4.2 Priority of WESF Safe Operations. The DOE’s overriding priority for WESF, a Category 2

nuclear facility, is safe and compliant operations. Therefore, WESF Operations will control all

Contractor work within the facility boundary. Facility operations requirements

(e.g., requirement to maintain ventilation barriers) and activities such as routines, maintenance,

and emergency drills will affect the Contractor’s proposed schedule and sequence of work. The

Contractor shall coordinate all work in advance with the facility through the Buyer’s

Construction Manager (CM).

1.4.4.3 Availability of the Buyer’s Operations support personnel. The Contractor will require support

from WESF Operations personnel to perform the work (e.g., related to work release,

lockout/tagout program, radiological controls, waste management, and crane operations

(Canyon and G Cell). The Contractor shall coordinate planned work well in advance with the

Buyer’s CM to allow identification and scheduling of required operations support resources to

support the Contractor’s schedule.

1.4.4.4 Sequencing of demolition versus new construction. The Contractor’s sequence of work shall

take into account that significant demolition and/or relocation of existing systems is required in

most work areas prior to new construction. For example, the work in the Truck Port and

Transfer Station area requires that general demolition, thickening of the existing interior floor

slab, construction of the contiguous new exterior Transfer Station pad, and demolition/

replacement of existing rollup door between the two, all be sequenced to support continued

safe facility operations and construction efficiency. Facility operations requires that a

ventilation barrier between the Truck Port and outdoors be maintained throughout the Work;

therefore, solutions such as a temporary ventilation barrier or mounting of the new rollup door

on the exterior face of the Truck Port before removal of existing rollup door on the interior face

of the entrance may be required.

1.4.4.5 Sequencing of work inside G Cell. To preclude removal of the new cover blocks once installed,

the following sequence of work must commence. Contractor shall receive and stage new cover


blocks, G Cell cover block gate assembly, TK-G-7A, Upender, RTA and RSA. Once staged in

the canyon, remove old cover blocks, modify opening, remove TK-G-7, install Upender, RSA

and RTA, then install TK-G-7A, then install new cover blocks and lastly install G Cell cover

block gate. Any deviation shall be discussed with Buyer.

1.4.4.6 Access routes for equipment and materials to WESF work areas. The Contractor’s sequence of

work shall take into account the major construction activities within and immediately outside

the Truck Port that will render that normally preferred access route unavailable for a certain

period.

1.4.4.7 Radiological control considerations. The Contractor’s sequence of work shall take into account

the specific radiological controls for different types of work (e.g., intrusive vs. nonintrusive).

The Buyer expects that a sustained campaign of work with similar controls (and requiring

similar facility support resources) will be more efficient than alternating frequently between

work packages requiring different controls and support resources.

1.4.4.8 Sequencing of outdoor work for weather considerations. The Contractor’s sequence of work

shall take into account that there are significant outdoor civil/structural works requiring

excavation and fill, reinforced concrete construction, and asphalting.

1.4.4.9 Turnover of CSS BFE to Contractor. The Buyer has contracted separately with NAC for

design, fabrication, and offsite testing of CSS equipment. NAC will initially deliver a set of

“test articles” to the Buyer for integrated testing at the Maintenance and Storage Facility,

followed by a set of “production articles” for the Buyer to turnover to the Contractor for

installation in WESF.

PART 2 – PRODUCTS

Not used.

PART 3 – EXECUTION

Not used.

END OF SECTION


SECTION 01019 – ITEMS FURNISHED FOR CONSTRUCTION

PART 1 – GENERAL

1.1 REFERENCES

Not used.

1.2 ITEMS FURNISHED FOR CONSTRUCTION

1.2.1 BFE for Task 2, CSS Equipment Installation, is listed in the following Tables.

• Table 1 is a listing of BFE gas bottles only.

• Table 2 is a listing of CSS BFE equipment items. (For details see Appendix A.)

• Table 3 is a listing of CSS BFE wires and cables. (For details see Appendix A.)

• For a more detailed summary of CSS BFE (e.g., dimensions, weights, connection

information), refer to CHPRC-04315, WESF Modifications & CSS Equipment Installation

Plan (Project W-135). Refer also to CSS design drawings listed in Appendix A.

Table 1. Gas Bottles Buyer-Furnished Equipment for Task 2

Quantity Item

Specification Section or

Drawing Number Location

6 Gas bottles - Helium H-2-837750 Sht. 1-3 Bottle Enclosure (Outdoor)

6 Gas bottles - Argon H-2-837750 Sht. 1-3 Bottle Enclosure (Outdoor)

2 Gas bottles - Helium H-2-837746 Sht. 1&3 Operating Gallery

2 Gas bottles - Nitrogen H-2-837746 Sht. 1&3 Operating Gallery


Table 2. CSS Buyer-Furnished Equipment for Task 2

Equipment Item Name

Air Pallet Transporter Hose Reel

Alignment Ring (TSC-ALGN-001)

Alignment Ring & Annular Weld Shield Lift Bale (TSC-ALGN-LB)

Automated Welding System (AWS-1)

Inner Annular Weld Shield (TSC-RSE-IN)

Outer Annular Weld Shield (TSC-RSE-OUT)

Dry Transfer System (DTS-001) + DTS Lift Bail (DTS-LB-1)

G Cell Cover Block Gate Assembly (RSE-G001)

Indexer Lift Bale (SIA-LB-1)

Shield Indexer Assembly (SIA-001)

Shielded Work Platform Center Stage Assembly (ME-TP-2)

Transportable Storage Canister Lid Lift Bale (TSC-LID-LB)

Vertical Concrete Cask Lid Lift Bale (VCC-LID-LB)

Work Platform (ME-TP-1)

Backfill Connector Tool (EHBS-TL-1)

Long Reach Tool - (VCC-LIDTL1)

Long Reach Tool - VCC Lid Lift Bolt Hole Plug Tool (VCC-LID-TL2)

Long Reach Tool - VCC Lid Lift Bail Cone Bolt Tool (VCC-LID-LB-TL1)

Long Reach Tool - TSC Shield Plug Tool (TSC-PORT-TL1)

Long Reach Tool - Alignment Ring Weldment Clamp Bolt Tool (TSC-ALGN-TL1)

Long Reach Tool - Alignment Ring & Annular Weld Shield Lift Bail Cone Bolt Tool

(TSC-ALGN-LB-TL1)

Long Reach Tool - SIA Lift Bail Engagement Pin Driver Tool (SIA-LB-TL1)

Long Reach Tool - SIA Turnable Locking Bolt Tool (SIA-TBLE-TL1)

Long Reach Tool - SIA Manual Gate Drive Tool (SIA-MAN-TL1)

Long Reach Tool - VCC Shield Positioning Tool (VCC-RSE-TL1)

Long Reach Tool - Pole Assembly

Long Reach Tool - VCC Shield Assembly Pin Tool (VCC-RSE-TL2)

Canyon Evacuation and Helium Backfill System (EHBS-2)

G Cell Cover Block Gate Motor Receptacle (RCPT-RSE-1-16)

Indexer I&C Terminal Box (TBX-TP-1)

G Cell Cover Block Gate I&C Terminal Box (TBX-TP-2)

Indexer Gate Motor Receptacle (RCPT-SIA-1A-18)


Table 2. CSS Buyer-Furnished Equipment for Task 2

Equipment Item Name

Indexer Gate Motor Receptacle (RCPT-SIA-1A-18)

DTS Load Cell Indicator Panel (WI-DTS-2)

AWS Portable Power Supply (AWS-PS-1)

Operating Gallery Evacuation and Helium Backfill System (EHBS-1)

Operating Gallery Mass Spectrometer Leak Detector (MSLD-1)

TCA Seal Vacuum Pump (P-VAC-TCA-1)

Power Control Panel (PNL-G/TP-1)

G Cell Control Panel (PNL-G-4)

Canyon/Truckport Control Panel (PNL-TP-1)

Pneumatics Control Panel (PNL-G/TP-2)

AWS Monitoring Panel (PNL-AWS-1)

Recovery Shield Assembly (RSE-G002)

Recovery Transfer Assembly (RTA-G002)

Upender Assembly (UEA-001)

MSLD Pressure Transducer I&C Terminal Box (TBX-MSLD-1)

G Cell Assembly I&C Terminal Box (TBX-G-CELL-1)

Universal Capsule Sleeve Assembly

UCS Lift Bail (UCS-LB-1)

Upender Motor Receptacle (RCPT-UEA-1-10)

RTA Motor Receptacle (RCPT-RTA-1-12)

RSA Motor Receptacle (RCPT-RSA-1-14)

Alignment Ring Placement Tool Structural Stand (TSC-ALGN-STND1)

SIA Structural Stand (SIA-STND1)

Table 3. CSS Buyer-Furnished Wires & Cables for Task 2

Component Name Component Number

W135-001 WR-G/TP-1

W135-002 WR-UEA-1

W135-003 CBL-UEA-2

W135-004 WR-RTA-1

W135-005 CBL-RTA-2


Table 3. CSS Buyer-Furnished Wires & Cables for Task 2

Component Name Component Number

W135-006 WR-RSA-1

W135-007 CBL-RSA-2

W135-008 WR-TP-3

W135-009 CBL-GBLK-6

W135-010 WR-TP-4

W135-011 WR-TP-5

W135-012 CBL-SIA-1

W135-013 CBL-SIA-6

W135-014 CBL-SIA-5

W135-015 CBL-SIA-11

W135-016 WR-TP-12

W135-020 WR-G-1

W135-021 WR-TP-1

W135-024 WR-TP-11

W135-025 CBL-GBLK-1

W135-026 WR-TP-6

W135-027 WR-TP-7

W135-028 CBL-SIA-4

W135-029 CBL-SIA-3

W135-030 CBL-SIA-2

W135-031 CBL-SIA-12

W135-032 CBL-SIA-13

W135-033 WR-TP-8

W135-036 CBL-DTS-7

W135-038 WR-TP-9

W135-042 WR-G-2

W135-043 WR-G-3

W135-044 CBL-UEA-4

W135-045 WR-G-4

W135-239 HX-G1-T1, -T2, -T3, GND

1.2.2 Contractor shall protect and handle BFE in accordance with SP-12, Government

Property, and Sections 01610 and 01620 of this SOW. The CSS BFE includes highly


sensitive, one-of-a-kind, and safety significant items requiring special care to prevent

deterioration or damage. The Contractor shall exercise diligence to understand

applicable requirements and to thoroughly plan all aspects of receipt, handling, and

storage before performing such work.

1.2.3 Contractor shall notify the Buyer 5 workdays before need date to arrange transfer of

furnished equipment and material.

1.2.4 Contractor will transport equipment to the West Truck Port at WESF. Contractor shall

provide equipment and labor for unloading equipment from transport vehicle, uncrating,

unpacking, handling, and moving furnished equipment and material in accordance with

arrangements for transfer.

1.2.5 Contractor shall provide the Buyer access to furnished equipment and materials during

storage for inspection.

1.2.6 The Buyer will provide an area adjacent to WESF for the Contractor’s laydown area for

the staging of the Contractor’s materials, equipment, and construction storage trailer(s),

if needed.

1.2.7 The Buyer will provide a furnished, all-craft, 24 by 60 ft construction trailer for a field

office to hold job/safety meetings and lunch/breaks.

1.2.8 The Buyer will provide a men’s and women’s restroom trailer(s) for Contractor

personnel.

1.2.9 Buyer will provide a mobile crane with operator for use in lifting the VCC Shield

Assembly at the Transfer Station during Task 2 WPAT support.

1.2.10 The Buyer will make electrical power outlets for hand tools and other small equipment

available to the Contractor within the vicinity of the work areas.

1.2.11 The Buyer will make potable water source tie-ins available for drilling and coring

operations and equipment rinsing.

1.2.12 The Buyer will be responsible for disposition of collected rinse water waste and solid

waste.

1.2.13 The Buyer will provide onsite personnel dosimeters, and radiological and industrial

health surveys of the facility and of the Contractor’s onsite personnel, facilities,

equipment, tools, materials, and waste.

1.2.14 The Buyer will furnish anti-contamination clothing (coveralls, hoods, rubber booties,

latex gloves, etc.) and respiratory protection equipment (masks, hoods, respirators, etc.)

to the Contractor for performance of the work.

1.2.15 The Buyer will supply the Contractor with portable vacuums with certified high-

efficiency particulate air (HEPA) filters for operation during dust producing work. Buyer

will provide controls for portable vacuums equipped with HEPA filters.

1.2.16 Contractor will provide supplies and consumables for Contractor worker protection as

relates to the COVID-19 pandemic.


PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01036 – REQUEST FOR CLARIFICATION OR INFORMATION AND CHANGES

PART 1 – GENERAL

1.1 REFERENCES

Not used.

1.2 SUBMITTALS

1.2.1 See Section 01300, “Submittals” for submittal procedures.

1.2.2 Before starting work, Contractor shall submit the name of the person responsible for

receiving changes to design media in accordance with paragraph 1.4.1.2 in this Section.

1.3 REQUEST FOR CLARIFICATION OR INFORMATION (RCI)

1.3.1 Contractor shall attend a Preconstruction Conference conducted by The Buyer prior to

site mobilization. The Buyer will supply Contractor with Request for Clarification or

Information (RCI) (form A-6004-833) during the Preconstruction Conference (see

Section 01200, “Project Meetings”).

1.3.2 Contractor shall submit RCIs to receive and document clarification from the Buyer at

any time during construction. The RCI form is not to be used to document a contract

modification, engineering change, or nonconformance. The Buyer’s response to an RCI

does not constitute authorization to perform a change to the Contract.

1.3.3 The Contractor may proceed in accordance with the RCI response only on the basis that

the Contractor agrees that it is not a contract change or there is a design change issued

associated with the RCI.

1.3.3.1 Limit each RCI to a single issue. Date each request and assign a unique reference number.

1.3.3.2 Provide pertinent information in the RCI including Contract number, subject, drawing

numbers, specification number and paragraph references, date by which response is needed,

cost and schedule impacts, site location, descriptive text, and originator’s name and signature.

1.3.3.3 Correspondence and inquiries from subcontractors addressed to the Buyer will be returned to

originator or referred to Contractor.

1.3.4 RCIs shall be prepared in accordance with the form’s instructions.

1.4 CHANGES

1.4.1 DESIGN CHANGES

1.4.1.1 Contractor shall obtain Buyer’s written authorization of all design changes prior to proceeding

with the Work. Buyer’s Technical Representative (BTR) will provide authorized changes to

design media to the Contractor via an approved redline field change drawing, a design change

notice (DCN), or a contract modification. Redline change, DCNs, or FMPs will be prepared by

the Buyer per applicable procedures. Changes to fire protection design media shall require

approval from the Buyers Fire Protection Engineer.


1.4.1.2 Contractor shall designate a single-point-of-contact responsible for receiving changes to

drawings, specifications, and other design media. The designee shall be responsible for

maintaining documents and ensuring use of the current revision of the document for the

performance of Work. Documents shall be stored in a manner that minimizes the risk of loss or

damage.

1.4.2 CONTRACT CHANGES

1.4.2.1 If the Contractor believes the RCI response or change to design media constitutes a contract

change, the Contractor shall immediately process a Contract Change (form A-6004-820) and

await receipt of additional written instruction from the Buyer’s Contract Specialist.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01040 – COORDINATION

PART 1 – GENERAL

1.1 REFERENCES

Not used.

1.2 SUBMITTALS

1.2.1 See Section 01300, “Submittals” for submittal procedures.

1.2.2 Contractor will submit the name of the individual designated by the Contractor as its

Project Manager, to be the single POC responsible for direction of Contractor’s

fieldwork, and for coordination with the Buyer’s CM.

1.2.2.1 Submit List of Heavy Equipment/rolling stock to be used for the performance of the work to

include routine maintenance to be performed on the Hanford Site.

1.3 COMMUNICATIONS

1.3.1 Written communications between the Buyer and Contractor shall be sent to the Buyer’s

Contract Specialist identified under “Administration Contract Correspondence” in the

Contract Document Part IV, Special Provisions. The Contractor may interface with

various Buyer (and other) organizations through the Buyer’s Contract Specialist (or

designee), as required.

1.3.2 The Contractor shall coordinate overall technical management of the Contract with the

BTR as identified in the Contract Part IV, Special Provisions, Section 1.11, “Designation

of Technical Representative.”

1.3.3 Applicable interfaces, including existing facilities, systems, features, and environmental

conditions will be coordinated with the Buyer’s CM or BTR.

1.3.4 Buyer organizations that the Contractor may interact with include the following:

• Project Technical Services (PTS) (Construction)

- BTR, CM, Field Work Supervisors (FWSs), Planners

• Project W-135

- W-135 Project Management, Project Controls, Engineering

- Sargent & Lundy (WESF Modifications Architect/Engineer)

- NAC International (CSS design and fabrication Contractor)


• WESF Facility Operations

• WESF Radiological Control

• Occupational Safety & Industrial Hygiene

• Environmental Compliance

• Nuclear Safety

• Quality Assurance

• Waste Management

• Work Control (procedure writers, planners, and work package contributors)

• Safeguards and Security

• Mission Support Alliance (MSA) Hanford Site Utilities Organizations

1.3.5 The Contractor shall coordinate daily construction work activities at WESF with the

Buyer’s CM and FWS. Access to WESF will require compliance with the appropriate

radiological controls (refer to Section 01130).

1.3.6 Contractors Work will not proceed until authorized by the Buyer’s FWS.

1.3.7 The Contractor shall identify the name of the individual designated as its Field Work

Lead to be the single POC responsible for direction of Contractor’s fieldwork, and for

coordination with the Buyer’s FWS.

1.3.8 When working in WESF, a Hazard Category 2 nuclear facility, Contractor shall be

subject to the Buyer’s facility operation constraints and requirements including facility

operational control, procedure compliance/interpretation, and stop work provisions.

Contractor personnel shall respect and adhere to directions received from facility

operation personnel when conducting work within the designated facility.

1.3.9 The Buyer may assign a Senior Supervisory Watch to provide Buyer management

presence at the job site. The primary purpose of the Senior Supervisory Watch is to

assess ongoing work to ensure safe, effective, and environmentally conscious work.

1.4 PREPARATION ACTIVITIES

1.4.1 Contractor shall be responsible for the following functions, requirements, and design

criteria preparatory activities:

• Ensure equipment, tools, materials, and personnel are ready for the execution of the Work.

• Ensure that Suspect/Counterfeit items are not brought onto the Hanford Site, in accordance

with Section 01400, “Quality Assurance and Control.”

• Ensure all Contractor-supplied tools and equipment are in good working order and free

from obvious and known defects, malfunctions and disrepair (e.g., oil leaks, broken and/or


missing parts) upon arrival at the job site. Contractor shall accommodate that all equipment

repairs and maintenance activities will be performed off site.

• Contractor shall provide a list of heavy equipment/rolling stock to be used for the

performance of the work to include routine maintenance to be performed on the

Hanford Site.

1.4.2 Site conditions and known hazards include but are not limited to the following:

• Slips, trips, and falls

• Uneven walking surfaces

• Lifting

• Ergonomic hazards

• Falling objects

• Sharp objects

• Noise sources

• Temperature extremes

• Wind and dust

• Biohazards and vermin

• Hazardous energy

• Demolition hazards

• Radiological areas

• Chemicals/chemical products

• Excavation and earth moving

• Mobile equipment

• Hoisting & Rigging

• Portable hand tools

1.4.3 WESF is a Hazard Category 2 nuclear facility. Routinely accessible areas of the facility

are generally free of known radiological contamination as confirmed by the Buyer

through performing radiological surveys. However, the Buyer anticipates the Contractor

may encounter contamination during performance of intrusive work in areas not

normally accessible (e.g., in G Cell and the Canyon) during demolition work and during

concrete drilling, coring and cutting. This work will require radiological work permits.

The Buyer’s Radiological Control Technicians (RCTs) will provide coverage during the

performance of such work. In addition, there is a known area of fixed contamination on

the asphalt surfacing outside the Truck Port, to be removed and disposed of by the

Contractor; this also will be radiological work.


1.5 MOBILIZATION

1.5.1 The Buyer’s CM must be onsite and the Buyer’s FWS must be present at the worksite

and grant approval for Work, including mobilization activities, to be performed.

1.5.2 The Contractor shall mobilize required labor, equipment, and materials to the worksite.

1.5.3 The Contractor shall comply with access controls to the worksite.

1.5.4 The Contractor shall coordinate site set up with the Buyer to ensure compliance with

traffic area restrictions around the worksite associated with other activities at the site.

1.5.5 The Contractor shall comply with required personal protective equipment (e.g., hard hat,

safety glasses, hearing protection, and safety footwear) for the job site.

1.5.6 The Contractor shall comply with signage and radiological postings established by the

Buyer.

1.5.7 Equipment that is potentially contaminated will have a radiological clearance survey

performed to ensure that it is free of contamination before the equipment will be released

to the Contractor. If radiological contamination is found and cannot be removed,

equipment, tools, and other materials may not be recoverable by the Contractor. Buyer

will replace the equipment, and replacement prices for such equipment will be

determined as required by the Contract Document Special Provision SP-5, On Site

Services.

1.6 SECURITY, BADGES, AND DOSIMETERS

1.6.1 The Buyer will arrange for issuance of security badges and dosimeters required for on-

site work subject to the requirements identified in Contract Document Special Provision

SP-5.

1.6.2 As soon as practical after award, the Contractor shall submit a badge request for

personnel required under the various releases so that they may be scheduled for training

and medical evaluation to be eligible for work onsite. A badge is required in order to

obtain a Hanford Identification Number, which is needed before training and medical

evaluations can be coordinated and scheduled. A minimum of 2 workdays advanced

notice is required for a Hanford Site badge. Contractor shall wear a Buyer-issued security

badge identifying himself/herself.

1.6.3 The Contractor shall ensure that workers return Site security identification badges to

Security and thermoluminescent dosimeters to the dosimetry department when requested,

if they terminate employment, or upon completion of the work.

1.6.4 Contractor employees will be required to submit to vehicle searches and shall not carry

or transport prohibited articles.

1.7 WORK HOURS

1.7.1 Work will be performed on a 4-10 schedule Monday through Thursday. The standard

workday shall be 10 hours between the core hours of 6:00 a.m. to 4:30 p.m. No Work

occurs on Facility Closure Days. If an alternative schedule is required, BTR will


communicate such to the Contractor’s POC. Contractor shall assume a typical daily work

schedule a follows:

6:00 AM to 6:10 AM Stretch and flex

6:10 AM to 6:40 AM Pre-job briefing

6:40 AM to 7:10 AM Travel to PPE change out area, don PPE and enter the work

area

7:10 AM to 10:40 AM Field work

10:40 AM to 11:00 AM Exit the work area, doff PPE, perform personal

contamination survey

11:00 AM to 11:30 AM Lunch

11:30 AM to 11:40 AM Take-two Briefing

11:40 AM to 12:10 PM Travel to PPE change out area, don PPE and enter the work

area

12:10 PM to 3:45 PM Field work

3:45 PM to 4:05 PM Exit the work area, doff PPE, perform personal

contamination

4:05 PM to 4:15 PM Change into street clothes

4:15 PM to 4:30 PM Post work review, submit tome cards – End of Shift


1.7.2 Facility Closure Days through the Project duration are as follows:

• Thanksgiving - November 25 & 26, 2020

• Christmas - December 23 & 24, 2020

• New Year’s Day – December 31, 2020

• Presidents Day - February 15, 2021

• Memorial Day - May 31, 2021

• Independence Day - July 5, 2021

• Labor Day – September 6, 2021

• Thanksgiving – November 25, 2021

• Christmas – December 23 & 24, 2021

• New Year’s Day – December 31, 2021

1.7.3 The Contractor will have access to the job site based on the terms of the SOW.

1.8 WORK MANAGEMENT REQUIREMENTS

Contractor shall perform Work in accordance with existing Buyer procedures, policies, and

technical work documents. Contractor shall not perform work that is out of scope of the

contract or technical work document, or not specifically approved for start by the Buyer’s

FWS. If it is determined the work is out of the scope of the contract, or technical work

document, or not approved by the Buyer’s FWS, then the Contractor shall Stop Work. After the

Contractor stops work, the Contractor and Buyer will further define the issue/concern and

evaluate the issue/concern. A Contract or technical work document revision will be prepared,

as necessary prior to resuming work. Additional supporting documentation, including but not

limited to, design changes, permits, and Work Packages (WPs), will prepared, and approvals

received prior to resuming work.

1.8.1 Performance of Work on other than regular scheduled day shift, movement of equipment,

utilities system tie-ins, and equipment tie-ins requires coordination with the Buyer’s CM

and FWS, and WESF Operations, and prior approval.

1.8.2 The Contractor shall perform WPs developed per the guidelines described in PRC-PRO-

WKM-12115. The Buyer’s Work Control organization will manage the preparation of

WPs and provide the WPs that will invoke requirements for the performance of Work.

The Contractor shall document and execute their Work in accordance with these

requirements. The Buyer, with support from the Contractor, will prepare changes to

Contractor Work/Facility work package(s). Supporting documents shall be incorporated

into the WP following the requirements of PRC-PRO-WKM-12115, and Work Change

Notice (WCN) process. Allow 5 workdays for processing WCNs. Hazard mitigation

controls shall be developed per the guidelines in PRC-PRO-WKM-079, “Job Hazard

Analysis.” It is anticipated for this scope of work that 8 work packages will be developed


for this scope of work 6 of which will be subject to Hazard Review Board (HRB).

Contractor shall provide allowance for attending the following:

• Non HRB Packages – Two meetings per WP – 2 hours each

• HRB Packages – Four meetings per WP – 2 hours each

1.8.3 The Contractor and its subcontractors, shall support the development of work packages

and hazard controls in the Buyer’s sponsored EWP meetings by providing competent

person(s) to actively participate in the planning and work package preparation process.

The outcome of EWPs will be work instructions incorporated into WPs that describe the

work scope, define required hazard mitigation, and include the necessary permits, hold

points, inspection test procedures, and associated project documentation needed to safely

complete the work scope. The work instructions shall have sufficient detail to control the

work so that it is performed safely, and provides for required inspections and testing.

1.8.4 Work scope that interfaces with any existing SSCs shall be performed following the

preparation and approval of an FMP prepared by the Buyer’s engineering organization in

accordance with PRC-PRO-EN-2001, Facility Modification Package Process. Typical

work scope interfaces include, but are not limited to, electrical systems tie-ins,

mechanical/structural system tie-ins, critical lifts, system testing, etc.

1.8.5 Daily release of work packages and approval to work shall be performed using the Work

Release for PTS Construction/Services Organization process.

1.8.6 Contractor will prepare Work Release for Construction/Services Organization Form

(WRCSOF) (form A-6004-967) to obtain daily work release approval from the on Shift

Operations Manager the Release Authority (RA) for the facility. The Contractor shall

prepare the WRCSOF, by 1:00 p.m. daily, for review and approval by the Buyer’s

CM/FWS prior to performing the next day’s work. The WRCSOF shall provide a

description of the work including a brief work scope statement, location, required

permits, any support required from the Buyer including inspections or hold points,

special precautions about the planned work, and potential impacts such as contamination

and service interruption. The form must describe Contractor activities and deliveries at

the jobsite. Only work scope identified in an individual contract release may be released.

Daily work will be limited by Buyer’s Facility Work Authorization to work described on

an approved WRCSOF form, unless additions are approved by the Buyer’s CM/FWS to

facilitate unforeseen changes to the planned day’s work scope.

Note: The end-of-the-day meeting will plan the following day’s work activities. This meeting

is a conference call every working day at 2:30 p.m. The BTR will provide call in information.

1.8.7 Hazard Identification and Mitigation

The Contractor will develop and maintain a worksite Job Safety Analysis in accordance with

PRC-PRO-SH-40078, Contractor Safety Processes, Appendix I, “Job Hazard Analysis Process

for Subcontractors.” Hazard Identification and Control Requirements will include a hazard

analysis that addresses each phase of the work and the hazards associated with the

environments at each worksite location in accordance with this SOW. Contractor will be

involved with the Buyer in scope and hazard analysis, which will determine the number of

work packages. Each work package will take approximately 12 workdays from initial planning

to approval.


PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01050 – FIELD ENGINEERING

PART 1 – GENERAL

1.1 CONTROL POINTS

1.1.1 Basic reference points, benchmarks, and other survey data are shown on the drawings.

1.2 QUALITY CONTROL

1.2.1 Quality controls (e.g., inspections, tests, material identification, and nonconformance

control) shall be established, implemented, and documented using a graded approach to

verify that design requirements are appropriately satisfied during construction. The

specific controls shall be specified in QA Plans and implemented through a combination

of project procedures, drawings, specifications, and inspection/test plans. See Section

01400, “Quality Assurance and Control.”

1.2.2 Structural alignment, support location, and grades: For surveying Work, use of a land

surveyor registered in the State of Washington is required.

1.2.3 Layout: Use personnel who are trained, skilled, and experienced in construction layout

and staking; and civil/structural, mechanical, and electrical SSCs.

1.2.4 Deliverable Documentation: Deliver field notes, records and documentation for Work

under this Section in accordance with Section 01720, “Project Record Documents.”

1.3 PROCEDURE

1.3.1 Before construction activity and in field, verify control points provided by this section.

Verification shall include horizontal coordinates and elevations. Report discrepancies to

the Buyer before proceeding with construction.

1.3.2 Before construction activity and in field, confirm other reference elevations and

dimensions provided on the drawings and necessary for construction layout based on

verified control points as applicable.

1.3.3 Using control points, establish reference points for structural alignment, support location,

grades, layout, and other construction activity. Record horizontal and vertical data for

reference points.

1.3.4 Preserve control points, reference points, stakes, and other established markers until

either removal is authorized by the Buyer or Work is completed.

1.3.5 Refer to Contract Document Part IV, Special Provision SP-4, Construction Contracts,

reference clause FAR 52.236.17, “Layout of Work.”

PART 2 – PRODUCTS

Not used.



Not used.

END OF SECTION


SECTION 01065 – PERMITS

PART 1 – GENERAL

1.1 REFERENCES

1.1.1 The following documents and others referenced herein form part of the Contract to

extent designated in this section. Referenced documents are those current as of the date

of this section unless otherwise indicated.

1.1.1.1 U.S. Department of Energy (DOE)

DOE-0336 Hanford Site Lockout/Tag-out

DOE-0344 Hanford Site Excavating, Trenching and Shoring

DOE-0346 Hanford Site Fall Protection Program (HSFPP)

DOE-0359 Hanford Site Electrical Safety Program (HSESP)

DOE-0360 Hanford Site Confined Space Procedure (HSCSP)

1.1.1.2 Washington State Department of Ecology (Ecology)

ST0004511 State Waste Discharge Permit

1.1.1.3 National Fire Protection Association (NFPA)

NFPA 1 Fire Code

NFPA 70®-2017 National Electrical Code® (NEC)

1.2 SUBMITTALS

Not used.

1.3 SUMMARY

1.3.1 Work elements requiring Hanford Site permits are identified in this section. The Buyer

will provided permits at no cost, unless otherwise stated. Contractor shall comply with

and maintain a copy of all permits required by this SOW or the BTR at the worksite.

1.3.2 Notify the Buyer 10 workdays in advance of work requiring permit (unless otherwise

stated) and furnish requested information. Post permit in a conspicuous location and

ensure employees’ awareness of permit contents. Meet the requirements set forth in

permit.

1.3.3 Permits identified in this section and other sections of the SOW may require use or

approval of forms and requests that are not titled as permits but generically referred to as

permits. Contractor shall comply with requirements identified on those forms and

requests.

® The National Electrical Code and NFPA 70 are registered trademarks of the National Fire Protection Agency, Quincy, Massachusetts.


1.3.4 Work performed under this SOW is radiological work. Radiological Work Permits

(RWPs) are required prior to performing work.

1.3.5 It is not anticipated that cultural materials or protected plants or animals will be

encountered during project activities in previously disturbed areas. However, workers are

to be instructed to watch for bones or possible historic artifacts, especially during

excavation. If cultural materials are encountered, stop work within the immediate

vicinity of the find and notify the Buyer.

1.3.6 Migratory birds may be present at this site and nesting activities shall not be disturbed. If

field work is to be initiated during active nesting season (i.e., between mid-March

through end of July), Contractor shall contact the Buyer to initiate a review of the area

where the work is to be performed to make sure no nesting is occurring within the

affected area). Workers are to be instructed to watch for active nests. If active nests

and/or any nesting birds are encountered, or birds exhibit defensive behavior, the

Contractor shall stop work in the immediate vicinity of the nest and shall contact the

Buyer for additional review and required action.

1.3.7 Ground-disturbing activities have the potential to spread and increase noxious plants.

Vehicles should stay on existing roadways, graveled areas, and bare areas to the extent

possible.

1.4 PERMITS

1.4.1 An Asbestos Work Plan is required prior to asbestos Class I or Class II work is

performed.

1.4.2 A Lead Compliance Plan is required prior to performing work on lead-containing

systems (form A-6004-746).

1.4.3 Hanford Site Confined Space Hazard Identification (form A-6005-724) is required to

access potential confined spaces and obtain a Confined Space Entry Permit.

1.4.4 Hanford Confined Space Entry Permit (form A-6005-717) is required prior to entry into

any area determined to be classified as a Confined Space and containing conditions

detrimental to employee safety in accordance with DOE-0360.

1.4.5 Electrical Installation Permit (form A-6005-707), is required. One permit covers new

electrical installation work governed by the NEC (NFPA 70®). Hanford Site Electrical

Risk Assessment (form A-6007-595) is required for work on all electrical systems.

Note: Electrical installations require NEC compliance inspection by a qualified NEC Inspector

in accordance with DOE-0359.

1.4.6 Energized Electrical Work Permit (form A-6005-704) is required for work on energized

electrical systems.

1.4.7 Hanford Site Excavation Permit, in accordance with DOE-0344, is required for

excavation involving hand digging greater than 12 in. in depth, or machine digging.

1.4.8 Fall Protection Permit Portable for Portable Ladder (form A-6004-286) is required when

fall exposure is 6 ft or greater and the use of conventional fall protection in accordance


with DOE-0346 is infeasible or creates a greater hazard. Permit to be accessible during

performance of work.

1.4.9 A Fire Marshal Permit is required for any activity falling under the scope of PRC-

PRO-FP-40422, Fire Marshal Permit Interfaces. Activities covered under PRC-

PRO-FP-40422 include when fire alarm systems, fire sprinkler systems, or

underground fire water lines, or fire hydrants will be installed, modified,

deactivated, or impaired; when egress routes, fire barriers, or fire doors need to be

modified; for occupancy of buildings or structures including relocatable

structures; for all new construction and demolition; when using combustible

chemicals, compressed gas, explosives, and flammable/combustible liquids; when

performing cutting/welding or outdoor burning; when road closures are

necessary; and for off-road vehicle travel. Contractor shall notify CHPRC in

accordance with SP-4. Permit prior to work. The process for obtaining Fire

Marshal Permits is covered in PRC-PRO-FP-40422.

1.4.10 Hanford Site Oversize/Overweight Permit (form A-6003-609) is required for each

vehicle and/or nonreducible load that exceeds the dimensions or weights shown in SP-4.

1.4.11 A Hot Work Permit (form A-6006-115) is required prior to performing any work which

may produce a spark, arc, or flame on the Hanford Site.

1.4.12 A Nonemergency Hydrant Tie-In Permit (form A-6003-681) is required for any water

being supplied from an existing hydrant. Contractor shall notify the Buyer a minimum of

2 weeks prior to need, in accordance with Special Provision SP-4.

1.4.13 An RWP is required prior to performing any work within a posted radiological area.

1.4.14 A Utility/System Outage Permit is required prior to lockout/tagout isolation of any

facility equipment, systems, and/or utilities in accordance with Contract Document

Special Provision SP-5 and DOE-0336. Notify the Buyer 15 workdays prior to need date.

To obtain permit issue an MSA Service Request at the following link:

http://msc.rl.gov/ServiceCatalog/page.cfm/Utilities

1.4.15 The Buyer has obtained the required State Waste Discharge Permit. No discharges of

water are allowed or authorized within 300 horizontal feet of any known crib, catch

basin, infiltration trench, or underground disposal area.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION



SECTION 01110 – OCCUPATIONAL SAFETY/INDUSTRIAL HYGIENE

PART 1 – GENERAL

1.1 REFERENCES

1.1.1 The following documents and others referenced therein form part of the Contract to

extent designated in this section. Referenced documents are those current as of the date

of this section unless otherwise indicated.

1.1.1.1 Code of Federal Regulations (CFR)

Title 29 Labor

Part 1910 Occupational Safety and Health Administration (OSHA)

Part 1926 Safety and Health Regulations for Construction

1.1.1.2 U.S. Department of Energy, Richland Operations (DOE-RL)

DOE/RL-92-38 Hoisting and Rigging Manual

1.1.1.3 Institute of Electrical and Electronics Engineers (IEEE)

IEEE C2 National Electrical Safety Code® (NESC®)


NFPA-30 Flammable and Combustible Liquids Code

NFPA 70® National Electrical Code® (NEC)

NFPA 70E Standard for Electrical Safety in the Workplace

NFPA 101® Life Safety Code

NFPA 241 Standard for Safeguarding Construction, Demolition, and Alterations

1.2 SUBMITTALS

1.2.1 See Section 01300, “Submittals” for submittal process.

1.2.1.1 The Contractor shall comply with PRC-PRO-SH-40078, Appendix F; however, Contractor

may submit, with proposal, an alternate safety program. The alternative program shall comply

with federal, state, and local codes and PRC-PRO-SH-40078, Appendix F.

1.2.1.2 The Contractor shall identify a Designated Safety Representative (DSR) before starting work,

and submit the name of the individual to the Buyer. The safety representative must have a

minimum of 5 years of experience. Contractor shall notify the Buyer’s Contract Specialist, and

resubmit a resume, if the DSR changes. The position may not be held by the Onsite Safety and

Health Officer.

® NFPA 101 is a registered trademark of the National Fire Protection Agency, Quincy, Massachusetts.


1.2.1.3 Job Hazard Analysis (JHA)/Activity Hazard Analysis (AHA): Prior to performing onsite work,

submit JHA/AHA identifying safety hazards as required by this Section.

1.2.1.4 Critical Lift Plan (DOE/RL-92-36, Section 3.5): Required to minimize the possibility of

equipment failure or human error to a hoisting or forklift operation involving a load that, if

mishandled, poses unacceptable circumstances. Critical lift plans will be developed by the

Buyer based on input from the Contractor.

1.2.1.5 The contractor shall perform Construction Subcontractor Daily Safety Oversight Inspection

Checklist (form A-6006-924). These inspections are to be submitted to the CHPRC PTS

Occupational Safety & Industrial Hygiene Manager weekly.

1.3 SAFETY

1.3.1 Contractor shall comply with the on-site provisions identified in the Contract Document

Special Provision SP-5.

1.3.2 The Contractor shall perform work safely, in a manner that ensures adequate protection

for employees, the public, and the environment, and shall be accountable for the safe

performance of work. The Contractor shall comply with, and assist the Buyer in

complying with all applicable laws, regulations, and directives.

1.3.3 The Contractor and its subcontractors shall take all reasonable precautions in the

performance of the Work to protect the safety and health of employees and of members

of the public. Where there is a difference in regulations or requirements, the most

stringent shall apply.

1.3.4 Contractors Health and Safety Officer or DSR must be present and available any time the

Contractor or their subcontractors are performing fieldwork.

1.3.5 While working within a facility or remotely, Contractor shall participate in emergency

drills. Contractor may request exemptions. NOTE: It is anticipated that a minimum of

one monthly drill will take place. Drill duration is approximately 2 hours.

1.3.6 Contractor shall utilize gloves that are rated as cut/puncture-resistant for all activities that

present the potential for a cut or puncture to the hand. Leather gloves are not rated as

cut/puncture-resistant, and are not permitted. Contractors shall still use gloves (e.g.,

leather, canvas, cotton, etc. as appropriate for the work activity) to prevent and/or protect

the hand from abrasions and contusions. Cut-resistant gloves come in different

performance strengths; the Contractor needs to exercise the right amount of care to

ensure they have selected the proper type of gloves for the hazard to be encountered. The

Buyer does not specify or recommend any brand-name gloves; but does require these

gloves to be rated as cut/puncture resistant.

1.3.7 Contractor shall review the work scope, location, and hazards to determine if the activity

is skill-based or beyond skill-based work (i.e., requires further analysis through a JHA).

Contractor shall ensure that its craft workers are, at a minimum, trained and qualified to

the respective Craft Specific Hazard Analysis for each craft listed and the controls

associated with the analysis.

1.3.8 Electrical Safety Requirements


1.3.8.1 Work practices and electrical safety training and qualification shall be in accordance with

DOE-0359. Electrical equipment and industrial control panels delivered or brought on to the

site in performance of the contract shall be labeled by an organization currently recognized by

OSHA as a Nationally Recognized Testing Laboratory (NRTL). Equipment installed as part of

the contract shall comply with the NEC and, where applicable, IEEE C2 (NESC).

1.4 HAZARD IDENTIFICATION

1.4.1 Submit a JHA/AHA for general office duties performed in office facilities or ground-

level observations/walkthroughs in radiological-controlled areas requiring a general (not

specific) RWP only. Observation activities only are allowed under this JHA/AHA; no

hands-on work activities may be performed. Only ground-level observations are

permitted; no ladder/ scaffolding access is allowed.

1.4.2 Prior to performing any other activities, Contractor shall submit a JHA/AHA for the

construction activities to be performed.

1.4.3 JHAs/AHAs are prepared by the Contractor to address specific work activities and

hazards associated with the specific work and to identify the controls necessary to

eliminate or control the hazards. The JHA/AHA shall be written in such a manner as to

be understood and usable by Contractor personnel in order to aid them in the

identification, control, and response of potential hazards; it is not just a compliance

document. To achieve the level of coordination desired, approval of the JHA/AHA is

required to ensure proper safety planning and communication prior to the start of Work.

The JHA/AHA shall be prepared in a format provided by the Buyer, and the Contractor

shall submit a JHA/AHA for approval prior to work on each release.

1.5 MEDICAL EXAMINATIONS

1.5.1 Medical examinations and Employee Job Task Analysis evaluation forms are required

for Contractor personnel prior to starting work on the Hanford Site. See Contract

Document Special Provision SP-5.

1.5.2 The Contractor shall immediately notify the BTR and the Contract Specialist of any

injuries or incidents; to include damage to Contractor-owned property or equipment.

1.5.3 Contractor shall take appropriate action, up to and including stopping work, and

immediately notify the Buyer if an unplanned risk or hazard is discovered that is not

covered by directions provided by the Buyer. This action includes notifying the Buyer if

the work exposes their workers to hazards that require medical monitoring.

PART 2 – PRODUCTS

Not used.


3.1 The Buyer will provide Hanford Site medical facilities for emergency or life-threatening injury

situations (those requiring immediate medical attention). All injuries, accidents, fires, and near


misses shall be reported to the Buyer, including fires that are extinguished without causing

damage.

3.2 The Contractor is responsible for providing all industrial safety equipment for Contractor

personnel (e.g., eye protection, hearing protection, respirators, hard hats, safety footwear with

protective toe caps, high visibility vests, welding hood, face shields, chemical protective

clothing, and face coverings).

3.3 Contractor shall provide suitable facilities in the work area for immediate emergency use for

quick drenching or flushing of the eyes and body where any person may be exposed to

injurious corrosive materials in accordance with PRC-PRO-SH-40464, Safety Showers and

Eyewashes.

3.4 To ensure worker safety, work or portions of work may be temporarily and incrementally shut

down due to high winds, lightning, or other inclement weather as determined by the Buyer.

Contractor shall not be additionally compensated in terms of cost or schedule for weather-

related shutdowns (refer to the Contract Document, Part IV, General Provisions, Section 5.3,

“Delays – Force Majeure”). The Buyer issues the following warnings via radio system, public

announcement, or in person. The Contractor shall ensure that subcontractor personnel are

apprised of the warnings and take the required actions as stated below.

• The Contractor shall ensure that subcontractor personnel are apprised of the warnings and

take the required actions as stated in PRC-PRO-SH-28034, Adverse Weather.

• Ensure worksite hazard analysis is performed and safe work measures are established and

implemented when windy conditions are reported or detected by either the Hanford

Meteorological Station (HMS), National Weather Service-Pendleton, Oregon (NWS-PDT),

or onsite wind-monitoring instrument. Control radiological material/activities in windy

conditions in accordance with facility or project-specific requirements. Consult with an

occupational safety professional for assistance when sustained winds exceed 15 mph. Crane

and aerial device (lift) operation shall be analyzed for hazard potential and safe

continuation. Do not use personnel platforms when sustained winds exceed 20 mph.

Maintain worksites in a safe status when wind conditions (sustained or gusts) reach

25 mph, by securing and anchoring loose or lightweight materials and objects, debris, tools,

and equipment.

• Curtail work on roofs and elevated surfaces (e.g., scaffolds, ladders) and limit Work to

those activities specifically evaluated for continuing safe operation and approved by the

Vice-President, Waste and Fuels Management.

• Secure equipment and suspend operations of crane and other material lifting/hoisting

equipment when sustained winds meet or exceed 25 mph and/or gusts meet or exceed

35 mph.

• Continuation of operation will be determined by a qualified person following a completed

analysis of the hazard (to include parallel and side wind impacts).

• For sustained wind speeds exceeding 20 mph, WEAR appropriate eye protection as

follows:.

- Personnel performing work outdoors are REQUIRED to wear safety goggles.


- Personnel transitioning from one work location to another work location, or traveling

between buildings, are RECOMMENDED to wear safety goggles.

• Ensure safe work measures are established and implemented when the HMS or the NWS-

PDT detects lightning within specified range of the Hanford Site. At a minimum, suspend

all elevated outdoor work activities [e.g., work associated with the use of forklifts, dump

trucks, elevated booms (e.g., cranes, drilling/telescopic forklift masts), aerial lifts,

scaffolds, ladders, etc.] when lightning is detected within a 50-mile radius.

- Suspend all outdoor work when lightning is detected within a 10-mile radius.

- Where essential Buyer work activities cannot be suspended (e.g., critical operations and

emergency response), Buyer management will develop and implement appropriate

administrative and engineering controls to protect employees from lightning hazards.

- Obtain confirmation from HMS or NWS-PDT that lightning hazards are no longer

detected within the applicable radius (e.g., 10-mile, 50-mile) of the Hanford Site prior

to recommencement of affected work activities.

In addition to these warnings, the Buyer also provides the following:

• Snow and ice removal is provided on Hanford Site roads. The Contractor shall provide

snow removal and ensure safe walking and transfer conditions for walkways and access

points around their offices and work areas and the job site within the project boundaries.

• In response to winter storm conditions, the Buyer may close the job site or release

Contractor's employees early. If so, the Buyer will make appropriate announcements and

coordinate the closure or early dismissal.

• The Contractor shall be responsible for freeze protection in all areas turned over to the

Contractor by the Buyer.

END OF SECTION


SECTION 01130 – ENVIRONMENTAL, RADIOLOGICAL,

AND NUCLEAR SAFETY

PART 1 – GENERAL

1.1 REFERENCES


extent designated in this Section. Referenced documents are those current as of the date

of this Section unless otherwise stated.


Title 10 Energy

Part 820 Procedural Rules for DOE Nuclear Activities

Part 830 Nuclear Safety Management

Part 830.122 Quality Assurance Criteria

Part 835 Occupational Radiation Protection

Title 29 Labor

Part 1910 Safety and Health Regulations for General Industry

Section 1200, Hazard Communication

Part 1926 Safety and Health Regulations for Construction

Title 40 Environmental Protection Agency

Part 82 Protection of Stratospheric Ozone

Part 112 Oil Pollution Prevention

Part 280 Technical Standards and Corrective Action Requirements for

Owners and Operators of Underground Storage Tanks (UST)

1.1.1.2 Washington Administrative Code (WAC)

173-303 Dangerous Waste Regulations

173-400 General Regulations for Air Pollution Sources

1.1.1.3 Washington State Department of Ecology (Ecology)

ST4511 State Waste Discharge Permit

WA7890008967 WESF Dangerous Waste Permit (Part A and Part B)

00-05-006 Hanford Air Operating Permit


NFPA 30 Flammable and Combustible Liquids Code


1.1.1.5 Revised Code of Washington (RCW)

Title 46 Motor Vehicles

Chapter 46.16 Vehicle Licenses

1.2 SUBMITTALS


1.2.1.1 Contractor shall submit a Waste Management Plan, in accordance with the Contract Document,

Part IV, Special Provisions SP-4 and SP-5, for managing waste generated during Work,

14 workdays prior to starting construction.

1.2.1.2 Contractor shall submit a Chemical Inventory of chemicals to be brought to the worksite in

accordance with Special Provisions SP-4 and SP-5, and this Section. Include Safety Data Sheet

(SDS) for hazardous chemicals and detailed information relative to any anticipated process

involving the application of volatile chemicals (use of a volatile cleaning agent, application of

polyurethane coating, etc.).

1.2.1.3 Contractor shall submit an Air Emissions Inventory for air emission sources to be used on the

job site.

1.2.1.4 Contractor shall submit a list of all radioactive sources to be brought on Site.

1.2.1.5 Contractor shall submit a Dust Control Plan in accordance with the Hanford Air Operating

Permit requirements (WAC 173-400-040).

1.2.1.6 Concrete Rinsate: Submit Concrete Rinsate Plan showing details of wash-out pit location, size,

and liner for approval prior to construction.

1.2.1.7 Discharges (Including Concrete Rinsate): Submit Discharge Authorization Form for Buyer

approval prior to use.

1.2.1.8 Container Transfer Area (CTA). Submit proposed plan for CTA to Buyer for approval prior to

construction. If Contractor intends to use existing CTA at WESF and CTA prepared to support

Capsule Storage Area (CSA) construction, this shall be documented in the plan.

1.2.1.9 Spill Prevention Control and Countermeasures (SPCC) Plan. Submit SPCC Plan if required by

Contractors operations per paragraph 1.5.2.1.

1.2.2 Approval Not Required

None.

1.3 WASTE MINIMIZATION

1.3.1 Minimize waste in accordance with the following waste management hierarchy.

a. Source reduction

b. Reuse

c. Recycling

d. Compliant disposal


1.3.2 Source Reduction

1.3.2.1 Material substitution: Minimize number of chemicals used to perform same or similar tasks.

Where practical, replace hazardous materials with nonhazardous or less hazardous substitutes.

Before substitution, obtain approval in accordance with Section 01630, “Product Options and

Substitutions.”

1.3.2.2 Inventory reduction: Minimize product inventory to reduce accumulation of partially used and

unused materials requiring disposal. Remove partially used lots and unused materials from

worksite at Contract completion.

1.3.2.3 Packaging: Minimize packaging brought on job site. Whenever feasible, return empty

containers to subcontractor.

1.3.2.4 Waste segregation: Separate wastes to avoid creating additional wastes and mixtures that

cannot be recycled, or that may be more difficult to manage.

1.3.2.5 Process modification: Streamline processes for more efficient operation and less waste

generation.

1.3.2.6 Reuse/recycling: Ensure that materials are reused, if possible, rather than discarded as waste.

1.4 DISPOSAL OF INERT/DEMOLITION AND NONHAZARDOUS WASTE

1.4.1 Handle and dispose of waste in accordance with applicable federal, state, and local laws,

regulations and requirements, Contract Document Part IV, Special Provision SP-5, and

this Section. Notify the Buyer prior to shipment of inert/demolition waste for

radiological survey by others if removing from contaminated area.

1.4.2 Nonhazardous: Dispose of nonhazardous debris using bins provided by Contractor.

1.4.3 Any nonradioactive inert waste (i.e., broken asphalt, broken concrete, glass, brick,

aluminum, stainless steel, wood, and overburden/spoils material such as rock and earth)

may be disposed at no charge to Contractor at Pit 9 located in the 200 West Area. Notify

the Buyer at least 24 hours prior to need for entry.

1.4.4 Waste generated on the Hanford Site not included in other waste categories specifically

mentioned in the Contract shall be dispositioned in accordance with an approved waste

management plan.

1.5 HAZARDOUS WASTE

1.5.1 Hazardous materials shall be managed in accordance with Special Provision SP-5.

Promptly report all spills of hazardous waste.

1.5.2 Flammable/combustible liquid storage shall be in accordance with NFPA 30.

1.5.2.1 If storing or using oil involves the aggregate storage of >1,320 gallons in containers with at

least a 55-gallon capacity (including tanks not regulated under 40 CFR 280) in areas where

spills or leaks could impact waters of the United States, construction and installation of the

storage areas shall be done in accordance with 40 CFR 112. Prior to storage and use of oil, a

Spill Prevention Control and Countermeasures (SPCC) Plan shall be developed, then reviewed

and certified by a Registered Professional Engineer that it meets 42 CFR 112 SPCC


requirements. The Plan shall be submitted for approval, and reviewed and updated as required

by 40 CFR 112. The SPCC Plan shall be maintained at the job site. Oil-handling personnel

shall receive adequate training in operation and maintenance of equipment to prevent

discharges, and comply with applicable pollution-control laws, rules, and regulations; general

facility operations; and the contents of the SPCC Plan. Discharge-prevention briefings for oil-

handling personnel shall be conducted at least once a year.

1.6 DISPOSAL OF ASBESTOS

1.6.1 Accumulate asbestos debris at the worksite, at approved locations.

1.6.2 Contractor shall not perform any work that would disturb asbestos-containing material or

remove any load-bearing structures of any building without first notifying the BTR.

1.7 DISPOSAL OF DANGEROUS AND MIXED WASTE

1.7.1 Handle and dispose of waste in accordance with applicable federal, state, and local laws,

regulations and requirements and Buyer procedures. Hanford-specific requirements also

apply to dangerous and mixed waste generated on the Hanford Site.

1.7.1.1 Notify the Buyer at least 5 workdays before generation of waste and immediately after spill

and other unforeseen waste generation. Notification shall identify waste stream and provide an

estimated quantity of waste to be generated.

1.7.1.2 Upon notification by Contractor, the Buyer will establish satellite accumulation area containers

or a 90-day container within worksite and select and provide labeled containers affixed with

numbers. Contractor shall provide a digital fish scale or comparable weighing device at

satellite accumulation area and shall ensure personnel responsible for the satellite accumulation

area are properly trained.

1.7.2 Separately accumulate waste from each waste stream in accordance with applicable

federal, state, and local laws.

1.7.2.1 During spill cleanup and waste accumulation, cumulatively record waste inventory on Waste

Container Log (form A-6004-995).

1.7.2.2 Containers are set up and managed by the Buyer. Manage waste in accordance with the

Contract Document, Part IV, Special Provision SP-5.

1.7.3 The Buyer will coordinate pick up and disposal of properly sealed dangerous waste after

notification by Contractor.

1.7.4 The Buyer will conduct weekly inspection of satellite accumulation area containers and

90-day containers.

1.8 RADIOLOGICAL CONTROL

1.8.1 If work is deemed Radiological, the Contractor shall be subject to 10 CFR 835,

CHPRC-00073, CHPRC Radiological Control Manual, and this Section.

1.8.2 Contractor shall not utilize vacuum trucks or HEPA-filtered vacuums, or set up

enclosures with exhausters or similar emission units at any radioactively contaminated

location on the Hanford Site without the express written approval of the Buyer.


1.8.3 The Contractor shall obtain written approval from the Buyer prior to bringing a

radioactive source on site. This includes any source or equipment that contains sources

(e.g., soil densitometers) that are governed under a U.S. Nuclear Regulatory Commission

(NRC) license or a license by an NRC-agreement state. Densitometers shall be checked

in daily with the facility RCT.

1.8.4 Contractor’s equipment utilized to perform radiological work shall be subject to an initial

radiological baseline survey prior to use onsite. This survey is expected to take

approximately 1 hour (per piece of equipment) to complete. The survey will be

conducted by Buyer-provided RCTs and/or Health Physics Technicians (HPTs).

Contractor shall contact the Buyer to schedule the required survey upon arrival of the

equipment onsite.

1.8.5 Contractor’s equipment utilized to perform radiological work may be subject to

intermittent radiological surveys approximately 2 to 3 times per workday. Radiological

surveys are expected to take between 10 and 15 minutes each. Contractor shall make

equipment available for intermittent radiological surveys at the request of Buyer-

provided RCT/HPT.

1.8.6 Removal of the following requires a contamination clearance survey for each removal.

Contractor will not be charged for survey. The Buyer will arrange for survey upon

request by Contractor. Allow 8 hours for processing request and 4 hours for survey.

a. Material from radiological areas shown on the drawings

b. Foreign materials and discolored soil discovered during excavation

c. Equipment

1.8.7 During any work disturbing the existing ground surface, a Buyer-provided RCT/HPT

will be present to conduct intermittent radiological surveys of the excavated or disturbed

material, if deemed necessary by the Buyer. The radiological surveys will be conducted

on the spoils removed during any soil excavation as well as on the equipment being

utilized for this excavation. These radiological surveys are not expected to significantly

disrupt the Contractor’s ability to perform the required work. Contractor shall provide 2

workdays notice to the Buyer of need for RCT/HPT coverage of any excavation or work

activity that will significantly disturb the existing ground surface.

1.8.8 If at any point, radioactive materials above specified action levels are encountered, work

shall be stopped immediately. An RWP will be prepared by the Buyer to cover working

with radiological contaminated soils and materials.

1.8.9 If radiological contamination is encountered during excavation or other work activities,

Contractor shall place equipment in a safe condition and remove all personnel from area

as directed by the RCT/HPT. Radiological controls shall be evaluated by the

Radiological Protection organization to the encountered conditions and modified as may

be required. Contractor shall seek direction from the Buyer prior to resuming work

activities.

1.8.10 A clearance survey is required to be conducted by Buyer provided RCTs/HPTs of all

equipment utilized in excavation performed in radiological areas. Clearance survey shall

be conducted prior to equipment being removed from the worksite. The clearance survey


may take up to 40 hours to complete per piece of equipment. Contractor shall provide

2 workdays notice to the Buyer of need for RCT/HPT coverage to conduct required

release surveys.

1.8.11 Additionally, Contractor may request a contamination clearance survey for each removal

of equipment or material. Contractor will not be charged for survey.

1.8.12 If survey reveals that equipment or material is not radiologically contaminated, dispose

of material as planned.

1.8.13 If survey reveals that equipment or material is radiologically contaminated, dispose in

accordance with direction from the Buyer. The Buyer will determine if release back to

the Contractor is possible. If not possible, the Contractor will be compensated for items

taken.

1.9 NUCLEAR AND CRITICALITY SAFETY

1.9.1 Work is deemed nuclear-related, and the Contractor shall be subject to 10 CFR 830.122,

and the enforcement actions under 10 CFR 820.

1.9.2 WESF is a Hazard Category 2 nuclear facility. All work activities and changes must be

evaluated using the Unreviewed Safety Question process defined in PRC-PRO-NS-062,

Unreviewed Safety Question Process.

1.9.3 WESF has a safety basis (HNF-8758, Waste Encapsulation and Storage Facility

Documented Safety Analysis and HNF-8759, Waste Encapsulation and Storage Facility

Technical Safety Requirements) that defines limitations and controls associated with

operations occurring at WESF. Applicable controls include, but are not limited to:

1.9.3.1 SAC 5.6 “Source Inventory Controls” and SAC 5.8 “G Cell Fire Analysis Configuration

Controls” limit G Cell combustible loading equivalent to 2,500,000 kJ (2,376,000 BTU) and

require combustibles to be 3 ft from the windows (unless an in-cell activity is being performed)

when capsules are in G Cell.

1.9.3.2 SAC 5.7 “No Heavy Loads Over Pool Cells” prohibits movement of heavy loads over pool

cells that store capsules. This applies to use of a mobile crane outside of the 225B Building that

could inadvertently lift a heavy load over Area 3 of the building.

1.9.3.3 SAC 5.9 “Flammable Gas Controls” prohibits use and storage of flammable gas and volatile

liquids in the 225B Building. This control does not apply to nonvolatile fuels, such as diesel,

and household cleaning products and aerosol cans that contain minor amounts of flammable

gas (e.g., used as a propellant).

1.9.3.4 AC 5.11 “Radiation Protection Program” requires access to G Cell be controlled when exposed

capsules are present (i.e., capsules are not in shielded storage container). G Cell cover blocks

cannot be removed and the G Cell airlock door cannot be opened if exposed capsules are

present.

1.9.3.5 AC 5.13 “Requirement for Safety Management Programs” requires the site safety management

programs described in HNF-11724, CH2M HILL Plateau Remediation Company Safety

Management Programs be implemented.


1.9.4 CHPRC-03831, W-135 WESF Modifications Project Safety Equipment List defines the

safety significant and defense in depth equipment related to the project.

1.9.5 HNF-SD-WM-SEL-008, Waste Encapsulation and Storage Facility Safety Equipment

List defines the WESF safety significant and defense in depth equipment. The 225B

Building Area 2 structures (includes Truck Port, Canyon, and G Cell) are safety

significant and are required to retain integrity during a WESF design basis earthquake.

All modifications to the structures (e.g., equipment installation and core drills) must have

documentation that demonstrates the seismic qualification of the structures will not be

negatively affected.

1.10 LIQUID EFFLUENTS

1.10.1 In accordance with the Contract Document, Part IV, Special Provisions SP-4 and SP-5,

and PRC-PRO-SH-40078, when the Contractor brings chemicals on site, the activity is

subject to the Buyer’s Chemical Management System Program. The Contractor shall fill

out and keep current a Chemical Inventory Worksheet (form A-6004-750).

1.10.2 SDSs for hazardous chemicals (as defined by 29 CFR 1910.1200) that will be used

during the work activity shall be kept current. Contractor shall provide the list to the

assigned BTR when list has been updated.

1.10.3 Contractor shall submit detailed information relative to any anticipated process involving

the application of volatile chemicals (e.g., use of a volatile cleaning agent, application of

polyurethane coating, etc.).

1.10.4 Concrete rinsate discharge locations require approval by the Buyer. Concrete rinsate

discharge authorization forms shall be completed and approved prior to discharge.

1.10.5 Liquid discharge for hydro testing, flushing, or other construction operation other than

dust control, requires pre-approval by the Buyer and shall be performed in accordance

with the State Waste Discharge Permit. The Contractor shall establish a lined pit at a

Buyer-designated location for rinsate discharges to allow evaporation of free liquid prior

to disposal of dry residues.

a. No water shall be discharged within 300 horizontal feet of any known crib, catch basin,

infiltration trench, or underground disposal area.

b. No discharge shall be allowed within a surface contaminated area (areas with dangerous

waste and/or radioactive contaminants), unless discharge is an approved incidental release.

c. Other restrictions identified in the State Waste Discharge Permit and the accompanying

conditions include the need to reuse/recycle and the need to discharge to the Treated

Effluent Disposal Facility; discharge rate, volume, additives, source water, contaminants,

and logging are also covered in permit conditions (Pollution Prevention and Best

Management Practices section in the permit).

1.11 AIR EMISSIONS

1.11.1 The following emissions are regulated and shall comply with applicable federal, state,

and local laws, regulations, and requirements:


a. Fugitive emissions and dust

b. Abrasive blasting

c. Ozone-depleting substances

d. Non routine (unplanned) emissions

e. Radioactive airborne emissions (from disturbing contaminated soil)

1.11.1.1 Contractor shall prepare and submit to the Buyer an air emission sources inventory prior to

starting work.

1.11.2 Contractor shall take reasonable precautions to minimize fugitive dust during

performance of this Work.

1.11.2.1 Contractor shall prepare dust control plan in accordance with Benton Clean Air Authority

guidelines and submit the plan to the Buyer for approval prior to commencement of work

activities.

1.11.2.2 Any new work which may cause a potential for radioactive dust requires prior BTR approvals

since extra measures to prevent and/or control dust may be required.

1.11.3 Contractor shall not conduct open burning without the express written approval of BTR

or CM.

1.11.4 Air emission sources also include non-road internal combustion engines for power

generator or air compressor, loader, backhoe, welder, chain saw, etc. Licensed motor

vehicles, pursuant to RCW 46.16 are exempt from the inventory. However, mounted

internal combustion engines not used to propel the vehicle (e.g., mounted generator)

shall be inventoried.

1.11.5 Contractor shall notify the Buyer’s FWS prior to bringing to the Hanford Site or

swapping out a non-road or stationary air emission source (e.g., diesel-powered electric

generator, engine powered mobile light plant) and provide the following information:

a. Date the unit was installed and stationed at the location where it is to be used

b. Date the unit was taken out of service (when available)

c. Unit description (i.e., manufacturer, model number, manufacture date, license plate

number)

d. Fuel consumption at full load

e. Intended use/function (emergency/non-emergency, electric generator/lighting plan, etc.)

f. Maximum power output of the unit in brake horsepower

g. Cylinder displacement

h. Unit POC

i. Certificate of Conformity (if applicable)

j. Location (if moved, note the new location and date it was put at that location)


1.11.6 Contractor shall not procure, construct, or modify an air emission unit that will remain on

the Hanford Site after completion of the work associated with this Contract without

express written authorization from the BTR. Contractor shall inform the BTR as early as

possible of any plan to procure, construct, modify, or conduct decommissioning of any

potential source of air emissions. Contractor shall not commence procurement,

construction, or modification of any such emission source without express written

authorization from the BTR or CM. (Modifying an air emission source involves any

action taken that could potentially increase the rate of emissions from that source.

Decommissioning involves decontamination, demolition, or disposition.)

1.11.7 The Contractor shall comply with PRC-PRO-SH-40078, Appendix F, Section 2.15, for

controlling exposures to airborne hexavalent chromium. These requirements are

specifically applicable to welding, grinding, torch-cutting, metal buffing and metal

polishing, and spray painting activities.

1.11.8 Contractor shall use certified technicians and perform work involving ozone depleting

substances in accordance with 40 CFR 82.

1.11.8.1 Before distributing or excessing an operational appliance containing refrigerants, request that a

certified refrigerant technician examine the appliance and verify that the appliance is

operational and has a fully assembled refrigerant circuit. Have the technician generate a signed

statement of such condition, and provide a copy of the verification statement along with the

equipment when if it is removed from the Hanford Site for re-use.

1.11.8.2 Before distributing or excessing a non-operational appliance containing refrigerants, or

disposing of any appliance containing refrigerants, arrange to recover the refrigerant by a

certified refrigerant technician using only EPA-approved recycling/recovery equipment.

Note: A small appliance shall be evacuated to 4 in. of mercury (for purposes of disposal,

recover 90% of the refrigerant in the appliance when the compressor in the appliance is

operating or 80% of the refrigerant in the appliance when the compressor in the appliance is

not operating).

1.12 CONTINGENCIES

1.12.1 Isolate and secure spill area in a manner that protects human health and the environment.

Take direct action if nature of spilled or unforeseen waste material is known and if

material can be immediately and safely absorbed, neutralized, or otherwise controlled.

1.12.2 Notify the Buyer upon occurrence or discovery of hazardous substances and

non-hazardous material spills and of unforeseen dangerous waste generation.

Notification shall identify waste stream if known and include identification and quantity

of waste. Clean up areas contaminated by spilled material and manage spill residues in

accordance with this Section.

PART 2 – PRODUCTS

Not used.



Not used.

END OF SECTION


SECTION 01150 – TRAINING AND QUALIFICATIONS

PART 1 – GENERAL

1.1 REFERENCES

1.1.1 The following documents and others referenced therein form part of Contract to extent

designated in this section. Referenced documents are those current as of the date of this

Section unless otherwise stated.


Title 49 Transportation

Part 383 Commercial Driver’s License Standards

Part 390 Federal Motor Carrier Safety Regulations

Part 851 Worker safety & Health Program (851.25)

1.1.1.2 U.S. Department of Energy, Richland Operations (DOE/DOE-RL)

DOE/RL-92-36 Hanford Site Hoisting and Rigging Manual

DOE-0336 Hanford Site Lockout/Tagout Procedure

DOE-0343 Hanford Site Stop Work Procedure

DOE-0344 Hanford Site Excavating, Trenching, and Shoring Procedure (HSETSP)

DOE-0346 Hanford Site Fall Protection Program (HSFPP)

DOE-0352 Hanford Site Respiratory Protection Program


DOE-0355 Hanford Standardized HAZWOPER Training Program Description

1.1.1.3 Washington Administrative Code (WAC)

Title 296 Department of Labor and Industries

1.2 SUBMITTALS


1.2.2 Approval Required

1.2.2.1 Before starting work, submit documentation of successful completion of training requirements

and certification that all training is current.


1.2.3.1 Hoisting and rigging: 5 days after starting work, complete on-the-job evaluation (OJE) required

for hoisting and rigging operations as stated in paragraph 1.3.1.8 in this Section.


1.3 REQUIREMENTS

1.3.1 General

1.3.1.1 Contractor is expected to provide appropriately trained and qualified staff to perform the type

of work associated with their skill of craft (electrician, pipefitter, etc.) at the Hanford Site. The

Contractor shall provide a base staff consisting of a safety representative (SR) and FWS to

administer the Work.

1.3.1.2 Contractor’s workforce will be required to complete the Construction Contractor

Worker - Craft Safety Orientation (form A-6006-763) prior to performing work on the site.

1.3.1.3 Contractor must comply with all U.S. Department of Transportation (DOT) Federal Motor

Carrier Safety Administration regulations for the operation of Commercial Motor Vehicles on

the Hanford Site to include 49 CFR Parts 40, 382, 383, 385, 387, and 390 – 396.

Transportation of Hazardous Materials under this Contract is not permitted.

1.3.1.4 Personnel Qualification

Contractor’s Superintendent shall be present during all craft work. The Superintendent and SR

shall be present on site daily for the pre-job meeting and for coordination while craft are

performing work.

(a) Project Manager

Minimum 10 years of project management experience for civil projects of similar type

and complexity to this SOW.

Minimum of 5 years of DOE project experience required.

(b) On-Site Safety Representative

Must have a Construction Health and Safety Technician Certification or Occupational

Health and Safety Technologist Certification by the Council on Certification of Health,

Environmental and Safety Technologists, or be an Associate Safety Professional or a

Certified Safety Professional from the American Board of Certified Safety

Professionals.

10 years full-time experience in a safety and health position in industrial safety, and

familiar with radiological contaminated materials and chemical and hazardous material

handling experience.

OSHA 10-hour training required.

(c) On-Site Field Superintendent

Contractor’s Superintendent shall dedicated full-time to the project. The Superintendent

shall be nonworking (not permitted to operate equipment, machinery, perform hands on

craft duties, or function in any other capacity other than as the dedicated

Superintendent).

Minimum 10 years general construction experience. Minimum 5 years supervisory

level experience, which shall include labor management associated with bargaining

units.


Contractor’s proposed Superintendent must have prior working experience as a field

Superintendent whose work experience includes successful and satisfactory completion

of a construction project within the past 5 years that involved work under high hazard

and radiological conditions in a nuclear environment.

Familiar with supervising work involving radiologically contaminated materials and

chemical and hazardous material handling experience.

This standard is met with the submittal of a resume with proposal for Contractor’s

Superintendent which, along with Buyer-confirmed work experience, demonstrates that

the individual proposed as the Superintendent has previous Hanford Site or DOE

construction services contract experience that included high hazard work and that the

individuals’ work was performed to the satisfaction of the customer.

OSHA 10-hour training required.

(d) Fall Protection Competent Person

The Fall Protection Competent Person shall meet the criteria as defined in the HSFPP

and the Contractor shall submit proof of completion of course 600058 prior to the start

of work.

(e) Excavation, Trenching, and Shoring Competent Person

The Excavation, Trenching, and Shoring Competent Person shall meet the criteria as

defined in the HSETSP and the Contractor shall submit proof of completion of course

600056/750000 prior to the start of work.

(f) Fabrication Manager

The Fabrication Manager must have at least 2 years working experience managing steel

fabrication work within the past 5 years that includes fabrication of safety significant

items under ASME NQA-1.

1.3.1.5 Task- and facility-specific training is required in this SOW, the Contract Provisions, and other

documents referenced herein. The training listed may not be all-inclusive of training required.

1.3.1.6 Excavation crew and craft personnel associated with operating in the CTA shall at a minimum

include courses 020001 and 031220 in addition to the applicable training based on Contractor

means and methods.

1.3.1.7 Required training shall be completed prior to related work being performed.

1.3.1.8 The Buyer will provide task- or facility-specific training required for the Hanford Site, which

includes the class, instructor, and required training material. Contractor is responsible for cost

of labor to complete all required training.

1.3.1.9 When offsite equivalent training is available, Contractor is responsible for all training costs.

The Buyer will provide equivalent onsite training or reimbursement for any equivalent

onsite/offsite training costs approved by the Buyer prior to training.

1.3.1.10 The Buyer will provide for OJEs when they are required by Contract.

1.3.1.11 For previous training to be acceptable for Hanford Site qualification, documented evidence

shall include type and class of equipment. For qualifications not related to equipment


operation, personnel shall have documented evidence of training and experience related to an

activity covered under this SOW.

1.3.1.12 Contractor shall maintain copies of personnel training records at the jobsite.

1.3.2 Site-Required Training

1.3.2.1 CHPRC General Employee Training (CGET) or Hanford General Employee Training (HGET):

Mandatory for all Contractor and subcontractor personnel performing work on the Hanford

Site. Previous CGET training may be acceptable. Contact the Buyer.

1.3.2.2 When performing work in a Buyer-designated operating nuclear facility, Contractor personnel

shall receive all required Facility Emergency Hazard Identification Checklist (FEHIC) training,

facility safety basis overview, and facility system overview prior to performing work.

• Computer-based WESF FEHIC training (course 03E179)

• Computer-based WESF Facility Orientation training (course 400811)

1.3.3 Qualification Training

1.3.3.1 Electrical work scope shall be performed by qualified electrical workers and qualified

instrument specialists in accordance with DOE-0359. Completion of the Buyer’s Electrician

Qualification Verification Checklist (courses 60038A or 60038B) shall be required. Submit

completed checklist prior to onboarding any electricians to perform work.

1.3.3.2 DOE/RL-92-36 provides qualification for rigging operations. The Contractor may submit

employee record of equivalency (i.e., experience and union affiliation), but is required to pass a

written or oral examination; operators of cranes, forklifts, and aerial lift personnel performing

rigging activities shall also satisfactorily complete an OJE.

Note: Employee training is tailored to the work task performed by each employee.

Contractor shall submit a training matrix to identify worker assignment and

applicable training for each employee.

1.3.3.3 Task-specific or unique training or qualifications required for this task includes (but is not

limited to) the following courses.

Hanford Course No. Course Title

000001 HGET - CBT

000006 CGET – CBT

03E179 Fuels Facilities FEHIC Training

400811 WESF Facility Orientation - CBT

170664 Hoisting & Rigging Manual (DOE/RL-92-36) Overview

021851 10 CFR 851 Orientation

040784 Basic Crane & Rigging Safety

042865 Advanced Rigging (OJE)

042310 Advanced Rigging Techniques



042860 Incidental Rigging (OJE)

042321 Mobile Crane Operation and Setup

042327 Load Charts & LMI Initial Training

042930 Mobile Crane Inspection

044710, 22, 23 or 24 Mobile Crane (OJE)

044900 Critical & Special Lifts (DL Only)

044470 Forklift Operational Safety

044671, A, B, C, D, E or F Forklift - (OJE)

044475 Class 8 Forklift Setup Operation & Load Charts

041885 Forklift Inspectors

042720 or 043920 for class 1-4,

or 043830 for class 5-6

Aerial Lift Operator Course

044681, or 04468A-E Aerial Lift Operator OJE

041886 Aerial Lift Inspection

600078 CHPRC Vehicle Spotter Awareness Training

042730 Flagging & Traffic Control

050411 Load Securement for Drivers & Traffic Personnel

050412 Load Securement Practical (Teamsters Only)

044605 Equipment Operation Near Power Lines

600630 Conduct of Work

600664 General Hazard Analysis (GHA) Annual Review

600667 Building Trades Craft Hazard Analysis (CHA)

020001 Radiological Worker II Initial Training

031220 40 –Hour Hazardous Waste Worker

031310 8-Hour Hazardous Waste Site Manager/ Supervisor

020150 Lead (Pb) Worker Training

62006L CHPRC Asbestos Awareness

031420 3-Day Supervised Field Experience

026100 OSHA 10-Hour Health and Safety (FWS & Safety only)

170500 Basic Medic First Aid/CPR/AED (FWS & Safety only)

044400 Fire Watch Training

044480 Basic Electrical Safety Training

043870 NFPA-70E Standards for Electrical Safety

044482 DOE-0359 Hanford Site Electrical Safety Program



600330 CHPRC Electrical Supervisor/Foreman Checklist

60038A or 60038B CHPRC Electrician Qualification Verification Checklist

020083 Federal Motor Carrier Safety Regulations for Drivers

020084 Federal Motor Carrier Safety Regulations for managers and

Supervisors

020147 Fall Hazard Recognition and Prevention

020146 Fall Protection PFAS Users

600058 CHPRC Competent Person – Fall Protection

044391 Portable Ladder Safety - CBT

044392 Competent Person Portable Ladder Inspection - CBT

600056 CHPRC Competent Person - Excavation

750000 Excavation, Trenching and Shoring Competent Person Training

00313I Hanford Site Lockout/Tagout for Authorized Worker – Initial

044371 Users Scaffold Safety - CBT

044372 Scaffold Safety for Inspectors

044373 Scaffold Safety for Erectors/Dismantlers

020134 Hanford Site Confined Space Entry

020066 Respiratory Knowledge Based Initial

620193 CHPRC Temperature Extremes - CBT

620194 CHPRC Hearing Conservation - CBT

6C1900 Authorities for COVID-19 Guidance and Social Distancing

PRC-MD-SH-5405 COVID-19 Briefing and Implementation of Social Distancing

Guidelines

1.3.4 Other Training

Not used.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01200 – PROJECT MEETINGS

PART 1 – GENERAL

1.1 SUMMARY

1.1.1 General purposes of conferences and meetings addressed in this Section are coordination,

control, and direction of the Work. In addition to meetings addressed by this Section,

Contractor may be required by other sections and other Contract documents to conduct

special-purpose meetings and various safety meetings and briefings.

1.1.2 The Buyer will issue meeting notices and prepare an agenda and minutes for each

conference and meeting addressed in this Section. When applicable, minutes will identify

action items, assigned actionees, and due dates.

1.2 SITE LABOR CONFERENCE

1.2.1 Before start of Work, Contractor shall conduct a conference at a time and Hanford Site

location agreed upon by Contractor and the Labor Organization representatives.

1.2.2 Invited attendees shall include the Buyer, Contractor, subcontractors, Labor

Organizations representing utilized crafts, and others having an interest in Hanford Site

labor requirements.

1.2.3 Purpose of the conference is familiarization of project participants with Hanford Site

labor requirements. Conference shall last approximately 1 hour and shall include a

presentation by the Contractor of the proposed craft utilization and work plan.

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Before start of the Work, the Buyer will conduct a conference at a time and Hanford Site

location agreed to by Contractor and the Buyer.

1.3.2 Invited attendees will include the Buyer, Contractor, subcontractors, and others having

an interest in the Work

1.3.3 Purpose of the conference is the coordination of Work startup and familiarization of

project participants with the Work and worksite. The conference will last approximately

2 hours and will include the following agenda.

a. Certified payrolls

b. Construction progress meetings

c. Forms required by the SOW are listed below. The Buyer will provide reproducible

masters.


• Construction Daily Activity Report (form A-6004-822)

• Work Release for Construction Service Organization (form A-6004-967)

• Buyer’s Change Form (form A-6004-820)

• Chemical Inventory Worksheet (form A-6004-750)

• Buyer’s Contractor Document Submittal (form A-6004-757)

• Request for Clarification or Information (RCI) (form A-6004-833)

• Craft-Specific Job Safety Analysis/Position Hazard Analysis (K-1 JSA/PHA)

(form A-6004-783)

• Job Safety analysis/Activity Hazard Analysis (K-2 JSA/AHA) (form A-6004-784)

• Task-Specific Job Safety Analysis (K-3 JSA) (form A-6004-785)

• Significant Discharge Log (form A-6002-294)

• Contractor – Job Site Safety Inspection/Observation Checklist (form A-6004-815)

• Other Site Forms that may be reviewed that this meeting are as follows:

Form No. Title

A. Form A-6005-436 Generator Initial Start-Up Checklist

B. Form A-6005-437 Hanford Generator Re-Start-Up Checklist

C. Form A-6004-929 Construction Completion Document

D. Form A-6004-590 Waste Planning Checklist

E. Form A-6004-952 Formal Pre-Job Briefing Checklist

F. Form A-6006-539 Construction Lost Time/Work Delay Notification

G. Form A-6004-286 Fall Protection Work Permit

H. Form A-6006-914 Mobile Equipment Daily Pre-Use Inspection Checklist

I. Form A-6006-916 Mobile Equipment Operation Worksite Pre-Use Checklist

J. PTS-PD-19-001 Compensatory Actions for Conduct of Operations Events

K. PTS-PD-19-002 Compensatory Action for LO/TO Events

L. Form A-6005-414 PRC ERDF Container Verification Data Sheet

d. Material and equipment lists

e. Points of contact and key personnel representing the Contractor and Buyer (areas

covered will include safety, QA/QC, Price-Anderson Amendment Act [PAAA],

acceptance inspection, and construction engineering)

f. Quality requirements


g. Report requirements

h. Safety

i. Schedule requirements, schedule constraints, and work limitations

j. Submittals

1.4 CONSTRUCTION PROGRESS MEETINGS

1.4.1 Every week the Buyer will conduct a progress meeting at a time and Hanford Site

location determined during the Preconstruction Conference.

1.4.2 Invited attendees will include the Buyer, Contractor, and subcontractors.

1.4.3 The purpose of the meetings is the exchange of Work-related information. Average

meeting will last approximately 2 hours and will include the following agenda items:

a. Safety

b. QA

c. Progress

d. Submittal status

e. Schedule, cost, and construction status

f. RCI(s) status

g. Design and scope changes

h. Material and equipment status

i. Problem areas

1.4.4 Contractor to provide six copies of 2-week look-ahead schedule for review during the

meeting. Refer to Section 01315, “Project Schedules, Project Controls, and

Project Performance Milestones” for level of detail required on 2-week look-ahead

schedule.

1.4.5 The Contractor shall complete Construction Daily Field Reports (DFR)

(form A-6004-822) and Lost Time/Work Delay Notification (form A-6006-539), if

applicable. The Contractor shall provide the Buyer’s PTS FWS with a Construction DFR

identifying detailed work activities performed for the day: craft by name/hours worked

and company, supervision by name/hours worked and company, any detailed

problems/issues/delays, vehicles/equipment used, detailed work activities planned for the

next day, safety observations, Lost Time/Work Delay Block #14, etc. Construction DFRs

shall be submitted by WP to the Buyer by 10:00 a.m. each workday documenting the

previous workday’s activities. DFRs will be filled out until the project is completed or

terminated. A DFR shall be submitted on days (normal workdays) where no work has

been done.

PART 2 – PRODUCTS

Not used.



Not used.

END OF SECTION


SECTION 01300 – SUBMITTALS

PART 1 – GENERAL

1.1 SUMMARY

1.1.1 This Section provides the general procedures and requirements for preparing and

processing submittals. Required submittals are identified in other Specification sections,

other SOW sections, and the Buyer’s Occupational Safety and Industrial Hygiene

Manual. Required submittals are also summarized by the Buyer on the Master Submittal

Register. An example submittal register is shown in this Section. The submittal register

may not be all-inclusive, and identifies documents required with proposal submittal,

post-award/prior to notice to proceed (NTP), and post NTP.

1.1.2 Requests for substitutions are prepared in accordance with Section 01630, “Product

Options and Substitutions” and processed in accordance with this Section. “Deliverable

documents” differ from submittals and are processed in accordance with Section 01720,

“Project Record Documents.” Deliverable documents are QA documents and are

required by technical sections of the Specification.

1.2 CLARIFICATIONS

1.2.1 Contract documents take precedence if a conflict exists between those documents and the

submittal register. Immediately notify the Buyer of discrepancies in the submittal

register.

1.2.2 Approval of a specific item does not constitute approval of a system or assembly of

which an item is a component.

1.2.3 Materials and equipment that differ from approved submittals are subject to rejection and

replacement at Contractor’s expense.

1.2.4 Delays arising from failure to provide required submittals in a timely manner will not

constitute excusable delays for extension.

1.2.5 Standard processing time of submittals by the Buyer is under 5 working days and is

measured from date of submittal’s receipt by the Buyer to date of return mailing.

1.3 SUBMITTAL BY CONTRACTOR

1.3.1 The Contractor submittals identified herein on the submittal register shall be submitted to

the Buyer’s Construction Document Control by the Contractor using the Contractor

Document Submittal (A-6004-757). Instructions for completion of the submittal are

included with the form.

1.3.2 The quantity, frequency, and type of submittal shall agree with the requirements set forth

on the submittal register. The submittal number shall be entered on the submittal form by

the Contractor in accordance with the submittal register. This number is used to identify

each submittal.

1.3.3 When any submittal is returned to the Contractor with a request to resubmit (i.e., marked

as: “B-yes” “Minor Comments – Approved With Exceptions as Corrected Re-submittal


Required”; or “C” “Not Approved Revise and Resubmit”) the Contractor shall resubmit

all corrected documents within the time specified on the returned submittal form, or if no

time is specified, within 5 working days from the disposition date.

1.3.4 Contact the Contract Specialist if additional submittal numbers are required.

1.3.5 Changes to a Contractor’s deliverables that have not been accepted by the Buyer as

complete shall be re-submitted using the submittal form and in accordance with the

Contractor’s Buyer-approved Quality Assurance Program (QAP).

1.4 MASTER SUBMITTAL REGISTER

Appendix B provides the master submittal registers for Task 1 (Table B-1) and Task 2

(Table B-2).

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01315 – PROJECT SCHEDULES, PROJECT CONTROLS,

AND PROJECT PERFORMANCE MILESTONES

PART 1 – GENERAL

1.1 SCHEDULES

1.1.1 Schedule Preparation

1.1.2 Schedules shall be prepared using Primavera Project Planner (P6)® as stated, unless

agreed to by BTR.

1.1.3 The schedule format shall be a detailed, integrated, Critical Path Method time-scaled

logic diagram(time-scaled activity bars and constraints). As a minimum, activity bars,

activity descriptions, activity IDs, constraints, milestones, and critical path shall be

shown on the diagram. The schedule shall be in the form of a progress chart of suitable

scale to indicate appropriately the percentage of work scheduled for completion by any

given date during the contract period of performance. Identify critical pat activities,

including logic sequence and relationship of activities for engineering, design,

submittals, procurement, fabrication, delivery, erection, installation, and testing work

covered by the contract.

1.1.4 Activity durations shall be in working days. Typically, activity durations shall not

exceed 20 days, with exception of level-of-effort activities. Activity titles shall be self-

explanatory, with abbreviations shown in a legend on document. Identify early start,

early finish, constrained activities, total float, and critical path.

1.1.5 Schedules shall be resourced loaded at a level of detail providing accurate expenditure

plan.

1.1.5.1 A sample P6 Activity Code Structure and Work Breakdown Structure (WBS) will be provided

to the Contractor in order to assist in the preparation of the Construction Schedule, which will

enable communication and downloading of the Contractor’s schedule with the Buyer’s Field

Execution Schedule (FES).

1.1.5.2 Identify initial project schedule as Revision 0. This schedule, when approved, is the baseline

project schedule.



1.1.7.1 Initial Project Schedule: With proposal, submit separate Level 3 schedules for Tasks 1 and 2

covering activities for the duration of each task under the Contract. The Task 1 and 2 schedules

may be in the same electronic file and may, at Contractor’s discretion, have interfacing logic.

1.1.7.2 Startup Project Schedule: 10 days after Notice of Award, submit a Level 4 schedule covering

activities for the first 60 days of Contract.

® Primavera Project Planner (P6) is a registered trademark of Oracle, Redwood City, California.


1.1.7.3 Weekly Work Schedules: Provide a 3-week “look ahead” schedule, updated weekly, 1 day

prior to each scheduled Weekly Progress Meeting (Section 1200 paragraph 1.4.1).

1.1.7.4 Revised Schedules: When required, submit revised project schedules as specified in

paragraph 1.3 in this Section.


1.1.8.1 Progress Reports: 1 month after submittal of project schedule, and monthly thereafter, submit a

progress report as specified in paragraph 1.5 in this section.

1.2 SCHEDULE REVISIONS

1.2.1 Whenever the Buyer determines that there are significant variances between actual and

scheduled progress, endangering completion of the Contract Work within the scheduled

time, the Contractor may be required to prepare and submit revised project schedules

including corrective action plan(s).

1.2.2 Make schedule revisions in accordance with the following:

1.2.2.1 Show progress to date of submittal and projected completion dates for each activity.

1.2.2.2 Identify activities modified since the previous submittal, major changes in scope, and other

identifiable changes.

1.2.2.3 Provide a narrative report defining the problem areas, anticipated delays, and schedule impacts.

1.2.2.4 Describe corrective action taken, or proposed, and its effect, including changes in schedules of

subcontractors.

1.2.3 Send copies of revised schedules to the BTR. Notify subcontractors, suppliers, and other

concerned entities, instructing them to promptly report, in writing, problems anticipated

due to revisions.

1.2.4 Upon approval, a revised schedule becomes the new baseline.

1.3 MILESTONES

Buyer-planned milestones related to this SOW are listed in Table 1 (for Task 1) and Table 2

(for Task 2), below.

Table 1. Task 1 Construction Milestones (WESF Modifications)

No. Milestone Datea

1.0 General Conditions

1.1 Notice to Proceed (NTP) – Task 1: WESF Mods Construction NTP

1.2 APW Submittals and Initial Training NTP - 36d

1.3 Complete Site Mobilization NTP + 29d

1.4 Construction Begins NTP + 30d

1.5 Start Task 1, Phase 2 – Punch-list/Testing/Repairs during

Equipment Install

NTP + 556d



No. Milestone Datea

1.6 Construction Complete NTP + 631d

1.7 Complete Task 2, Phase 2 – Punch-list/Testing/Repairs during

Equipment Install

NTP + 721d

2.0 Complete Procurement/Fabrication

2.1 Complete Fabricate Terminal Box (Camera System) NTP + 42d

2.2 Complete Fabricate ATMS Assemblies (Operating Gallery) NTP + 42d

2.3 Complete Procure Electrical Materials NTP + 87d

2.4 Complete Fabricate TBX-225-OG-AWS,TBS-225B-CAN-AWS

Terminal Box Assemblies

NTP + 87d

2.5 Complete Fabricate Shielding Case NTP + 87d

2.6 Complete Fabricate PNL-G/TP-3 (Operating Gallery) NTP + 113d

2.7 Complete Procure Hose Reel NTP + 113d

2.8 Complete Fabricate Shield Plug (Access Plugs) NTP + 140d

2.9 Complete Fabricate UCS Storage Racks NTP + 148d

3.0 Truck Port Apron Demolition/ Construction

3.1 Truck Port Apron Area - Complete Demolition NTP + 86d

3.2 Truck Port Apron Area - Complete Transfer Station Pad NTP + 192d

3.3 Truck Port Apron Area - Complete Bldg 282-B Fire Alarm NTP + 100d

3.4 Truck Port Apron Area - Complete Drains / Cleanouts NTP + 128d

3.5 Truck Port Apron Area - Complete HVAC Pad NTP + 177d

3.6 Truck Port Apron Area - Complete Sidewalk NTP + 189d

3.7 Truck Port - Complete Demolition NTP + 192d

4.0 Truck Port – Complete Concrete Slab

4.1 Complete Concrete Slab Upgrade (Includes finish & paint) NTP + 339d

4.2 Complete Install Ancillary Guides, Protectors, & Ramp NTP + 399d

5.0 Complete Construction

5.1 Complete Truck Port & WESF Fire Protection NTP + 316d

5.2 Complete Truck Port - Rollup Door NTP + 367d

5.3 Complete Truck Port - Piping NTP + 365d

5.4 Complete Truck Port - HVAC NTP + 378d

5.5 Complete G-Cell (Excludes Piping & Supports) NTP + 267d

5.6 Complete Install G-Cell Piping & Supports NTP + 618d



No. Milestone Datea

5.7 Complete Outdoor Equipment - Bottle Storage Enclosure NTP + 351d

5.8 Complete Outdoor Equipment - HVAC NTP + 280d

5.9 Complete Mechanical - Operating Gallery NTP + 387d

5.10 Complete Mechanical - Second Floor NTP + 210d

5.11 Complete Electrical - Operating Gallery NTP + 422d

5.12 Complete Electrical - Truck Port & Site NTP + 483d

5.13 Complete Electrical - Second Floor NTP + 484d

5.14 Complete Electrical - Wire Run & Conduit NTP + 534d

5.15 Complete Electrical - Camera System NTP + 387d

5.16 Complete Instrumentation NTP + 511d

a. d = Calendar days after NTP.

Table 2. Task 2 Construction Milestones (CSS Equipment Installation)

No. Milestone Datea

1.0 CSS BFE Install General Conditions

1.1 NTP – Task 2: CSS BFE Installation NTP

1.2 Complete Site Mobilization NTP + 24d

1.3 Initial Planning & Training NTP + 59d

1.4 Start Installation of CSS BFE NTP + 63d

1.5 Complete Punch-list / Final Testing NTP + 329d

1.6 Complete Demobilization NTP + 343d

1.7 CSS BFE Installation Complete NTP + 343d

2.0 BFE Installation

2.1 Complete CSS BFE Install – G Cell NTP + 178d

2.2 Complete CSS BFE Install – Operations Gallery NTP + 106d

2.3 Complete CSS BFE Install - Canyon NTP + 231d

2.4 Complete CSS BFE Construction Acceptance Testing NTP + 303d

a. d = Calendar days after NTP


1.4 WEEKLY WORK SCHEDULE PREPARATION

1.4.1 Each week, prepare a detailed schedule of the next 2-weeks’ work. Base weekly work

schedules on the activity schedule. Electronic generation of these schedules is not

required. Include the following:

a. Work description

b. Location of the Work

c. Work involving outages, overtime, weekends, etc.

1.5 PROGRESS REPORT PREPARATION

1.5.1 Construction Daily Field Report (DFR) (form A-6004-822): Before close of business

each day, deliver to the Buyer’s FWS one copy of the DFR, identify the work performed

for the day; craft, supervision, and subcontractor manpower; onsite equipment, problems,

issues, or delays; safety, etc. The report shall include a general description of the work

performed, periods of downtime or delay, pre-job briefing checklist, and a list of major

items of equipment that are onsite.

1.5.2 Prepare a summary progress report each reporting period, show actual progress versus

scheduled progress. Scheduled progress is given by baseline project schedule. Show

actual progress in the form of percentages completed for activities or resources. The

monthly progress report is due within 6 workdays of the Buyer’s fiscal month end

(generally, the last Sunday of each month). The Buyer will provide fiscal month end

calendar.

1.5.3 Physical progress will be validated by a weekly walk down of the fieldwork by the

Contractor and the Buyer’s CM. When both parties are in agreement with the physical

percent complete of the project the Contractor will provide a joint signed copy of the

Schedule of Values (SOVs) to the BTR for incorporation into the Buyer’s FES and

performance measurement baseline schedules. This weekly progress will be used to

determine payment to the Contractor on a monthly basis.

1.5.4 A variance analysis shall be prepared on the current month and cumulative to date, and

shall include cause, impact, and corrective action. Variance analysis shall include

explanations, as required, to adequately address problems.

1.5.5 Report funds expended as both dollar amounts and percentages of budgeted totals for

each activity shown on schedule, listing amounts for labor, equipment, and materials

separately.

1.5.6 The project schedule shall be updated weekly to support integration into the Buyer’s FES

and the development of products for weekly meetings. If necessary, this shall include an

update in electronic form (“XER” format) and a hard copy of the statused schedule.

1.5.7 The Contractor shall be prepared to provide explanations and corrective actions for any

activities with variances to the previous week or to the baseline schedule.

1.5.8 Physical progress of scheduled activities will be used to determine monthly progress

payments made to the Contractor. Requests for progress payments shall be directly


related to physical progress shown in relation to the approved baseline project schedule

and/or approved SOVs.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01400 – QUALITY ASSURANCE AND CONTROL

PART 1 – GENERAL

1.1 REFERENCES



of this Section unless otherwise indicated.

1.1.1.1 American Society of Mechanical Engineers (ASME)

NQA-1: 2008 w/ 2009 Addenda Quality Assurance Program Requirements for Nuclear

Facility Applications

1.1.1.2 American Society for Quality (ASQ)

ASQ/ANSI-E4 Specifications and Guidelines for Quality Systems for

Environmental Data Collection and Environmental

Technology Programs


Title 10 Energy

Part 50 Domestic Licensing of Production and Utilization

Facilities

Part 72 Licensing Requirements for the Independent Storage of

Spent Nuclear Fuel and High-Level Radioactive Waste

Part 830, Subpart A Quality Assurance Requirements

1.1.1.4 U.S. Department of Energy (DOE)


DOE G 414.1-3 Suspect/Counterfeit Items Guide for Use with

10 CFR 830, Subpart A, Quality Assurance

Requirements, and DOE O 414.1C, Quality Assurance

1.1.1.5 Factory Mutual (FM)

Approval Guide

1.1.1.6 Institute of Electrical and Electronics Engineers (IEEE)

IEEE C2 National Electrical Safety Code® (NESC®)

1.1.1.7 International Standards Organization (ISO)

ISO 9000:2000 Quality Management and Quality Assurance

Standards


1.1.1.8 Intertek Testing Services NA, Inc. (ITSNA)

ETL, Section 1 Electrical Products/Gas/Oil Fueled Products

1.1.1.9 National Electrical Manufacturers Association (NEMA)

MG-1 Motors and Generators


NFPA 70®-2017 National Electrical Code® (NEC)

1.1.1.11 Underwriters Laboratories (UL)

Electrical Appliance and Utilization Equipment Directory

Electrical Construction Materials Directory

1.2 SUBMITTALS



1.2.2.1 With proposal, submit a QAP meeting the requirements of the Contract and this Section.

Include subcontracted work and work performed off of the Hanford Site. If QAP is based on a

consensus national standard or other quality management system, furnish a matrix showing the

cross-references between the QAP and the standard or system. The Buyer shall evaluate the

Contractor’s QAP prior to contract award. This evaluation may include a survey of quality

program implementation at the Contractor’s facilities.


1.2.3.1 At project completion submit a written statement warranting that all items supplied under

Contract are genuine, new, and unused in accordance with paragraph 1.4 in this Section.

1.3 QUALITY ASSURANCE PROGRAM REQUIREMENTS

1.3.1 The QAP requirements imposed by this Specification are under the authority of the

PAAA of 1989. QA provisions are developed from DOE’s Nuclear Safety Management

Regulation (10 CFR 830.120). QAPs developed from other national standards (e.g.,

ASME NQA-1, 10 CFR 50, 10 CFR 72, ISO 9000, ASQ/ANSI-E4) may be used as a

basis for satisfying the criteria specified, and should be supplemented and submitted as

necessary to satisfy the requirements.


1.3.2 The QAP shall apply to all activities, including subcontracted activities and for work

performed off the Hanford Site. The QAP shall include provisions for the following:

ASME NQA-1 Requirements

Section Basic Requirement Application

ASME NQA-1-2008 and NQA-1-2009-1a Addenda Part I

1. Organization ALL

2. Quality Assurance Program ALL except 301 for RT, UT, ET, NR

and AE, 303.3, 303.6 and 305

3. Design Control None

4. Procurement Document Control 100, 200, 300 (except ‘changes as a

result of bid evaluations’), and 400

5. Instructions, Procedures, and Drawings ALL

6. Document Control ALL

7. Control of Purchased Items and Services ALL except 506

8. Identification and Control of Items ALL

9. Control of Process ALL

10. Inspection All except 700, 800

11. Test Control ALL except 200(a) relating to computer

program testing, 200(d), 400 and 602

12. Control of Measuring and Test Equipment ALL

13. Handling, Storage, and Shipping ALL except 200, 500

14. Inspection, Test, and Operating Status ALL

15. Control of Nonconforming Items All except 400

16. Corrective Action ALL

17. Quality Assurance Records ALL except 401, 600, and 800 (d)(e)(f)

18. Audits ALL


NQA-1-2008 and NQA-1-2009-1a Addenda Part II

-- Part II, Subpart 2.2 200, 201, 201.3, 201.4, 300, 301, 302,

302.3, 302.4, 303, 305, 305.1, 305.2,

306, 306.1, 306.2, 306.3, 308.1, 308.2,

308.3, 309, 401, 402.1, 402.2, 403.1,

403.2, 403.3, 403.4, 403.5, 403.7, 404,

601.1, 601.2, 602, 602.1, 602.2, 603,

603.1, 603.4, 603.5, 603.6, 604, 604.1,

604.2, 605, 606, 701, and 800

Part II, Subpart 2.14 300, 401 (except 4th Para-Services shall

be evaluated), 500, 601, 602, 604, 606,

and 800


1.3.2.1 Implementation Plans

If, as a result of prior pre-award assessments of the Contractor’s QAP and Implementing

Procedures, some elements required for this Contract are not implemented, some are not

implemented in the written program documentation or some are adequately covered in

documentation, but not implemented in the field. The following must occur.

The Contractor will endeavor to bring their program documentation into full compliance with

all the QAP elements identified in the table within paragraph 1.3.2 in this Section. In addition,

the Contractor shall collect and submit documented evidence as field activities are performed

that demonstrate the implementation of the identified items. Implementation of these items is to

proceed in accordance with the following schedule:

Documentation Needed: Revised documentation shall be submitted to the Buyer within

21 calendar days of the award of the first work release against this Contract.

Field Implementation Needed: Upon award of a work release, Buyer and Contractor shall

agree which outstanding QA elements will be required (or potentially performed) within the

scope, and what documentation is generated for verification. During the performance of

awarded scope, Contractor shall notify Buyer prior to the implementation of any

non-implemented item, and shall generate documented evidence of performance. This

documentation shall be submitted in accordance with the project submittal process. Upon

collection of sufficient documentation, the Buyer shall notify the Contractor that that element

has been sufficiently implemented. Buyer may institute enhanced oversight of these elements

prior to the agreement between Buyer and Contractor to verify the elements have been fully

implemented. Buyer may enlist a third party for independent verification of the

implementation.

1.3.2.2 Management: Program, training/qualification, discrepancy identification, document/records.

a. Quality documents shall describe the organizational structure, functional responsibilities,

levels of authority and interfaces for those managing and performing the Work.

b. Personnel shall be trained and qualified to ensure they are capable of performing their

assigned work. Plans shall address specific training, qualification, and certification

requirements.

c. Items and processes that do not meet the requirements shall be identified, controlled, and

corrected. Identify items or materials that do not meet specified requirements and control

them to prevent inadvertent use, shipment, or intermingling with acceptable materials or

items.

d. Documents shall be prepared, reviewed, approved, issued, revised, and maintained.

Approved and current issues of design documents, applicable submittals, procedures,

procurement documents, and instructions shall be used. Records shall be legible,

identifiable, and retrievable.

1.3.2.3 Performance: Work Processes, Design, Procurement, Inspection, and Testing

a. Items shall be identified and controlled to ensure proper use. Items shall be maintained to

prevent their damage, lost, or deterioration.


b. Design work, including changes, shall incorporate applicable requirements and design

bases and be correctly translated into design outputs.

1. Design inputs and interfaces shall be identified and controlled.

2. Changes to the approved design shall be justified and subjected to measures

commensurate with the original design.

3. For designs not previously proven, adequacy of design outputs shall be verified by

individuals or groups other than those who performed the design. Minimum

verification shall include a checking process.

c. Purchased items and services shall meet established requirements and perform as

specified. Procurement controls shall include actions to prevent the use of suspect or

counterfeit products (paragraph 1.4 in this Section).

d. Contractor shall be responsible for the performance of all inspection and testing activities

as specified in the Contract. Inspection and testing of specified items and processes shall

be conducted using established acceptance and performance criteria.

1. Perform and document inspections and testing required by the Specification.

Documented inspections shall report the true and physical/functional condition of

the inspection activity. As a minimum, prepare daily reports when inspections and

testing are performed. Reports shall provide sufficient detail to describe inspections

and testing performed, with applicable requirements referenced, and results and

determinations of inspections and tests shown.

2. Test procedures, when required, shall include the reference test objectives,

prerequisites, and acceptance criteria. Test procedures shall also identify test

configuration, safety instructions, instrumentation requirements, required

monitoring, and environmental conditions. Test procedure, form, standards, codes,

supplier manuals, and equipment maintenance instructions may be used in lieu of

specially prepared test procedures.

3. Complete required inspections and tests and have documentation available for

review, before requesting overview inspection by the Buyer.

4. Measuring and Test Equipment (M&TE) shall be properly calibrated maintained,

accounted for, and used when required. Calibration shall be traceable to National

Institutes of Standards and Technology Calibration (NIST) Standards. Perform

calibration at specified intervals based on the type of equipment, required accuracy,

and frequency of use, stability characteristics, and other conditions affecting

performance. Maintain records and mark equipment to show calibration status.

5. When M&TE is found to be out of calibration, specify means to identify its use

since the last calibration and methods to re-verify acceptability of items previously

tested.

6. Calibration shall have accuracy traceable to national standards (where they exist),

and calibration standards shall have the accuracy to ensure that the M&TE has the

required tolerances.


1.3.3 Quality Assurance Inspection Requirements

In addition, the Contractor shall comply with the Hanford Site procurement quality clauses

listed in the following table and further detailed in paragraphs 1.3.3.1 through 1.3.3.12 in this

Section.

Procurement Quality Clause List

QA Clause Description

B01 QA Program Submittal and Pre-award Survey

B04 Supplier Quality Program Evaluation

B13 Fabrication/Inspection/Test Plan

B15 Supplier Use of COTS Software

B16 Source Inspection

B18 Supplier Use of Spreadsheet Calculations Using COTS Software

B25 Certified Weld Inspector

B31 Nondestructive Examination Process

B49 Certified Material Test Report

B52 Inspection and Test Reports

B65 NRTL Listed or Labeled Components

B79 Certificate of Conformance

COTS = commercial-off-the-shelf

1.3.3.1 Quality Assurance Program Submittal and Pre-Award Review (B01)

The Contractor shall submit the QAP manual that addresses the QAPs identified herein. The

formal submittal documentation (cover letter) shall identify the specific bid request and project.

If the Contractor’s manual has been previously approved by the Buyer but is not current, the

manual shall be updated and resubmitted to the Buyer with the proposal. If the manual has not

changed since its previous approval by the Buyer, a statement to this effect shall be submitted

with the proposal. The Buyer shall evaluate the Contractor’s QAP prior to Contract award. This

evaluation may include a survey of quality program implementation at the Contractor’s

facilities. If a program change is required, it will be identified to the Contractor prior to

Contract award. A deficient or inadequate program may be used as the basis to deny award of

this Contract.

1.3.3.2 Supplier Quality Program Evaluation (B04)

The Contractor shall document, implement, and maintain a QAP that is consistent with

NQA-1-2008 with 2009 Addenda. The Contractor’s program is subject to review at all times

by the Buyer. The Contractor’s program, written for compliance with a QAP standard other


than the one imposed on the Purchase Order/Contract Order, may be acceptable if it complies

with the QAP requirements specified.

When subcontracting any portion of this SOW, the Contractor is required to invoke the

applicable QAP requirements on the subcontractor.

The Buyer reserves the right to verify the quality of work at the Contractor’s facility, including

any subcontractor’s facility. Access to a subcontractor’s facility shall be requested through the

Contractor and verification may be performed jointly with the Contractor.

The Contractor shall, during the performance of this SOW, submit proposed changes to the

QAP to the Buyer for review prior to implementation.

1.3.3.3 Fabrication/Inspection/Test Plan (B13)

The Contractor shall prepare a detailed fabrication/inspection/test plan (traveler) for insertion

of Buyer-designated source inspection/witness notification points. Prior to starting work, the

plan shall be submitted to the Buyer for review, approval, and insertion of Buyer's designated

inspection/witness notification points unless otherwise specified in procurement documents.

The plan shall include the following:

a. Traceability to Buyer’s Purchase Order/Contract Order document number

b. Description of items to be fabricated/tested/inspected (e.g., components, subassemblies,

assemblies)

c. Sequential fabrication/process steps

d. Sequential points for inspection and tests to be performed during fabrication/processing

e. Method/procedure to be used for performance of inspection/test/fabrication, including:

1. Each characteristic or attribute to be evaluated

2. The report form to be utilized

3. Specific codes/standard requirements as specified by procurement documents

(i.e., ASME, ASTM, ANSI)

4. Sampling plans for final characteristics (e.g., acceptance quality limit, lot size,

inspection level), where applicable

Subsequent revisions/modifications to the fabrication/inspection/test plan document require

review and approval by the Buyer prior to implementation of the change. When subcontracting

any portion of this SOW, the Contractor is required to invoke the applicable QAP requirements

on the subcontractor.


1.3.3.4 Contractor Use of Commercial-Off-The-Shelf Software (B15)

The Contractor shall submit the following documentation for all engineering analysis/design,

data analysis/reduction, and engineering/environmental modeling COTS software (application)

used in the performance of work listed in the procurement documents.

a. Description of the COTS software, including:

1. Manufacture’s name and address

2. COTS application’s title and version identifier

3. Operating system and hardware platform that will be used

4. Manufacture’s technical specifications or other published description of the

COTS application’s theoretical basis of operation or conceptual/mathematical

models

Note: COTS software refers to an existing application which will be implemented on a

standard operating system without the need for modification of its executable/object

code.

b. Standard dataset(s) used to verify operation of the COTS application.

1. Datasets shall cover each function or mode of operation which will be used during

the performance of the work listed in the procurement documents.

2. When the COTS application’s range of operation cannot be verified by a single

dataset, the Contractor shall submit, as a minimum, datasets covering the upper

and lower thirds of its range.

c. The results expected from the standard dataset(s) including the basis for accepting the standard data expected results, such as the following:

• Comparison with hand calculations

• Comparison with calculations using comparable proven problems

• Comparison with information from published data

• Comparisons with other validated computer programs

• Comparisons with experiments and tests

d. The output generated by the COTS application using the standard dataset(s). This output

shall include a statement warranting that the output accurately reflects the use of the

standard dataset(s) with the COTS application. The statement shall be on the

Contractor’s letterhead and signed, with printed name, by an authorized agent of the

Contractor.

When required by the procurement documents verification of the COTS application

operation using the submitted standard dataset(s) shall be witnessed a Buyer’s

representative.


One copy of the documentation, unless otherwise specified, shall be submitted for

review and approval.

1.3.3.5 Source Inspection (B16)

All items are subject to inspection at the Contractor’s or subcontractor’s facility by a Buyer’s

QA/QC representative. Contractor shall notify Buyer at least 5 working days in advance of the

time items will reach any inspection hold point established by the Buyer in the procurement

package.

1.3.3.6 Supplier Use of Spreadsheet Calculations Using Commercial-Off-The-Shelf Software (B18)

The Contractor shall submit the following documentation for all spreadsheets used to perform

mathematical calculations in the performance of work listed in the procurement documents.

a. Description of the COTS software application used to develop/run the spreadsheet,

including the following:

1. Manufacture’s name and address

2. COTS spreadsheet application’s title and version identifier

3. Operating system and hardware platform that will be used

4. An electronic copy of the spreadsheet(s)

b. Description of the calculations, mathematical formulas, and embedded data used in the

spreadsheet(s).

c. Standard dataset(s) used to verify operation of the spreadsheet application.

1. Datasets shall cover each calculation/function that will be used during the

performance of the Work listed in the procurement documents.

2. When the spreadsheet’s range of calculations cannot be verified by a single

dataset, the Contractor shall submit, as a minimum, datasets covering the upper

and lower thirds of its range.

d. The results expected from the standard dataset(s), including the basis for accepting the

standard data expected results, such as:

1. Comparison with hand calculations

2. Comparison with calculations using comparable proven problems

3. Comparison with information from published data

e. The output generated by the spreadsheet using the standard dataset(s). This output shall

include a statement warranting that the output accurately reflects the use of the standard

dataset(s) with the spreadsheet. The statement shall be on the Contractor’s letterhead

and signed, with printed name, by an authorized agent of the Contractor.

One copy of the documentation, unless otherwise specified, shall be submitted for review and

approval.


1.3.3.7 Certified Welding Inspector (CWI) (B25)

Contractor personnel performing weld inspections shall be certified as a CWI in accordance

with the requirements specified in AWS QC-1.

The following documentation shall be submitted prior to the start of fabrication:

a. Current AWS CWI certificates.

b. Current and valid visual acuity examination. The examination must be performed

annually.

c. Visual weld inspection procedures.

Approval shall be obtained from the Buyer prior to start of fabrication.

1.3.3.8 Nondestructive Examination Process (B31)

Nondestructive examination (NDE) personnel shall be qualified and certified in accordance

with the recommended guidelines of the American Society of Nondestructive Testing’s

ANSI/ASNT CP-189 or ASNT SNT-TC-1A, unless otherwise specified in the ordering data.

The Contractor is not authorized to begin fabrication until the following documentation has

been reviewed and approved by the Buyer:

a. NDE qualification and certification procedures

b. Personnel Level I, II, and III qualifications and certifications which include objective

evidence of NDE training, formal education, examinations, experience, date of hire, and

current eye examination

c. NDE method/examination procedures that are in accordance with the applicable

codes/standards specified in procurement documents

All NDE reports and radiographs shall be traceable to the item examined, include all essential

examination parameters, and signed and dated by the NDE examiner. All NDE reports and

radiographs shall accompany or precede shipment of material. Radiographs, and radiographic

technique, and examination reports shall be subject to approval by the Buyer prior to shipment

of completed items.

When subcontracting any portion of this SOW, the Contractor is required to invoke the

applicable quality assurance program requirements on the subcontractor.

1.3.3.9 Certified Material Test Report (B49)

The Certified Material Test Report (CMTR) shall include actual results of all chemical

analysis, tests, examinations, and treatments required by the material specification and this

SOW. The CMTR shall be legible, reference applicable specification number and year of

edition, and be traceable to the material furnished by heat or lot number. All reports are subject

to review and acceptance by the Buyer.

One copy of the documentation, unless otherwise specified, shall accompany the applicable

item(s) shipped.


1.3.3.10 Inspection and Test Report (B52)

The Contractor shall submit legible, reproducible copies of inspection/test reports.

The report(s) shall include the following:

a. Identification of the applicable inspection and/or test procedure utilized

b. Resulting data for all characteristics evaluated, as required by the governing

inspection/test procedure

c. Traceability to the item inspected/tested (i.e., serial number, part number, lot

number, etc.)

d. Signature of the Contractor’s authorized representative or agency which performed the

inspections/tests


item(s) shipped.

1.3.3.11 Nationally Recognized Testing Laboratory (NRTL) Listed or Labeled (B65)

All electrical control panels and electrical equipment (a general term including material,

fittings, devices, appliances, luminaries [fixtures], apparatus, and the like used as a part of, or

in connection with, an electrical installation) delivered or brought onto the site in performance

of this contract must be listed or labeled by an organization currently recognized by OSHA as

an NRTL.

a. All electrical equipment installed as part of this contract must comply with the NEC

(NFPA 70®) and where applicable NESC (IEEE C2). The Buyer reserves the right to

inspect electrical equipment and installations. Contractor is responsible for notifying

Buyer when installations are available for inspection.

b. Electric motors shall be manufactured and tested in accordance with NEMA MG-1 as

applicable, or listed by an organization currently recognized by OSHA as an NRTL.

Documentation of NEMA MG-1 compliance shall be made available to the Buyer upon

request.

c. Electrical equipment and devices for which there is a UL category code identifying

product categories must be Listed or Labeled by an OSHA recognized NRTL.

1. The Canadian Standard Association marking is currently recognized by OSHA as

an NRTL when the label includes “US” or “NRTL” subscript.

2. The European Union “CE” marking, Directive 93/68EEC, is not currently

recognized by OSHA as an NRTL marking.

3. The International Electrotechnical Commission Standard 60529 for enclosures,

(IPxx), is not currently recognized by OSHA as an NRTL label.

Note: for a list of approved NRTLs, see http://www.osha.gov/dts/otpca/nrtl/

d. Electrical equipment for which there is no listing category must be evaluated or tested

using a method submitted to and approved by the Buyer prior to delivery of the


equipment. A Field Evaluation performed by an NRTL prior to delivery is the preferred

method for buyer approval.

e. Electrical equipment is also subject to the Buyers “Counterfeit Suspect Item Program.”

1.3.3.12 Certificate of Conformance (B79)

The Contractor shall provide a legible/reproducible Certification of Conformance (COC).

Contractor’s authorized representative responsible for quality shall sign the COC.

This COC shall, as a minimum:

a. Identify the appropriate Purchase Order/Contract Order number under which the

material, equipment, item, or service is being supplied.

b. Each order/shipment shall include a COC unique to that shipment.

c. The quantity of each line item shipped shall be identified on the COC.

d. The COC shall identify the specific procurement requirements to be met by the

purchased item or service. The procurement requirements identified shall include any

approved changes, waivers, or deviations applicable to the item or service.

e. The COC shall also identify any procurement document requirements that have not been

met together with an explanation and the means for resolving the nonconformance.

f. The COC shall be signed or otherwise authenticated by a Contractor’s representative.

For Office of Civilian Radioactive Waste Management-related and Quality Level 1 & 2

items and services; the person signing the COC shall be the one who is responsible for

this QA function and whose responsibilities and position are described in the

Contractor’s QAP.


item shipped. For subsequent shipments on the Purchase Order/Contract order, reference may

be made to documentation provided with earlier shipments, instead of duplicating such

documentation.

1.3.4 Electrical/Electronic Product Acceptability

1.3.4.1 Electrical control panels and electrical equipment (a general term to include material, fittings,

devices, appliances, luminaries [fixtures], apparatus, and the like used as part of or in

connection with an electrical installation) delivered or brought onto the Hanford Site in

performance of this SOW shall be listed or labeled by an organization currently recognized by

OSHA as an NRTL in accordance with DOE-0359.

1.3.4.2 Electrical equipment installed as part of this SOW shall comply with the NEC and, where

applicable, the NESC. The Buyer reserves the right to inspect electrical equipment and

installations. Contractor shall notify the Buyer when installations are available for NEC

inspection.

1.3.4.3 Electric motors shall be manufactured and testing in accordance with NEMA MG-1 as

applicable, or listed by an organization currently recognized by OSHA as an NRTL.

Documentation of NEMA MG-1 compliance shall be made available to the Buyer on request.


1.4 EXCLUDING SUSPECT AND MISREPRESENTED PRODUCTS

1.4.1 Contractor warrants that items provided to the Buyer are genuine and unused unless

otherwise specified in writing by the Buyer. Contractor further warrants that items used

during the performance of the Work include genuine, original, and new components, or

are otherwise suitable for the intended purpose. The Contractor indemnifies the Buyer,

its agents, and third parties for any financial loss or property damage resulting directly or

indirectly from material, components, or parts that are not genuine, original, and unused,

or otherwise suitable for the intended purpose. This includes materials that are defective,

suspect, or counterfeit; materials that have been provided under false pretenses; and

materials or items that are materially altered, damaged, deteriorated, degraded, or result

in product failure.

1.4.2 Types of material, parts, and components known to have been misrepresented include

fasteners; hoisting, shackles, turnbuckles, cable clamps, wire rope, rigging, and lifting

equipment; cranes; hoists; valves; pipe and fittings; electrical equipment and devices;

plate, bar, shapes, channel members, and other heat-treated materials and structural

items; welding rod and electrodes; and computer memory modules. The Contractor’s

warranty shall also extend to labels and trademarks or logos affixed, or designed to be

affixed, to items supplied or delivered to the Buyer. In addition, because falsification of

information or documentation may constitute criminal conduct, the Buyer may reject and

retain such information or items, at no cost; and identify, segregate, and report such

information or activities to DOE.

1.4.3 Contractor shall submit a written statement that “all items furnished under this Contract

are genuine (i.e., not counterfeit) and match the quality, test reports, markings, and

fitness for use required by the Contract.” The statement shall be on Contractor letterhead

and signed by an authorized agent of Contractor.

1.4.4 Any materials furnished as part of this SOW that have been previously found to be

suspect/counterfeit by DOE will not be accepted. For more information about

suspect/counterfeit items, refer to Process Guide for the Identification and Disposition of

S/CI or defective items at the following link:

http://www.hss.doe.gov/sesa/corporatesafety/sci/guide.html

1.5 INSPECTION AND TESTING

1.5.1 Inspection, testing, and documentation addressed under the Field Inspections and Test

articles in this SOW shall be performed by qualified QC personnel who are independent

of the Work being performed. QC personnel shall have been trained and qualified in

accordance with the approved QAP.

1.5.2 Inspection and testing shall be performed in accordance with Section 01670.

1.5.3 The Buyer may perform oversight and inspections to verify compliance to requirements.

1.5.4 Verifications shall be performed for specific verification points as scheduled in the

inspection plan.


1.5.5 Prerequisites to verification points: Ensure that personnel have completed inspections of,

and approved portions of, work in accordance with the Specification requirements before

notifying the Buyer.

1.5.6 Specific verification points are defined as follows:

• QA Hold Point: A type of signature step in a technical work document that satisfies

established criteria for designation of hold points at which specific personnel are required

to sign for the specified action. Hold points consist of an action; acceptance criteria for hold

point completion; and blocks for signature of performer, printed name of performer, and

date.

• Verification Point: A step in an inspection plan, procedure, or other work document that

requires inspection personnel to review, inspect, test, check, or otherwise determine and

document whether or not items, processes, services, or documents conform to specified

requirements.

• Witness Point: A step in an inspection plan, procedure, or other work document that

requires inspection personnel to observe an activity (e.g., examination or test).

Note: “Verification” may be performed after the fact; “witness” is performed during the

work process.

• Radiological Control Hold Point: A hold point that is used when the potential exists in

which incorrect implementation of radiological controls could exceed one or more of the

following criteria:

- Radiation exposures in excess of Administrative Control Levels

- High airborne radioactivity concentrations without protection or controls

- The uncontrolled release of radioactive contamination

1.6 COMMERCIAL GRADE ITEM PROCUREMENT

1.6.1 For procurement of Safety Significant Quality Level 2 items from suppliers who cannot

be placed on the Contractor’s Evaluated Suppliers List, the component may be procured

utilizing one of the commercial-grade item dedication (CGD) processes described as

follows. The Buyer will select the process to be used from these options.

1.6.1.1 CGD Performed by the Buyer (Buyer is the Dedicating Authority)

When the Buyer is the Dedicating Authority, CGD will be performed in accordance with

PRC-PRO-EN-40189, Commercial Grade Dedication Process, via the following process:

(a) The Contractor shall notify the Buyer of the items needing to be commercial-grade

dedicated using an RCI (form A-6004-833). The RCI shall identify the item, the proposed

manufacturer/ supplier and applicable supporting information.

(b) If the Buyer concurs with this request, the Buyer will prepare the Technical Evaluation

portion of the Buyer’s Commercial Grade Dedication Package (form A-6005-692) and return it to

the Contractor with the dispositioned RCI.


(c) The Contractor’s plan for executing the dedication/acceptance processes (commercial

grade survey, source verification, or special tests, inspections, and verifications) specified in the

Technical Evaluation, shall be submitted for the Buyer approval prior to item procurement.

(d) The CM shall be informed at least 10 working days prior to performance of

dedication/acceptance processes (with the exception of laboratory testing of materials and receipt

inspections) to allow opportunity for the Buyer’s QA to witness.

(e) Results from dedication/acceptance processes shall be submitted for Buyer approval

within 5 calendar days of being produced.

1.6.2 CGD Performed by the Contractor (Contractor is the Dedicating Authority)

If the Contractor has a Buyer-approved NQA-1 program for the performance of CGD, and the

Buyer elects to designate the Contractor as the Dedicating Authority, CGD will be performed

via the following process:

(a) The Contractor shall notify the Buyer of items to be commercial grade dedicated using an

RCI (form A-6004-833). The RCI shall identify the item, the proposed manufacturer/ supplier, and

applicable supporting information.

(b) If the Buyer concurs with the request, prior to item procurement, the Contractor shall

prepare and submit for Buyer approval a CGD plan (Technical Evaluation) using the Contractor’s

approved procedure. CGD plans shall include the critical characteristics for acceptance,

acceptance criteria, and acceptance methods identified in PRC-PRO-EN-40189.

(c) The CM shall be informed at least 10 working days prior to performance of

dedication/acceptance processes (with the exception of laboratory testing of materials and receipt

inspections) to allow opportunity for the Buyer’s QA to witness.

(d) Completed CGD packages shall be submitted, for Buyer approval, within 10 calendar

days of completion of dedication/acceptance processes.

1.7 DEFICIENCY REPORTING

1.7.1 Utilize a deficiency reporting system (e.g., nonconformance/deviation reports) to

document deviations from requirements. Deficiency reports shall have a recommended

disposition and shall be formally submitted to the Buyer within 48 hours of discovery.

1.7.2 Dispositions of deficiency reports shall be documented in one of the four following

categories: use-as-is, reject, repair, or rework. Definitions for these categories may be

found in ASME NQA-1.

1.7.3 Use-as-is and repair deficiencies shall by submitted for concurrence and approval. Reject

and rework deficiencies shall be submitted for information. After the recommended

disposition has been evaluated by the Buyer, the form will be returned to the Contractor

with a disposition of “approved” or “rejected.” The Contractor shall take corrective

action on the nonconformance only after the form is approved. The Contractor’s

completed nonconformance form shall be shipped with the affected item.

1.7.4 Deficient items described by the report shall be physically tagged with a deficiency tag

or segregated, when feasible.


1.7.5 Deficiency tagging shall remain intact during correction of deficient conditions, unless

tagging inhibits directed corrective action. If removal of tag is necessary to accomplish

directed corrective action, removal shall be performed or delegated by the initializing

organization.

1.7.6 Clearance of deficiency tags shall be performed or delegated by the initializing

organization.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01500 – CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

PART 1 – GENERAL

1.1 REFERENCES




1.1.1.1 Code of Federal Regulations

49 CFR Parts 40, 382-383, parts 385 and 387, and parts 390-397


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

1.1.1.3 Washington State Department of Transportation (WSDOT)

M 41-10 Road, Bridge, and Municipal Construction

1.2 ACCESS AND PARKING

1.2.1 The Buyer will make available parking for a limited number of Contractor’s company

vehicles near the worksite, outside of any Limited Area. “No Parking” signs are posted to

show fire and emergency lanes. No on-street parking will be permitted.

1.2.2 First Aid: Facilities for first line medical attention are available onsite and are located at

the 2719WB Building located in the 200 West Area of the Hanford Site. Facilities for

radiological decontamination are also available onsite and are located at the 272AW

Building in the 200 East Area.

1.2.3 Operation and Storage Areas: Worksite operations, including storage of materials, shall

be designated by the Buyer during the preconstruction conference.

1.3 FIELD OFFICE

1.3.1 The Buyer will make existing field office MO134 available for Contractor use during the

onsite Construction period. MO134 is a single-room, doublewide trailer located within

the WESF boundary. MO134 has electrical power service but no telephone or computer

network service. MO134 shall serve as a craft break room and location for pre-jobs.

MO134 also has room for Contractor management, QA, Safety, etc. personnel. The

Contractor shall provide furniture and appliances as it may require.

1.4 TEMPORARY UTILITIES

1.4.1 Electric Power for Work Activities within WESF: Available at various receptacles within

WESF. Contractor to confirm adequacy to support planned means and methods during

facility walk down.


1.4.2 Sanitary Facilities:

• Outside of the WESF building, the Buyer will make existing restroom facility MO135

available for Contractor use during the onsite construction period. MO135 has electrical

power service. To supplement MO135, the Contractor shall provide its own temporary

(port-o-let) sanitary and hand wash facilities based on its crew size, means, and methods at

appropriate locations (e.g., lay-down yard, equipment storage facility).

• When Contractor personnel are working within the WESF building, the Buyer will make

existing WESF change room and toilets available.

1.4.3 Telecommunications: The Buyer will not provide utilities for telephone and computer

network service. Contractor shall provide cellular telephones for emergencies and

communication with the Buyer, and shall provide wireless computer network access as it

may require.

1.4.4 Water: the Buyer will not provide Contractor with drinking water. Contractor shall

provide employees with adequate drinking water that meets health and safety

requirements.

1.5 TEMPORARY CONTROLS

1.5.1 Dust Control: Maintain work areas to prevent hazard or nuisance to others. Accomplish

dust control by sprinkling or other methods approved by the Buyer. Repeat sprinkling at

necessary intervals to keep disturbed area damp at all times. Keep sufficient equipment

on worksite to accomplish dust control as work proceeds and whenever dust nuisance or

hazard occurs. No separate or direct payment will be made for dust control and cost shall

be considered incidental to and included in the Contract price.

1.5.2 Temporary Enclosures: Plastic sheeting materials used to form enclosures shall be 6 mil

minimum thickness, and have fire retardant properties in accordance with NFPA 701,

Test 2. Framing shall be metal, unless otherwise approved by the responsible Fire

Protection Engineer.

1.5.3 Vehicle and equipment movement

a. Slow-moving vehicles and equipment shall not travel on the Hanford Site roads during

heavy traffic periods between 6:30 and 8:00 a.m., and 3:30 and 5:30 p.m.

b. Do not block existing roads.

c. Do not park on roadway shoulders.

d. Vehicles that require a portable fire extinguisher in accordance with

PRC-PRO-SH-40078, Appendix F, shall have the extinguisher secured in an approved

manner (vehicle mounting bracket designed for specific extinguisher, or stowed in a

secured equipment container).

e. Washington State Highway Department requires pilot/escort vehicles to protect the

traveling public for slow moving loads. Additionally, WAC-38-100 (k)(4) states that

anyone escorting a load as a “pilot/escort” must be trained and have a “certificate card”

on their person stating they have been trained. The escort vehicle should have at a


minimum one flashing or rotating amber (yellow light) or strobe positioned above the

roof line (WAC 468-38-100 (9)(a)).

f. Movement of slow moving loads (e.g., class 8 forklifts) under its own power is allowed

but limited to short distances (approximately 3 mi) during off peak traffic hours (e.g.,

after 8:00 a.m. and before 3:00 p.m. weekdays) with an escort vehicle trailing the slow

moving load/class 8 forklifts. Movements over longer distances shall be done with low

boy tractor/trailer, tilt equipment trailer, or other suitable trailer with a load capacity

that will safely and compliantly transport the slow moving load/class 8 forklifts over

the public highways/roads.

1.5.4 Traffic Control: Temporary traffic control and barricades shall be in accordance with

WSDOT M 41-10, Section 1-07.23(3).

1.5.4.1 Contractor shall submit a Traffic Control Plan to include, but not limited to temporary signage,

equipment routing, and pedestrian pathways.

1.5.5 Oversized vehicles and loads

a. Obtain a Hanford Site Oversize/Overweight Permit from the Buyer before movement

of oversize loads. See Section 01065, “Permits.” Verify route suitability and limitations

before applying for the permit.

b. Display oversize load sign on the front of the towing vehicle and on the rear of the

trailing unit. Attach red flags to each corner.

c. Travel between 8:30 a.m. and 2:30 p.m. unless special arrangements are made. Comply

with escort vehicle requirements in the permit during travel.

d. Electrical escort requirements: the Buyer will provide qualified electrical escorts when

loads reach a height of 14 ft or more from the road surface, or when a clearance of at

least 6 feet cannot be maintained from overhead electrical or signal lines. Notify the

Buyer at least 3 working days before need. Contractor will not be charged for electrical

escorts.

e. Personnel who will be using Commercial Motor Vehicles on site that are required to be

operated under a DOT license/Commercial Driver’s License will require the contractor

to meet all the DOT Federal Motor Carrier Safety Regulations in 49 CFR Parts 40,

382-383, parts 385 and 387, and parts 390-397.

1.5.6 Fuels and Lubricants

a. Oils, greases, and similar materials shall be stored in nonflammable bins or buildings or

in a fenced compound remote from other combustible materials as approved by the

Buyer.

b. “No smoking” signs shall be provided by Contractor and prominently displayed in

areas where flammable materials are stored. Additionally, Contractor shall provide and

maintain suitable fire extinguisher in such areas.

c. Contractor shall provide all fuel for HVAC of temporary facilities (unless these are run

using free issue power).


PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION

t


SECTION 01610 – MATERIAL AND EQUIPMENT DELIVERY

PART 1 – GENERAL

1.1 SUMMARY

This Section contains requirements for material and equipment delivery, receiving inspection,

and product identification and segregation. Product-unique requirements are contained in other

sections. Chemicals shall be handled, stored, and tracked in accordance with Section 01130,

“Environmental, Radiological, and Nuclear Safety”; flammable/combustible liquid storage

shall be in accordance with Section 01130.

The Work requires receipt, inspection, handling, and storage of large numbers of both

Contractor-procured items and BFE. The CSS BFE includes highly sensitive, one-of-a-kind,

long-lead items requiring specialized care to prevent deterioration or damage. The Contractor

shall exercise extreme diligence to understand applicable requirements and to thoroughly

plan all aspects of receipt, handling, and storage before performing such work.

Contractor shall prepare and submit an Equipment and Material Receipt, Handling & Storage

Plan for each task. The Task 1 plan shall address items to be procured, fabricated, and installed

under WESF Modifications scope, with special attention to items designated as Safety

Significant (Quality Level 2). The Task 2 plan shall address all CSS BFE.

1.2 REFERENCES





NQA-1: 2008 w/ 2009 Addenda Quality Assurance Program Requirements for Nuclear Facility

Applications

Subpart 2.2 Quality Assurance Requirements for Packaging, Shipping, Receiving, Storage,

and Handling of Items for Nuclear Facilities

1.3 SPECIAL REQUIREMENTS RELATED TO CSS BUYER-FURNISHED EQUIPMENT

1.3.1 CSS BFE will be shipped by NAC (the CSS Equipment design/fabrication contractor) to

the Hanford Site for receipt by the Buyer and subsequent turnover to the Contractor. The

following paragraphs provide information indicative of requirements that will be

included in WPs to be used by the Contractor for handling and storage of CSS BFE on

the Hanford Site.

1.3.2 The Contractor shall handle and store CSS BFE in accordance with NQA-1, Subpart 2.2

requirements. These items that are sensitive to environmental conditions and require

measures for protection from the effects of temperature extremes, humidity and vapors,

accelerating forces, physical damage, and airborne contamination.

t


1.3.3 Handling will be performed in accordance with the Contractor’s approved Task 2 plan

(paragraph 1.1 above) as incorporated into the relevant work document. The

requirements may include the following depending on the specific item:

• Packaging shall be designed to protect the contents from the effects of weather extremes,

humidity, water vapor, condensation, acceleration forces, physical damage, salt spray, and

airborne contamination).

• All openings into items shall be capped, plugged, or sealed. Weld end preparations shall be

protected from corrosion and physical damage.

• Internal surfaces subject to corrosion prior to use shall be provided with suitable protection

against corrosion or degradation (e.g., the use of desiccants).

• Items packed in containers shall be blocked, braced, or cushioned to prevent physical

damage.

• The outside of each crate/package shall be identified with a crate/package number traceable

to the detailed bill of lading.

• Stainless-steel items shall be packaged separately, or adequate protection shall be provided

to prevent cross contamination during shipment or storage.

1.4 DELIVERY

1.4.1 Provide equipment and labor required for unloading, transporting, and handling delivered

products.

1.4.2 SDSs shall be kept accessible at each jobsite where material is stored. See Section 01130,

“Environmental, Radiological, and Nuclear Safety.”

1.4.3 Regarding deliveries of equipment and materials, and the coordination of subcontractors

while on the Buyer’s Site, the Contractor shall:

a. Coordinate work or delivery with CM in advance.

b. Arrange for badging of subcontractors/suppliers through the Contract Specialist.

c. Communicate any special hazards associated with the delivery or the work (e.g., safety,

security).

d. The individual designated to meet the Contractor is the Delivery POC. Meet the Delivery

POC at the designated rendezvous point.

e. Comply with delivery POC direction to the specified work location.

f. Conduct a joint pre-delivery walk down of the work location with the delivery POC prior

to commencing delivery or work.

g. The delivery POC shall be physically present at the delivery site for the entire time a

delivery or work is being executed to ensure that it is performed safely and in accordance

t


with Contract requirements. Alternate arrangements may also be made only with the

approval and concurrence of the Buyer’s CM.

h. At completion of the delivery or work, delivery driver will exit the worksite in a timely

manner as directed by the delivery POC.

1.5 RECEIVING INSPECTION

1.5.1 Arrange for immediate disposal and replacement of products found to be defective,

damaged beyond repair, or in otherwise unacceptable condition.

1.5.2 Perform standard inspections and additional inspections required by this SOW.

1.5.3 Dry and clean products that have become wet or have accumulated foreign substances

during shipment but have not become damaged.

1.5.4 Perform additional identification marking of products when necessary to meet

requirements of this SOW.

1.5.5 The Buyer may inspect products and product marking and storage methods for

compliance with this SOW.

1.6 PRODUCT IDENTIFICATION AND SEGREGATION

1.6.1 Provide identification tags or markings for products of similar appearance, or intended

for similar use, procured to different specifications, or from different manufacturers.

Safety significant items shall be segregated from general services items, as well as

stainless steel from carbon steel.

1.6.2 As applicable, include following information on tags: Manufacturer's name; product

brand name; specification number; product type, grade and class; and other information

required by other sections of this SOW.

1.6.3 Segregate tagged or marked products and provide separate storage for each product.

1.6.4 Preserve identity of bulk and lot products during storage and in-process work.

1.6.5 Control identification and storage of welding materials in accordance with a written filler

metal control procedure. Maintain procedure at jobsite. Procedure shall specify methods

for control by heat or lot number during storage and in-process work and for disposal of

contaminated and partially used material.

1.6.6 When pipe and tube is removed from storage and prior to cutting, clearly and

permanently re-mark remaining pieces with either original markings or field code

identification symbols. Return pipe and tube to storage after re-marking.

1.6.7 On pipe and tube, use permanent marking methods such as indelible ink, crayon, paint,

and paint stick. Vibratory etching equipment may be used with approval of the Buyer.

Marking with steel stamps is not acceptable.

PART 2 – PRODUCTS

Not used.

t



Not used.

END OF SECTION


SECTION 01620 – MATERIAL AND EQUIPMENT STORAGE AND HANDLING

PART 1 – GENERAL

1.1 SUMMARY

This Section contains requirements for material and equipment storage and handling. Product-

unique requirements are contained in other sections. Chemicals shall be handled, stored, and

tracked in accordance with Section 01130, “Environmental, Radiological, and Nuclear Safety”;

flammable/combustible liquid storage shall be in accordance with Section 01130.

The Work requires receipt, inspection, handling, and storage of large numbers of both

Contractor-procured items and BFE. The CSS BFE includes highly sensitive, one-of-a-kind,

long-lead items requiring specialized care to prevent deterioration or damage. The Contractor

shall exercise extreme diligence to understand applicable requirements and to thoroughly

plan all aspects of receipt, handling, and storage before performing such work.

Contractor shall prepare and submit an Equipment and Material Receipt, Handling & Storage

Plan for each task. The Task 1 plan shall address items to be procured, fabricated and installed

under WESF Modifications scope, with special attention to items designated as Safety

Significant (Quality Level 2). Task 2 plan shall address all CSS BFE. See Section 01610,

“Material and Equipment Delivery,” paragraph 1.3, “Special Requirements for CSS

Buyer Furnished Equipment,” for additional requirements related to CSS BFE handling

and storage requirements.

REFERENCES





NQA-1: 2008 w/ 2009 Addenda Quality Assurance Program Requirements for Nuclear Facility

Applications

Subpart 2.2 Quality Assurance Requirements for Packaging, Shipping, Receiving, Storage,

and Handling of Items for Nuclear Facilities

1.2 STORAGE

1.2.1 Contractor shall store packaged products in original, unbroken packages and containers.

Leave seals and labels intact.

1.2.2 Contractor shall store rolled products in upright position.

1.2.3 Contractor shall store products with finished surfaces in manner that prevents surface

damage.

1.2.4 If contact between products could result in damage or reduction of utility, store products

far enough apart to prevent contact. If close proximity storage is necessary, provide a

barrier between products.


1.2.5 Care shall be taken to preclude carbon and halide contamination of stainless-steel

products.

1.2.6 Keep ports, nozzles, ends, and other openings on equipment, tanks, pipe, and tube

capped or plugged during storage.

1.2.7 Follow manufacturer’s storage recommendations.

1.2.8 Remove, dispose of, and replace products with expired shelf-life dates. Dispose of

hazardous products in accordance with Section 01130, “Environmental, Radiological,

and Nuclear Safety.”

1.3 Indoor Storage

1.3.1 Provide indoor storage for products that can be damaged by, or can deteriorate from,

changes in temperature and relative humidity.

1.3.2 When required by this Specification, recommended by product manufacturer, or

specified in the respective Installation Engineering Package, provide environmentally

controlled storage. Maintain temperature 60°F to 70°F, relative humidity below 55%,

and provide ventilation.

1.4 Outdoor Storage

1.4.1 Avoid ground contact by providing dunnage skids, pallets, platforms, and other supports.

1.4.2 Provide sunshade protection for equipment and materials that can be damaged by, or can

deteriorate from, exposure to sunlight.

1.4.3 Provide weatherproof covers for products that can be damaged by, or can corrode or

otherwise deteriorate from, contact with rain, snow, ice deposits, and blowing sand and

debris. Ensure covers are sufficiently robust to withstand high winds and prevent wind-

driven water or dust infiltration.

1.4.4 Arrange stacked equipment and materials so that condensation drains.

1.5 HANDLING

1.5.1 Provide and operate all cranes and other necessary equipment for handling; hauling,

unloading, and receiving Contractor supplied materials, tools, and equipment.

1.5.2 Use all means necessary to protect construction materials before and during installation.

All materials shall be stored in their original containers until needed for construction.

1.5.3 Provide handling tools and equipment, and use methods designed to prevent occurrence

of the following.

a. Impact, rubbing, and other contact damage to ends and surfaces of pipe, tube, and other

cylindrical products, and to edges, corners, and surfaces of panel, sheet and other flat

products.

b. Twisting, racking, and other distortion of prefabricated structures and equipment

assemblies.


c. Tearing, puncturing, and breaking of wrappings, coverings, and seals on packages and

cartons.

d. Surface contamination of stainless-steel products.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01630 – PRODUCT OPTIONS AND SUBSTITUTIONS

PART 1 – GENERAL

1.1 SUBMITTALS


1.2 Approval Required

1.2.1 Before starting Work or material delivery to the worksite, submit a completed

Substitution Approval Request to the Buyer for each requested substitution.

1.2.2 Approval Not Required: None

1.3 CONDITIONS

1.3.1 Products include those identified in this SOW, in the Specifications or other contract

documents, and on the Drawings. References in the Specifications to products, or to

patented or proprietary processes, by trade name, make, or catalog number, shall be

regarded as establishing a standard of quality, and shall not be construed as limiting

competition. The following conditions and limitations apply:

1.3.1.1 Substitution requires approval of the Buyer’s Change Form (A-6004-820) if any of the

following apply.

• Proposed substitute is more hazardous than the specified product.

• Product callout includes the phrase “or approved substitute.”

1.3.1.2 A substitute may be provided without approval if each of the following apply:

• Product callout does not include the phrase “or approved substitute.”

• Product is identified in this SOW by trade name, make, or catalog number.

• Substitute is equivalent in function, maintainability, reliability, durability, material content,

form, and size.

1.3.1.3 Substitution shall be applied to the total quantity of the product required in this SOW. Partial

quantity substitutions are not acceptable.

1.3.1.4 Approval of fabrication drawings and other design media does not constitute approval of

substitute products identified within the media.

1.3.1.5 Submittals required for a specified item are also required for an approved substitute.

1.4 CHANGE FORM PREPARATION

1.4.1 Using the Buyer’s Change Form (A-6004-820), identify addressed product by the SOW

or Specification section and article or paragraph numbers or by the drawing number.

Provide manufacturer’s name and address, trade name, and model or catalog number.

List fabricators as appropriate.


1.4.2 Attach descriptive information to define the operational and physical characteristics of

the specified substitute product and to provide a basis for comparison. Include drawings,

calculations, and data as appropriate.

1.4.3 Provide an itemized comparison between the proposed substitute and the original

specified product. Include the following information:

1.4.3.1 Applicable SOW or Specification section and article or paragraph numbers or applicable

drawing number.

1.4.3.2 Quality and performance comparison. List variations.

1.4.3.3 Cost data. Show the net Contract price change.

1.4.4 List the availability of maintenance service and replacement materials.

1.4.5 State the effect of the substitution on the schedule and identify the changes required in

other work or products. Submit drawings, calculations, and vendor data to show the

revisions necessary to accommodate the substitution.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION


SECTION 01670 - CONSTRUCTION ACCEPTANCE TESTING

PART 1 – GENERAL

1.1 REFERENCES

• CHPRC-03758, W-135 WESF Modifications Construction Specification

• CHPRC-03761, W-135 WESF Modifications Construction Acceptance Test Plan

1.2 SUBMITTALS

1.2.1 See Section 01300 for submittal procedures.

1.2.2 Submit CAT procedures to Buyer for the testing described in this section at least 3 weeks

before planned issue of the relevant WP for the testing of the particular SSC.

1.2.3 Submit the completed CAT procedures along with any associated test discrepancies to

Buyer following completion of each CAT activity.

1.2.4 Submit notification to Buyer in writing at least one week before any WP hold points for

Buyer verification of testing.

1.3 SUMMARY

1.3.1 CAT applies to all elements of the Work under Tasks 1 and 2, including civil/structural,

mechanical, HVAC, fire protection, and electrical and I&C.

1.3.2 Task 1 CAT requirements are specified in CHPRC-03758, W-135 WESF Modifications

Construction Specification, and are summarized in CHPRC-03761, W-135 WESF

Modifications Construction Acceptance Test Plan.

1.3.3 Task 2 CAT requirements will be specified in the applicable sections of CHPRC-03758.

To facilitate WP planning, the Buyer may summarize CAT requirements in the

Installation Engineering Packages by reference.

1.3.4 The work package planning team, including the Contractor, shall refer to CHPRC-03758,

CHPRC-03761, and the Installation Engineering Packages to ensure that CAT (as

specified in the design documents) is incorporated into the WPs and are completed

during WP execution.

1.3.5 The Contractor shall perform all CAT required by the design documents and the WPs,

including proper completion and submittal of required test documentation.

1.3.6 The Contractor shall make timely advance notifications to the Buyer’s CM when the WP

specifies verification points for testing.

PART 2 – PRODUCTS

Not used.



Implementation of Contract CAT requirements, including those in CHPRC-03761, will be

performed through the WP process. Changes in tests, inspections, and/or verification steps can

be made as long as the changes are consistent with the tests, inspections, and/or verifications

given in the design drawings and construction specification.

END OF SECTION


SECTION 01720 – PROJECT RECORD DOCUMENTS

PART 1 – GENERAL

1.1 SUMMARY

1.1.1 Hanford Site work requires that certain documents, defined herein, be used to record

construction progress and administration of the Contract. The Buyer will assemble

pertinent data for final disposition.

1.1.2 Some data required for project records shall be delivered to the Buyer during the course

of construction and contract administration, while other data shall be assembled after

completion of construction for delivery to the Buyer.

1.1.3 Certain information for project records shall be recorded on Buyer-provided forms.

These forms are identified in in the design documents where required. Copies will be

supplied during the Preconstruction Conference (see Section 01200, “Project Meetings”)

and are also available on the CHPRC website at the following link:

https://chprc.hanford.gov/page.cfm/CHPRCSafetyReferenceDocuments.

1.1.4 Project Record Documents, required by Contract, shall be prepared, preserved, and

delivered to the Buyer. These deliverable documents are in addition to submittals

required by Section 01300, “Submittals.”

1.2 PROCEDURE

1.2.1 Identification and Marking: Mark documents that will become project records before use

for construction. Upon completion, identify documents by title or number.

1.2.1.1 Notes or markings added by hand shall be legible, utilizing permanent non smearing marking

media, such as ink or felt tip markers, in contrasting color.

1.2.1.2 Mark items to record actual construction, including changes to dimensions and details,

manufacturer’s name, catalog number and substitute products.

1.2.2 Availability: Keep copies of Project Record Documents at the worksite, and make

available to the Buyer during the progress of the Work.

1.2.3 Storage: Store one set at the worksite, apart from documents used in construction, and

maintain in a clean dry and legible condition.

1.2.4 Delivery: Record delivery of documents by retaining copies of letters of transmittal

itemizing delivered items and reports delivered during the course of the Work. Retain

until construction completion. An alternate means, acceptable to the Buyer, may be used.

1.3 ACTIVITY AND ADMINISTRATIVE DOCUMENTS

1.3.1 Deliver or retain in accordance with the following, as applicable:

1.3.1.1 Certified Payrolls: Deliver certified payrolls as required by the Contract Provisions to the

Buyer. Progress payments will not be processed unless certified payrolls for work periods have

been received by the Buyer. The process of reporting certified payrolls has been streamlined


using an integrated electronic certified payroll submittal system, LCPtracker. LCPtracker

eliminates the need for manual submittals and is capable of supporting integration from

multiple payroll systems. All Certified Payrolls, including lower tier subcontractors, shall be

submitted by entry into LCPtracker. Information can be found on LCPtracker’s website:

LCPtracker.com.

1.3.1.2 Cumulative Hours: Each month, report the total cumulative hours worked for each

Contract/Release. Report to include any subcontractor or vendor employees, including

temporary or part-time workers, who have been compensated for specific work. Deliver report

as early in the month as practical and deliver the same time each month.

1.3.1.3 Contractor will be required to complete the Mobile Equipment Daily Pre-Use Inspection

Checklist (form A-6006-914)

1.3.1.4 Contractor will be required to complete the Mobile Equipment Work Site Pre-Use Checklist

(form A-6006-916)

1.3.1.5 Contractor will be required to comply with the following PTS Project delivery Expectation

Letters (refer to Appendix C).

• PTS-PD-19-01, Compensatory Actions for Conduct of Operations Events

• PTS-PD-19-02, Compensatory Actions for Lockout/Tagout Events

• PTS-PD-19-06, Vehicle Safety & Security

• PTS-PD-19-08, Medical Emergency Procedures

• CHPRC-1601003, Expectations During Abnormal & Upset Conditions

1.3.1.6 The Contractor shall complete Construction DFRs (form A-6004-822) and Lost Time/Work

Delay Notification (form A-6006-539) if applicable. The Contractor shall provide the Buyer’s

PTS FWS with a Construction DAR identifying detailed work activities performed for the day:

craft by name/hours worked and company, supervision by name/hours worked and company,

any detailed problems/issues/delays, vehicles/equipment used, detailed work activities planned

for the next day, Safety observations, Lost Time/Work Delay Block #14, etc. DFRs shall be

submitted by WP to the Buyer by 10:00 a.m. each workday documenting the previous

workday’s activities. DFRs will be filled out until the project is completed or terminated.

A DFR shall be submitted on days (normal workdays) where no work has been done.

1.3.1.7 Weekly Manpower Reports: Prepare weekly manpower reports and deliver to the Buyer before

10 a.m. on Monday, for the previous week, during performance of the Contract.

1.3.1.8 Subcontracting Plan Reports: Deliver reports to the Buyer documenting conformance with the

approved subcontracting plan, as required by Special Provision SP-11.

1.3.1.9 Pre-Job Briefing Checklist: Prepare checklist during each pre-job briefing and post-job review.

Deliver checklists to the Buyer within 5 working days after briefing.

1.3.1.10 Pour Slips: After obtaining the Buyer’s approval of Concrete Pour Slips, deliver copies to the

Buyer and retain Contractor copies until Contract closeout. After closeout, deliver to the Buyer.


1.3.1.11 Trip Tickets: Deliver copies to the Buyer with each truck load of concrete and retain

Contractor copies until Contract closeout. After closeout, deliver to the Buyer.

1.4 CONSTRUCTION, QUALITY ASSURANCE, AND SUPPORTING DOCUMENTS

1.4.1 Deliver in accordance with the following, when called for in the Specification sections:

1.4.1.1 Significant Discharge Log: Log water discharged each workday and deliver discharge log

(form A-6002-294) to the Buyer.

1.4.1.2 Flushing Records: Deliver to the Buyer one copy of records verifying acceptable completion of

flushing, before testing.

1.4.1.3 Testing Records: Deliver to CHPRC one copy of records verifying acceptable completion of

construction acceptance testing as specified in this SOW and design documents (e.g., leak

testing, pressure testing, continuity testing, phase rotation tests) within 5 days after completion.

1.4.1.4 Calibration Records: Deliver to the Buyer one copy of instrument calibration records 5 days

after Contract completion.

1.5 PRODUCT SAMPLES AND MANUFACTURER’S INSTRUCTIONS

1.5.1 In addition to the submittals required in Section 01300, “Submittals” and the

requirements of this Section, information received by Contractor (from suppliers) that

document products used and how they were installed shall be delivered to the Buyer as

Project Records.

PART 2 – PRODUCTS

Not used.


Not used.

END OF SECTION

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 A-i

Appendix A

WESF Modifications Design Documents and Reference Information

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 A-ii

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August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 A-1

Table A-1. WESF Modifications Design Drawings

Drawing No. Rev. Title

Drawing List and Title Sheet; Abbreviations, Legend & General Notes

H-2-837725-1 1 WESF Modifications Drawing List and Title Sheet

H-2-837725-2 1 WESF Modifications Drawing List and Title Sheet

H-2-837726-1 1 WESF Modifications Abbreviations, Legend and General Notes

Drawings – Process & Instrumentation Diagrams (P&IDs)

H-2-837705-1 3 P&ID Symbols and Legend

H-2-837705-2 3 Capsule Loading System P&ID

H-2-837705-3 3 Capsule Transfer System P&ID

H-2-837705-4 3 Cask Transfer System P&ID

H-2-837705-5 3 Cask Transportation System P&ID

H-2-837705-6 2 Capsule Loading and Transfer System P&ID

H-2-837705-7 3 G Cell & Truckport Pneumatic Control P&ID

H-2-837705-8 2 G Cell & Truckport Pneumatic Control P&ID

Drawings – Civil/Structural

H-2-837727-1 1 WESF Modifications Civil Overall Site Plan

H-2-837728-1 1 WESF Modifications Civil Grading Plan

H-2-837729-1 1 WESF Modifications Civil Demo Plan

H-2-837730-1 1 WESF Modifications Civil Transfer Station Plan

H-2-837731-1 1 WESF Modifications Civil Sections and Details

H-2-837731-2 1 WESF Modifications Civil Sections and Details

H-2-837732-1 1 WESF Modifications Structural Laydown Canyon

H-2-837733-1 1 WESF Modifications Structural Truck Port Demo Plan

H-2-837734-1 1 WESF Modifications Structural Truck Port Plan

H-2-837735-1 1 WESF Modifications Structural Sections and Details



H-2-837736-1 1 WESF Modifications Gas Bottle Enclosure Enlarged Plan

H-2-837737-1 1 WESF Modifications Gas Bottle Enclosure Sections and Details

H-2-837737-2 1 WESF Modifications Gas Bottle Enclosure Sections and Details

H-2-837738-1 1 WESF Modifications Gas Bottle Enclosure Elevations

H-2-837738-2 1 WESF Modifications Gas Bottle Enclosure Elevations

30059-200 0 Cover Block Layout, G-Cell, WESF, Hanford

30059-201 1 Cover Block 1, G-Cell, WESF, Hanford







Drawings - Mechanical

H-2-837745-1 1 WESF Modifications Equipment Overall Plan

H-2-837745-2 1 WESF Modifications Equipment Overall Plan

H-2-837746-1 1 WESF Modifications Mech Enlarged Plan Operating Gallery

H-2-837746-2 1 WESF Modifications Operating Gallery Mech Elevations & Details

H-2-837746-3 1 WESF Modifications Operating Gallery Mech Elevations & Details

H-2-837746-4 1 WESF Modifications Mech Enlarged Plan Operating Gallery

H-2-837746-5 1 WESF Modifications Operating Gallery Mechanical Details

H-2-837746-6 1 WESF Modifications Operating Gallery Mechanical Details

H-2-837747-1 1 WESF Modifications Enlarged Plan G Cell

H-2-837747-2 1 WESF Modifications Mechanical G Cell Sections & Details

H-2-837747-3 1 WESF Modifications Mechanical G Cell Sections & Details

H-2-837747-4 1 WESF Modifications Mechanical G Cell Support Details

H-2-837748-1 1 WESF Modifications Mech Enlarged Plan Truck Port

H-2-837748-2 1 WESF Modifications Mechanical Truck Port Elevation And Detail

H-2-837748-3 1 WESF Modifications Mechanical Truck Port Elevation And Detail

H-2-837749-1 1 WESF Modifications Mech Equipment Plan Second Floor

H-2-837749-2 1 WESF Modifications Second Floor Mech Elevations

H-2-837749-3 1 WESF Modifications Second Floor Mech Sections & Details

H-2-837749-4 1 WESF Modifications Second Floor Mech Details

H-2-837750-1 1 WESF Modifications Mechanical Gas Bottle Rack Plan

H-2-837750-2 1 WESF Modifications Gas Bottle Rack Mechanical Details

H-2-837750-3 1 WESF Modifications Gas Bottle Rack Mech Elevation & Details

H-2-837751-1 1 WESF Modifications Service Gallery Enlarged Plan

H-2-837760-1 1 WESF Modifications G Cell Shielding Case Notes And Parts List

H-2-837760-2 1 WESF Modifications G Cell Shielding Case Weldment

H-2-837760-3 1 WESF Modifications G Cell Shielding Case Weldment

H-2-837760-4 1 WESF Modifications G Cell Shielding Case Details

H-2-837760-5 1 WESF Modifications G Cell Shielding Case Details

H-2-837761-1 1 WESF Modifications G Cell Shield Plug Notes And Parts List

H-2-837761-2 1 WESF Modifications G CELL Shield Plug Details

H-2-837761-3 1 WESF Modifications G CELL Shield Plug Assembly

H-2-837761-4 1 WESF Modifications. G Cell Shield Plug Details

H-2-837761-5 1 WESF Modifications G Cell Shield Plug Sections And Details

H-2-837761-6 1 WESF Modifications G Cell Shield Plug Details

H-2-837764-1 1 WESF Modifications DTS Hose Reel Platform Assembly







H-2-837767-1 0 WESF Modifications G Cell HVAC Shield Plug Notes and Parts List

H-2-837767-2 0 WESF Modifications G Cell HVAC Shield Plug Installation Assembly

H-2-837767-3 0 WESF Modifications G Cell HVAC Shield Plug Assembly

H-2-837767-4 0 WESF Modifications G Cell HVAC Shield Plug Details



H-2-837768-1 0 WESF Modifications UCS Storage Rack Canister Rack Assembly






H-2-837769-1 0 WESF Modifications Capsule Inspection Tray Assembly

H-2-837770-1 1 WESF Modifications Truck Port Cooling Installation Plan

H-2-837771-1 1 WESF Modifications Canyon Cooling Installation Plan

H-2-837772-1 1 WESF Modifications Truck Port and Canyon Cooling Details

H-2-837773-1 0 WESF Modifications G Cell Chiller P&ID

H-2-837774-1 0 WESF Modifications G Cell HVAC Installation Plan



H-2-837775-1 0 WESF Modifications G Cell Chiller Installation Plan

H-2-837775-2 0 WESF Modifications G Cell Chiller Installation Details



Drawings - Electrical

H-2-837780-1 1 WESF Modifications Electrical Plan Operating Gallery

H-2-837781-1 1 WESF Modifications Elec Enlarged Plan Operating Gallery

H-2-837782-1 1 WESF Modifications Electrical Plan G Cell

H-2-837783-1 1 WESF Modifications Electrical Plan Truck Port & Site

H-2-837784-1 1 WESF Modifications Electrical Plan Second Floor

H-2-837786-1 1 WESF Modifications Electrical Control Panel Rack Assembly

H-2-837787-1 1 WESF Modifications Electrical Control Panel Rack Assy

H-2-837788-1 0 WESF Modifications Electrical Support Rack Assembly

H-2-837789-1 1 WESF Modifications Electrical HVAC Power Rack Assembly




H-2-837789-2 1 WESF Modifications Electrical HVAC Power Rack Assembly

H-2-837790-1 1 WESF Modifications Electrical Heat Trace Assembly

H-2-837791-1 1 WESF Modifications Electrical Diagrams

H-2-837795-1 1 WESF Modifications Electrical AWS Block Diagrams

H-2-837796-1 0 WESF Modifications Electrical AWS Terminal Box Assy

H-2-837796-2 0 WESF Modifications Electrical AWS Terminal Box Assy

H-2-837796-3 0 WESF Modifications Electrical AWS Terminal Box Wiring

H-2-837799-1 1 WESF Modifications Electrical Wire Run & CND Schedule





H-2-837800-1 1 WESF Modifications Electrical Camera Plan First Floor

H-2-837800-2 1 WESF Modifications Electrical Camera Plan Second Floor

H-2-837801-1 1 WESF Modifications Electrical Camera System Assemblies

H-2-837801-2 1 WESF Modifications Electrical Camera Assy and Details



H-2-837802-1 1 WESF Modifications Electrical Camera Wiring Diagram

Drawings - Instrumentation

H-2-837810-1 1 WESF Modifications Instrumentation Plan Operating Gallery

H-2-837811-1 1 WESF Modifications Instrumentation Plan Truck Port

H-2-837812-1 1 WESF Modifications Instrumentation Plan Second Floor

H-2-837814-1 0 WESF Modifications Instrumentation ATMS Terminal Box Assy



H-2-837814-4 1 WESF Modifications Instrumentation ATMS Terminal Box Details

H-2-837614-5 0 WESF Modifications Instrumentation ATMS Terminal Box Wiring

H-2-837814-6 0 WESF Modifications Instrumentation ATMS Terminal Box Wiring

H-2-837814-7 1 WESF Modifications Instrumentation ATMS Block Diagram

H-2-837816-1 1 WESF Modifications PNL-G/TP-3 ATMS Parts List

H-2-837816-2 1 WESF Modifications PNL-G/TP-3 ATMS ENCL Layout

H-2-837816-3 1 WESF Modifications PNL-G/TP-3 ATMS ENCL Connection Diagram









H-2-837816-9 1 WESF Modifications PNL-G/TP-3 ATMS Loop Diagram



H-2-837816-12 1 WESF Modifications PNL-G/TP-3 ATMS STA Config Settings


Table A-2. WESF Modifications Engineering Change Requests (ECRs)*

ECR No. Rev. Title

ECR-18-001245 0 W-135 WESF Mods: Truck Port Heater Removal

ECR-18-001246 1 W-135 WESF Mods: Truck Port Piping Modifications

ECR-18-001349 1 W-135 WESF Mods: Power Modifications

ECR-18-001350 1 W-135 WESF Mods: G Cell Electrical Modification

ECR-18-001351 1 W-135 WESF Mods: Truck Port Rollup Door Replacement

ECR-18-001352 0 W-135 WESF Mods: Truck Port Fire Protection Modifications

ECR-18-001354 0 W-135 WESF Mods: G Cell Shielding Tank Removal & Shield Case Installation

ECR-18-001355 1 W-135 WESF Mods: Instrument Air Removal/Installation

ECR-18-001356 1 W-135 WESF Mods: Installation of G Cell Shielding Plugs

ECR-18-001357 1 W-135 WESF Mods: Truck Port/Canyon Mechanical Installation

ECR-18-001358 1 W-135 WESF Mods: Ops Gallery & G Cell Mechanical Installation

ECR-18-001359 0 W-135 WESF Mods: Building 282BA Removal

ECR-18-001360 0 W-135 WESF Mods: Camera System Removal

ECR-18-001361 1 W-135 WESF Mods: Canyon & G Cell Lift Bail and Grout Port Removal

ECR-18-001575 1 W-135 WESF Mods: G Cell HVAC Mods

ECR-18-001577 1 W-135 WESF Mods: Truck Port Exhaust Duct Mods

ECR-18-001579 0 W-135 WESF Mods: Truck Port Conduit Reroute

ECR-20-000362 0 G Cell Cover Block Replacement

ECR-20-000440 0 Truck Port Exterior Electrical Conduit Reroute

ECR-20-000528 0 Reroute EHBS-1 and 2 Pump Exhausts to Facility HVAC System

ECR-20-000625 0 Truck Port Cover Block Removal from WESF Canyon

ECR-20-000641 0 Truck Port Concrete Slab Modification for WESF Mods

* Additional ECRs will be developed based on issued design drawings following Contract award.


Table A-3. Capsule Storage System Equipment Drawings


1806-HEF-134-A 2 Canyon/Truck Port/G Cell Equipment Control System Architecture

1806-HEF-134-B 0 G Cell Gate Tube and Wire Detail

1806-HEF-134-B1 0 G-Cell Cover Block Gate Terminal Box Enclosure and BOM

1806-HEF-134-C 3 G Cell Equipment Control Panel

1806-HEF-134-D 3 Canyon/Truck Port Control Panel

1806-HEF-134-D1 0 Canyon/Truck Port Terminal Box

1806-HEF-134-D2 0 Canyon/Truck Port Terminal Box

1806-HEF-134-E 1 PNL-G/TP-1 Power Panel

1806-HEF-134-F 0 Electrical Cable Assemblies

1806-HEF-134-G 1 G Cell/Truck Port Pneumatic Control Panel (PNL-G/TP-2)

1806-HEF-134-I 0 Indexer Tube and Wire Detail

1806-HEF-134-I1 0 Shield Indexer Assembly Terminal Box

1806-HEF-134-L 0 G-Cell and Canyon/Truck Port Loop Diagram

1806-HEF-134-P 0 Penetration Junction Boxes for G Cell

1806-HEF-134-Q 0 Recovery Shield Assembly Wire Detail

1806-HEF-134-R 0 Transfer Assembly Upender Power Detail

1806-HEF-134-T 0 DTS Tube and Wire Detail

1806-HEF-134-T1 0 DTS Hoist Terminal Box

1806-HEF-134-T2 0 DTS Load Cell Indicator Panel

1806-HEF-134-U 1 Upender Connections

1806-HEF-134-U1 1 Upender Terminal Box

1806-HEF-134-U2 0 Upender Shielding & Shoes Assembly

1806-HEF-134-U3 0 Upender Connection Parts

1806-HEF-134-W 0 Work Platform & Indexer Cable Management

1806-HEF-134-W1 1 Work Platform Assembly

30059-049 2 UCS and Capsules Spacers Assemblies, Hanford

30059-050 3 Universal Capsule Sleeve (UCS) Assembly, Hanford

30059-060 2 Loaded Vertical Concrete Cask (VCC) Assembly, MPC, Hanford

30059-064 1 Lid Assembly, Vertical Concrete Cask (VCC), MPC, Hanford

30059-070 2 Cask Assembly, Dry Transfer System, MPC, Hanford

30059-072 1 Hose Sheave Assembly, Dry Transfer System, MPC, Hanford

30059-073 2 DTS Grapple Assembly, MPC, Hanford

30059-091 1 Alignment Ring Weldment, MPC, Hanford

30059-092 1 Shield Indexer Assembly, MPC, Hanford

30059-094 1 Indexer Gate Assy, Shield Indexer Assembly, MPC, Hanford

30059-097 0 Alignment Ring, Placement Assembly, MPC, Hanford

30059-101 3 G-Cell Cover Block Gate Assembly, MPC, Hanford


Table A-3. Capsule Storage System Equipment Drawings


30059-102 2 Funnel Details, G-Cell Cover Block Gate Assembly, MPC, Hanford

30059-103 1 Gate Details, G-Cell Cover Block Gate Assembly, MPC, Hanford

30059-106 1 Auxiliary Lifting Rigs, Operations, MPC, Hanford

30059-109 1 UCS Upender Arrangement in G-Cell, MPC, Hanford

30059-110 1 G-Cell Equipment Arrangement , MPC, Hanford

30059-120 1 Upender Assembly, G-Cell, MPC, Hanford

30059-121 3 Upender Details, G-Cell, MPC, Hanford

30059-124 1 UCS Lid Installation Assembly, Upender, G-Cell, MPC, Hanford

30059-125 1 Details, UCS Lid Installation Assembly, Upender, G-Cell, MPC, Hanford

30059-130 2 Recovery Shield Assembly, G-Cell, MPC, Hanford

30059-131 2 Detail, Recovery Shield Assembly, G-Cell, MPC, Hanford

30059-140 1 Recovery Transfer Assembly, G-Cell, MPC, Hanford

30059-141 1 Details, Recovery Transfer Assembly, G-Cell, MPC, Hanford

30059-145 0 Shielding Arrangement, G-Cell, MPC, Hanford

30059-146 0 Sliding Shield Assembly, G-Cell, MPC, Hanford

30059-151 1 Annular Weld Shields, MPC, Hanford

30059-161 2 Lift Bails, MPC, Hanford

30059-162 0 Shield Indexer Lift Bail Assembly, MPC, Hanford

30059-163 0 Long Reach Tools, Ancillary Equipment, MPC, Hanford

30059-301 4 System Diagram, WESF Building 225-B, MCSC Project, Hanford Site

30059-311 0 Backfill Conn. Operator, TSC EHBS, Ancillary Systems, Hanford MPC-CSS

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 B-i

Appendix B

Master Submittal Register

August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 B-ii


August 3, 2020 WESF Modifications and CSS Equipment Installation / Requisition No. 340160 B-1

Appendix B

Master Submittal Register

Tables B-1 and B-2 provide the master submittal registers for Tasks 1 and 2 of this statement of work,

respectively. The legend applied to these tables is provided in the following paragraphs.

1. Typically a numerical sequence (i.e., 1, 2, 3). However, other numbering systems may also be used.

2. Submittal type:

APW = Approval Required Prior to Work (CHPRC must approve the Contractor’s submittal

prior to the Contractor being authorized to proceed with any activity/work associated

with the submittal).

AP = Approval Required (CHPRC must approve the Contractor’s submittal; however, work

associated with the submittal may proceed prior to CHPRC approval).

Format: Describes the type of submittal required (electronic or printed):

PDF = Adobe® Acrobat® (Portable Document Format)

3. Technical submittals are Engineering or Quality affecting submittals. A Yes in this column designates

the need for formalized comments, and a formalized comment disposition process by the Contractor.

Examples of Technical Submittals would include Engineering or Fabrication Drawings, or

Certificates of Conformance.

4. Vendor information is for project record purposes.

5. Description/Document Title. Describe submittal.

6. Required submittal date or its relationship to project milestones. Examples are July 1, 2015, or Award

+ 15 days, Contract Completion +30 days.

A Date of Award

CD Conceptual Design Complete

PD Preliminary Design Complete

FD Final Design Complete

M Mobilization

SC Start of Construction

EC End of Construction

7. Approver Organization. Examples are BTR, Project Manager, Cost Account Manager, Engineering,

Quality Assurance, Safety, etc.

8. The number of workdays required for review of the submittal.

9. Submittal Requirement References:


a. Administrative submittal requirements are based on the sections and

paragraphs of Statement of Work for Construction, WESF Modifications and

CSS Equipment Installation (Project W135).

b. Technical submittal requirements are based on paragraphs in the applicable

sections of CHPRC-03758, W-135 WESF Modifications Construction

Specification.


ADMINISTRATIVE SUBMITTALS

T1-1 APW N N

Name of person responsible for

receiving changes to design

media

SC-14 PM 5 Days 01036, 1.2.2

T1-2 APW N N Alternate safety program (if

used) With Proposal OS&IH/CM N/A 01110, 1.2.1.1,

T1-3 APW N N Job Hazard Analysis SC-14 OS&IH/CM 5 Days 01110, 1.2.1.3

T1-4 APW N N Project Manager With Proposal CM/PM N/A 01150, 1.3.1.2.

T1-5 APW N N Designated Safety

Representative With proposal CM/OS&IH N/A 01150, 1.3.1.2

T1-6 APW N N Field Work Supervisor With proposal CM/OS&IH N/A 01150, 1.3.1.2

T1-7 APW N N Designated Fall Protection

Competent Person A+7 CM/OS&IH 5 Days 01150, 1.3.1.2

T1-8 APW N N

Designated Excavation,

Trenching & Shoring Competent

Person

A+7 CM/OS&IH 5 Days 01150, 1.3.1.2.5

T1-9 APW N N Designated Hoisting & Rigging

Leader A+7 CM/OS&IH 5 Days 01150, 1.3.1.2

T1-10 APW N N Training Matrix A+7 CM/OS&IH 5 Days 01150, 1.3.3.2

T1-11 APW N N Employee Job Task analysis (for

new employees) A+7 CM/OS&IH 5 Days 01150, 1.5.1

T1-12 APW N N Dust Control Plan A+7 CM/ECO 5 Days 01130, 1.1.1.2.1

T1-13 APW N N List of Radiation Sources SC+7 CM/Radcon 5 Days 01130, 1.2.1.4

Table B-1. Master Submittal Register for Task 1: WESF Modifications

Contract Number: TBD

No. Type Technical

Submittal

Vendor

Info Description of Submittal

Submittal Date

Approval

Organization

CHPRC

Review Time

(Work Days)

CHPRC-03758 Reference

or SOW Paragraph


T1-14 APW N N Safety Data Sheets (SDS) SC-7 CM/OS&IH/CC 5 Days 01130,

T1-15 APW N N Chemical Inventory A+7 CM/WMR/ECO 5 Days 01130, 1.2.1.2

T1-16 APW N N Air Emissions Inventory A+7 CM/ECO 5 Days 01130, 1.11.1.1

T1-17 APW N N Waste Management Plan SC-14 CM/WMR/ECO 5 Days 01130, 1.2.1.1

T1-18 APW N N Statement for

Suspect/Counterfeit EC+7 CM/QA 5 Days 0100, 1.4.1

T1-19 APW N N

List of Heavy Equipment

(include routine maintenance to

be performed on site)

A+7 PM/CM 1Week 01040, 1.4.1

T1-20 APW N N Project Baseline Schedule With Proposal PM/CM/Project

Controls N/A 01315, 1.1.3.2

T1-21 APW N N

Contractor’s Quality Assurance

Plan (QAP) and Implementation

Plan (if required)

With Proposal CM/ENG/QA 14 Days 01400, 1.2.2.1

01400, 1.3.2.1

T1-22 APW Y Y Nonconformance/Deviation

Reports

When discovered

+2 PM/CM/ENG/QA 5 Days

01400, 1.7.1

30059-S-06, 7.3 and 9.6

T1-23 APW Y Y Substitution Requests SC-14 PM/CM/ENG/QA 5 Days 1630, 1.1.2.1

TECHNICAL SUBMITTALS

SECTION 02 41 19

SELECTIVE STRUCTURE DEMOLITION

T1-24 APW N N Field report documenting

locations of capped utilities. SC ENG 5 Days 1.3.A

SECTION 03 15 00

POST-INSTALLED CONCRETE ANCHORS (NON-SAFETY RELATED)

T1-25 AP Y Y Certificate of Compliance EC-14 CM/ENG/QA 5 Days 1.3.B.1

T1-26 APW N N Installer Training Records SC-14 CM/ENG/QA 5 Days 1.3.B.2

T1-27 APW N N Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.3

T1-28 AP N N Field Quality Control Reports EC+14 CM/ENG/QA 5 Days 1.3.B.4


SECTION 03 15 21

POST-INSTALLED CONCRETE ANCHORS (SAFETY SIGNIFICANT)

T1-29 AP Y Y Certified Material Test Reports SC+14 CM/ENG/QA 5 Days 1.3.B.1

T1-30 APW N N Commercial Grade Dedication

(CGD) Plans (if required) SC-14 CM/ENG/QA 5 Days 1.3.B.2

T1-31 AP N Y Product Data SC-14 CM/ENG/QA 5 Days 1.3.B.3

T1-32 APW N N Inspection Plan SC-14 CM/ENG/QA 5 Days 1.3.B.4


T1-34 AP N N Field Quality Control Reports EC-14 CM/ENG/QA 5 Days 1.3.B.6


SECTION 03 30 00

CAST-IN-PLACE CONCRETE (NON-SAFETY RELATED)

T1-36 APW N Y Concrete Mix Design SC-14 CM/ENG 5 Days 1.3.B.1

T1-37 AP N Y Product Data SC-14 CM/ENG 5 Days 1.3.B.2

T1-38 APW Y N Reinforcement Shop Drawings SC-14 CM/ENG 5 Days 1.3.B.3

T1-39 APW Y N Anchor Layout Plan SC-14 CM/ENG 5 Days 1.3.B.4

T1-40 APW N N Cold Weather Placement Plan SC-14 CM/ENG 5 Days 1.3.B.5

T1-41 APW N N Hot Weather Placement Plan SC-14 CM/ENG 5 Days 1.3.B.6

T1-42 APW Y N Concrete Placement Drawings SC-14 CM/ENG 5 Days 1.3.B.7

T1-43 APW N N Concrete Repair Plan SC-14 CM/ENG 5 Days 1.3.B.8

T1-44 APW N N Concrete Supplier Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.9

T1-45 APW N N Inspection Agency Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.10

T1-46 APW N N Concrete Field Testing

Technician Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.11

T1-47 APW N N Concrete Laboratory Testing


T1-48 APW N N Reinforced Concrete Special

Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.13


T1-49 APW N N Pre-Pour Inspection Checklists SC-5 CM/ENG/QA 5 Days 1.3.B.14

T1-50 AP N N Concrete Batch/Trip Tickets EC+14 CM/ENG/QA 5 Days 1.3.B.15


T1-52 AP N N Laboratory Field Control Reports EC+14 CM/ENG/QA 5 Days 1.3.B.17

SECTION 03 30 21

CAST-IN-PLACE CONCRETE (SAFETY SIGNIFICANT)


(CGD) Plans SC-14 CM/ENG/QA 5 Days 1.3.B.1


T1-55 APW N N Concrete Supplier QA/QC Plan SC-14 CM/ENG/QA 5 Days 1.3.B.3

T1-56 APW N N Concrete Supplier Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.4

T1-57 APW Y N Product Data - Admixtures SC-14 CM/ENG/QA 5 Days 1.3.B.5.a

T1-58 APW Y N Product Data - Curing

Compounds SC-14 CM/ENG/QA 5 Days 1.3.B.5.b

T1-59 APW Y N Product Data - Bonding agents SC-14 CM/ENG/QA 5 Days 1.3.B.5.c

T1-60 APW Y N Product Data - Adhesives SC-14 CM/ENG/QA 5 Days 1.3.B.5.d

T1-61 APW Y N Product Data - Joint-filler SC-14 CM/ENG/QA 5 Days 1.3.B.5.e

T1-62 APW Y N Product Data - Grout SC-14 CM/ENG/QA 5 Days 1.3.B.5.f

T1-63 APW Y N Product Data - Repair Materials SC-14 CM/ENG/QA 5 Days 1.3.B.5.g

T1-64 AP N N

Field Quality Control Reports –

Special Inspection - Concrete

Placement

EC+7 CM/ENG/QA 5 Days 1.3.B.6.a

T1-65 AP N N


Special Inspection - Floor

Levelness, Floor Flatness

EC+7 CM/ENG/QA 5 Days 1.3.B.6.b

T1-66 AP N N Field Quality Control Reports –

Concrete Field Testing EC+7 CM/ENG/QA 5 Days 1.3.B.6.c

T1-67 AP N N Laboratory Quality Control

Reports EC+7 CM/ENG/QA 5 Days 1.3.B.7


T1-68 AP Y N Reinforcing-bar - Certified

Material Test Reports (CMTRs) SC-14 CM/ENG/QA 5 Days 1.3.B.8

T1-69 APW Y N Reinforcement Shop Drawings SC-14 CM/ENG 5 Days 1.3.B.9

T1-70 APW Y N Reinforcement Accessories

CMTRs SC-14 CM/ENG/QA 5 Days 1.3.B.10

T1-71 APW Y N Concrete Material Conformance SC-14 CM/ENG/QA 5 Days 1.3.B.11

T1-72 APW N N Concrete Mix Design

Methodology/Test Data SC-14 CM/ENG 5 Days 1.3.B.12

T1-73 APW N N Concrete Mix Design SC-14 CM/ENG 5 Days 1.3.B.13

T1-74 APW N N Concrete Plant, Quarry, and

Admixture Producers SC-14 CM/ENG 5 Days 1.3.B.14

T1-75 APW N N Concrete Mix Design Test Results SC-14 CM/ENG 5 Days 1.3.B.15

T1-76 APW N N Concrete Finisher Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.16

T1-77 APW N N Cold Weather Placement Plan SC-14 CM/ENG 5 Days 1.3.B.17

T1-78 APW N N Hot Weather Placement Plan SC-14 CM/ENG 5 Days 1.3.B.18

T1-79 APW Y N Concrete Placement Drawings SC-14 CM/ENG 5 Days 1.3.B.19

T1-80 APW N N Concrete Repair Plan SC-14 CM/ENG/QA 5 Days 1.3.B.20

T1-81 APW N N Minutes of pre-installation

conference. SC CM/ENG 5 Days 1.3.B.21

T1-82 APW/PDF N N Notification of Source Changes

(if applicable) SC-20 CM/ENG/QA 5 Days 1.3.B.22

T1-83 APW N N Inspection and Testing Agency

Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.23






Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.26

T1-87 APW Y N Anchor Layout Plan SC-14 CM/ENG 5 Days 1.3.B.27


T1-88 AP N N Batch/Trip Tickets SC CM/ENG/QA 5 Days 1.3.B.28

T1-89 AP N N Pre-Pour Inspection Checklist SC CM/ENG/QA 5 Days 1.3.B.29

SECTION 05 50 00

METAL FABRICATIONS (NON-SAFETY RELATED)

T1-90 APW N N Welder Qualifications and

Continuity Logs SC-14 CM/ENG/QA 5 Days 1.3.B.1

T1-91 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.2


T1-93 APW N N Inspection procedures SC-14 CM/ENG/QA 5 Days 1.3.B.4


T1-95 APW Y N Erection/Installation Drawings SC-14 CM/ENG/QA 5 Days 1.3.B.6

T1-96 APW Y N Shop drawings and Production

Travelers. SC-14 CM/ENG/QA 5 Days 1.3.B.7

SECTION 05 50 21

METAL FABRICATIONS (SAFETY SIGNIFICANT)

T1-97 APW Y N Certified Material Test Reports

(CMTR’s) EC+14 CM/ENG/QA 5 Days 1.3.B.1


(CGD) Plan (if required) SC-14 CM/ENG/QA 5 Days 1.3.B.2


T1-100 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.4



T1-103 APW N N Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.B.7



T1-106 APW Y N Shop Drawings and Production

Travelers SC-14 CM/ENG/QA 5 Days 1.3.B.10


SECTION 07 84 00

FIRE STOPPING

T1-107 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.B.1

T1-108 APW N N Manufacturer’s Installation

Instructions SC-14 CM/ENG 5 Days 1.3.B.2

T1-109 APW N N Manufacturer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.3

T1-110 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.4

T1-111 APW N N Testing and Inspection Agency

Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.5


SECTION 07 92 00

JOINT SEALANTS



SECTION 08 33 23

OVERHEAD COILING DOORS


T1-116 APW Y N Shop Drawings SC-14 CM/ENG 5 Days 1.3.B.2

T1-117 APW N N Samples for Initial Selection SC-14 CM/ENG 5 Days 1.3.B.3


T1-119 APW N N Sample Warranty SC-14 CM/ENG 5 Days 1.3.B.5

T1-120 AP N N Operation and Maintenance

Manual EC+10 CM/ENG 5 Days 1.3.B.6

T1-121 AP N N Warranty EC+10 CM/ENG 5 Days 1.3.B.7

T1-122 APW N N Manufacturer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.8

T1-123 APW N N Startup Service Documentation EC CM/ENG 5 Days 1.3.B.9


SECTION 09 91 00

PAINTING




SECTION 09 96 00

HIGH-PERFORMANCE COATINGS


T1-128 APW N N

Samples: BTR to receive

samples, and Contractor to submit

Chain of Custody

SC-14 CM/ENG 5 Days 1.3.B.2

T1-129 APW N N Installer Certificates SC-14 CM/ENG/QA 5 Days 1.3.B.3

T1-130 APW N N Maintenance Data SC-14 CM/ENG 5 Days 1.3.B.4


T1-132 AP N N Field Quality Control Reports SC-14 CM/ENG/QA 5 Days 1.3.B.6

SECTION 21 13 13

WET PIPE FIRE PROTECTION SYSTEM

T1-133 APW Y Y Wet Pipe Fire Protection System

Design SC-14 CM/ENG 5 Days 1.3 A.

T1-134 APW N N Contractor Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B

T1-135 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.C

T1-136 APW Y N Drawings (PDF & AutoCAD) SC-14 CM/ENG 5 Days 1.3.D

T1-137 AP N N Final Record Drawings EC+14 CM/ENG 5 Days 1.3.E

T1-138 APW N N Test Procedure SC-14 CM/ENG/QA 5 Days 1.3.F

T1-139 AP N N Field Quality Control Reports SC-14 CM/ENG/QA 5 Days 1.3.G

T1-140 AP N N Sway Bracing Calculations SC-14 CM/ENG 5 Days 1.3.H

T1-141 APW N N Certificates of Conformance SC-14 CM/ENG/QA 5 Days 1.3.I

T1-142 AP N N Punch List of Deficiencies 2 weeks following

receipt CM/ENG 5 Days 1.3.J


T1-143 AP Y Y Spare Parts Data EC+14 CM/ENG 5 Days 1.3.K

T1-144 APW N N Welding Submittals SC-14 CM/ENG/QA 5 Days 1.3.L

T1-145 AP N Y Final Inspection Report EC+14 CM/ENG/QA 5 Days 1.3.M

SECTION 22 05 17

SLEEVES FOR PLUMBING PIPING AND TUBING

T1-146 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.A.

T1-147 APW N N Installation Plan SC-14 CM/ENG/QA 5 Days 1.3.B

SECTION 22 05 23

GENERAL-DUTY VALVES FOR PIPING AND TUBING

T1-148 APW N N Product Data SC-14 CM/ENG 5 Days 1.3 A

SECTION 22 05 29

HANGERS AND SUPPORTS FOR PIPING, TUBING, AND EQUIPMENT

T1-149 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.A

T1-150 APW Y N Shop Drawings, Installation

Details, and Calculations SC-14 CM/ENG 5 Days 1.3.B.

T1-151 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.1

T1-152 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.2

T1-153 APW N N Welding Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.3

T1-154 APW N N Welding Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.C.4

T1-155 AP Y N Material Test Reports SC-14 CM/ENG/QA 5 Days 1.3.D


(CGD) Plans (if required) SC-14 CM/ENG/QA 5 Days 1.3 E

T1-157 APW N N Technical Documentation SC-14 CM/ENG/QA 5 Days 1.3.F

SECTION 22 05 53

IDENTIFICATION FOR PIPING, TUBING, AND EQUIPMENT



SECTION 22 08 13

TESTING PIPING AND TUBING SYSTEMS

T1-159 APW N N Test Plan SC-14 CM/ENG/QA 5 Days 1.3.A

T1-160 AP N N Test Reports EC-1 CM/ENG/QA 5 Days 1.3.B

SECTION 22 15 13

GENERAL SERVICE COMPRESSED AIR PIPING AND TUBING

T1-161 APW N N Product Data Sheets SC-14 CM/ENG 5 Days 1.3.A

T1-162 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B

T1-163 AP N N Field Quality Control Reports EC-14 CM/ENG/QA 5 Days 1.3.C

T1-164 AP N N Purge Reports EC+5 CM/ENG/QA 5 Days 1.3.D

T1-165 APW N N Material Handling Plan SC-14 CM/ENG 5 Days 1.3.E

SECTION 22 63 13

SPECIALTY GAS, VACUUM AND DRAIN TUBING, FITTINGS, AND COMPONENTS

T1-166 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.A

T1-167 APW N N Leak Testing Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B


T1-169 AP N N Operating and Maintenance

Manuals EC-14 CM/ENG 5 Days 1.3.D

T1-170 APW N N Cleaning Procedure SC-14 CM/ENG/QA 5 Days 1.3.E

T1-171 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.1

T1-172 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.2

T1-173 APW N N Welding Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.3

T1-174 APW N N Welding Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.F.4

T1-175 AP N N Field Quality Control Reports

(Welding) EC-14 CM/ENG/QA 5 Days 1.3.G

T1-176 AP N N Purge Reports EC+5 CM/ENG/QA 5 Days 1.3.H


SECTION 23 05 13

LOW-VOLTAGE AC INDUCTION MOTORS

T1-177 AP Y N Nameplate date in accordance

with NEMA MG 1. SC-14 CM/ENG 5 Days 1.3.A.1

T1-178 AP Y N Total Weight SC-14 CM/ENG 5 Days 1.3.A.2

T1-179 AP Y N Factory Test Reports SC-14 CM/ENG/QA 5 Days 1.3.A.3

SECTION 23 07 19

HVAC PIPING INSULATION

T1-180 AP Y N Product Data SC-14 CM/ENG 5 Days 1.3.A

T1-181 APW Y N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B

SECTION 23 21 13

HYDRONIC PIPING


T1-183 AP Y N Field Quality Control Reports SC-14 CM/ENG/QA 5 Days 1.3.B

T1-184 APW Y N Material Handling Plan SC-14 CM/ENG/QA 5 Days 1.3.C

SECTION 23 21 16

HYDRONIC PIPING SPECIALTIES


T1-186 AP Y N Operation and Maintenance

Manuals SC-14 CM/ENG 5 Days 1.3.B

SECTION 23 21 29

AUTOMATIC CONDENSATE PUMP UNITS

T1-187 AP Y N Product data SC-14 CM/ENG 5 Days 1.3.A

T1-188 AP Y N Factory Test Certifications SC-14 CM/ENG/QA 5 Days 1.3.B

T1-189 AP Y N Installation, Operation, and

Maintenance Manual SC-14 CM/ENG 5 Days 1.3.C

T1-190 AP Y N Recommended Spare Parts SC-14 CM/ENG 5 Days 1.3.D

SECTION 23 23 00

REFRIGERANT PIPING

T1-191 AP Y N Pipe Schedule Indicating ASTM SC-14 CM/ENG 5 Days 1.3.A

T1-192 AP Y N Copper Tube Certification SC-14 CM/ENG/QA 5 Days 1.3.B

T1-193 APW Y N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C


SECTION 23 31 00

HVAC DUCT

T1-194 APW Y N Shop Drawings SC-14 CM/ENG 5 Days 1.3.A

T1-195 APW Y N Certified Material Test Reports SC-14 CM/ENG/QA 5 Days 1.3.B

T1-196 AP N N Product Data SC-14 CM/ENG 5 Days 1.3.C

T1-197 APW N N Weld Procedures SC-14 CM/ENG/QA 5 Days 1.3.D

T1-198 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.E

T1-199 APW N N Weld Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.F

T1-200 AP N N Weld Inspection Results EC-14 CM/ENG/QA 5 Days 1.3.G

T1-201 APW N N Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.H

T1-202 APW N N ASME AG-1 Compliance Table SC-14 CM/ENG/QA 5 Days 1.3.I

T1-203 AP N N ASME AG-1 Inspection Results EC-14 CM/ENG/QA 5 Days 1.3.J

T1-204 APW N N Duct Leak Test Procedure SC-14 CM/ENG/QA 5 Days 1.3.K

T1-205 AP N N Duct Leak Test Results EC-14 CM/ENG/QA 5 Days 1.3.L

T1-206 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.M

SECTION 23 34 00

HVAC FANS

T1-207 AP N N Product Data SC-14 CM/ENG 5 Days 1.3.A

T1-208 AP N N Factory Test Certifications SC-14 CM/ENG/QA 5 Days 1.3.B

T1-209 AP N Y Installation, Operation and

Maintenance Manuals EC+14 CM/EMG 5 Days 1.3.C

SECTION 23 64 00

PACKAGED WATER CHILLERS


T1-211 AP N N Factory Test Certifications SC-14 CM/ENG/QA 5 Days 1.2.B

T1-212 AP N N Installation, Operation and

Maintenance Manuals SC-14 CM/ENG 5 Days 1.2.C

T1-213 AP N N Recommended Spare Parts List SC-14 CM/ENG 5 Days 1.3.D


SECTION 23 81 29

VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

T1-214 APW N N Contractor Experience SC-14 CM/ENG/QA 5 Days 1.3.A

T1-215 AP N N Product Data SC-14 CM/ENG 5 Days 1.3.B

T1-216 AP N Y Operation and Maintenance

Manuals EC+5 CM/ENG 5 Days 1.3.C

T1-217 APW Y N Shop Drawings (CAD and PDF) SC-14 CM/ENG 5 Days 1.3.D

T1-218 APW Y N Inspection and Test Plans SC-14 CM/ENG/QA 5 Days 1.3.E

T1-219 AP N N Inspection and Test Reports SC-14 CM/ENG/QA 5 Days 1.3.F

T1-220 AP N N Maintenance Procedures EC-14 CM/ENG/QA 5 Days 1.3.G

T1-221 AP N N Startup Plan SC-14 CM/ENG/QA 5 Days 1.3.H

T1-222 AP N N Recommended spare parts list SC-14 CM/ENG/QA 5 Days 1.3.I

SECTION 23 82 16

COOLING COILS


T1-224 AP N N Factory test certifications SC-14 CM/ENG/QA 5 Days 1.3.B

T1-225 AP N N Installation, Operation and

Maintenance Manuals SC-14 CM/ENG 5 Days 1.3.C

SECTION 26 05 02

BASIC ELECTRICAL REQUIREMENTS

T1-226 AP Y N Product Data SC-14 CM/ENG 10 Days 1.3.B.1

T1-227 APW Y N Product Certification SC-14 CM/ENG 10 Days 1.3.B.2

T1-228 AP Y Y Electrical Inspection Reports EC+14 CM/ENG/QA 5 Days 1.3.B.3

SECTION 26 05 05

CONDUCTORS


T1-230 AP Y N Product Certification SC-14 CM/ENG/QA 10 Days 1.3.B.2


SECTION 26 05 26

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

T1-231 APW Y N Product Data SC-14 CM/ENG 10 Days 1.3.B.1

T1-232 APW Y N Product Certification SC-14 CM/ENG/QA 10 Days 1.3.B.2

T1-233 AP Y Y NEC Inspection Reports EC+14 CM/ENG/QA 5 Days 1.3.B.3

T1-234 AP Y N Grounding Acceptance Test


SECTION 26 05 29

HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS


T1-236 APW Y N Product Certifications SC-14 CM/ENG/QA 10 Days 1.3.B.2

SECTION 26 05 33

RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

T1-237 APW Y N Product Data SC-14 CM/ENG 5 Days 1.3.B

T1-238 APW Y N Product Certifications such as

NRTL SC-14 CM/ENG/QA 10 Days 1.3.C

T1-239 APW Y N Shop Drawings SC-14 CM/ENG 5 Days 1.3.D

T1-240 AP Y N NEC Inspection Reports EC-14 CM/ENG 1 Day 1.3.E

SECTION 26 05 53

IDENTIFICATION FOR ELECTRICAL SYSTEMS


SECTION 26 08 00

ELECTRICAL SYSTEMS TESTING

T1-242 FIO Y N Inspection and Test Schedule SC-14 CM/ENG 5 Days 1.3.B.1

T1-243 FIO Y N Operation and Maintenance Data EC-14 CM/ENG,/QA 5 Days 1.3.B.2

T1-244 APW Y N Testing, Certification and

Inspection Plans SC-14 CM/ENG/QA 10 Days 1.3.C.1

T1-245 AP Y N Test and Inspection Reports EC+14 CM/ENG/QA 10 Days 1.3.C.2


SECTION 26 27 26

WIRING DEVICES


T1-247 APW Y N Product Certifications SC-14 CM/ENG 10 Days 1.3.B.2

SECTION 26 28 16

ENCLOSED SWITCHES AND CIRCUIT BREAKERS

T1-248 APW Y N Product and Technical Data

(Circuit Breakers) SC-14 CM/ENG 10 Days 1.3.B.1

T1-249 APW Y N NRTL Circuit Breaker Approval

(New) SC-14 CM/ENG/QA 10 Days 1.3.B.2

T1-250 APW Y N Circuit Breaker Certificate of

Conformance (Reconditioned) SC-14 CM/ENG/QA 10 Days 1.3.B.3


(Safety Switch) SC-14 CM/ENG 10 Days 1.3.B.4

T1-252 APW Y N NRTL Safety Switch Approval SC-14 CM/ENG/QA 10 Days 1.3.B.5


(Motor Controllers) SC-14 CM/ENG 10 Days 1.3.B.6

T1-254 APW Y N NRTL Motor Controller Approval SC-14 CM/ENG/QA 10 Days 1.3.B.7

T1-255 AP Y N Field Test Data EC-14 CM/ENG 10 Days 1.3.B.8

SECTION 28 23 00

VIDEO SURVEILLANCE SYSTEM

T1-256 APW Y N Product Data Prior to Delivery CM/ENG 10 Days 1.3.B.1

T1-257 APW Y N Product Certifications Prior to Delivery CM/ENG 10 Days 1.3.B.2


Inspection Plans SC-14 CM/ENG/QA 10 Days 1.3.B.3

T1-259 AP Y N Final Inspection Reports and Test



SECTION 32 12 00

HOT MIX ASPHALT PAVING



T1-269 APW N N Traffic Control Plan SC-14 CM/ENG 5 Days 1.3.B.3

T1-270 APW N N Field Quality Control Reports EC+7 CM/ENG/QA 5 Days 1.3.C

SECTION 33 40 00

STORM DRAINAGE UTILITIES

T1-271 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.B

T1-272 APW N N HDPE Welder Qualifications SC-14 CM/ENG 5 Days 1.3.C

SECTION 40 70 00

INSTRUMENTATION

T1-273 APW Y N Product Data Prior to Delivery CM/ENG/QA 10 Days 1.3.A.1

T1-274 APW Y N Product Certification Prior to Delivery ENG/QA 10 Days 1.3.A.2

T1-275 APW N Y Manufacturer’s Installation

Instructions Prior to Delivery CM/ENG 10 Days 1.3.A.3

SECTION 31 20 00

EARTH MOVING



Report (ASTM D1557) EC-14 CM/ENG/QA 5 Days 1.3.B.2


(ASTM D6938) SC CM/ENG/QA 1 Day 1.3.B.3

SECTION 32 11 23

AGGREGATE FOR GRAVEL BASE

T1-263 AP N N Aggregate Gradation Reports C CM/ENG 1 Day 1.3.B.1






T1-276 APW Y N Certificates of Conformance SC-14 CM/ENG/QA 5 Days 1.3.A.4

T1-277 APW N Y NIST Factory Certification of

Calibration SC-14 CM/ENG/QA 5 Days 1.3.A.5


Inspection Plans SC-14 CM/ENG/QA 5 Days 1.3.A.6

T1-279 AP Y N Test and Inspection Reports EC-14 CM/ENG/QA 5 Days 1.3.A7

T1-280 APW Y N Safety Significant Submittals Prior to Delivery CM/ENG/QA 10 Days 1.3.B, 1.4.E

SECTION 43 15 10

VACUUM EXHAUST PIPING

T1-281 AP Y N Product Data Prior to Delivery CM/ENG/QA 10 Days 1.3.B.

T1-282 AP Y N

Welding Procedure

Specifications (WPSs) including

pre-qualified WPSs and

Procedure Qualification Records

(PQRs)

SC-14 CM/ENG/QA 10 Days 1.3.C.

T1-283 AP Y N Weld Inspection Reports EC-14 CM/ENG/QA 10 Days 1.3.D.

T1-284 AP Y N Weld inspector/examiner

certifications SC-14 CM/ENG/QA 10 Days 1.3.E.

T1-285 AP Y N Welder Performance

Qualification Records (WPQRs) SC-14 CM/ENG/QA 10 Days 1.3.F.

T1-286 AP Y N Field quality-control test reports EC-14 CM/ENG/QA 10 Days 1.3.G.


30059-S-06

G CELL COVER BLOCK CONCRETE (SAFETY SIGNIFICANT)

No. Type Technical

Submittal

Vendor


Submittal Date

Approval

Organization

CHPRC

Review Time

(Work Days)

30059-S-06 Reference or

SOW Paragraph


(CGD) Plans SC-14 CM/ENG/QA 5 Days 3.0

T1-288 APW N N Inspection Plan SC-14 CM/ENG/QA 5 Days 4.3

T1-289 APW N N Concrete Supplier QA/QC Plan SC-14 CM/ENG/QA 5 Days 9.1

T1-290 APW N N Concrete Supplier Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2

T1-291 APW Y N Product Data - Cement SC-14 CM/ENG/QA 5 Days 5.3.1

T1-292 APW Y N Product Data - Aggregate SC-14 CM/ENG/QA 5 Days 5.3.2

T1-293 APW Y N Product Data - Admixtures SC-14 CM/ENG/QA 5 Days 5.3.4

T1-294 APW Y N Product Data - Bonding agents SC-14 CM/ENG/QA 5 Days 6.6

T1-295 APW Y N Product Data - Repair Materials SC-14 CM/ENG/QA 5 Days 6.6

T1-296 AP N N


Special Inspection - Concrete

Placement

EC+7 CM/ENG/QA 5 Days 7.2.3

T1-297 AP N N


Special Inspection - Block

Levelness, Block Flatness

EC+7 CM/ENG/QA 5 Days 6.7

T1-298 AP N N Field Quality Control Reports –

Concrete Field Testing EC+7 CM/ENG/QA 5 Days 7.2.3


Reports EC+7 CM/ENG/QA 5 Days 7.2.3

T1-300 AP Y N Reinforcing-bar - Certified

Material Test Reports (CMTRs) SC-14 CM/ENG/QA 5 Days 9.8

T1-301 APW Y N Reinforcing Steel Testing SC-14 CM/ENG/QA 5 Days 7.4

T1-302 APW Y N Reinforcement Shop Drawings SC-14 CM/ENG 5 Days 6.3


T1-303 APW Y N Reinforcement Accessories

CMTRs SC-14 CM/ENG/QA 5 Days 9.8

T1-304 APW N N Certificates of Conformance Delivery-14 CM/ENG/QA 5 Days 9.10

T1-305 APW Y N Concrete Material Conformance SC-14 CM/ENG/QA 5 Days 5.3, 9.8

T1-306 APW N N Concrete Mix Design

Methodology/Test Data SC-14 CM/ENG 5 Days 7.2.1

T1-307 APW N N Concrete Mix Design SC-14 CM/ENG 5 Days 5.3.6

T1-308 APW N N Concrete Plant, Quarry, and

Admixture Producers SC-14 CM/ENG 5 Days 5.3.7

T1-309 APW N N Concrete Mix Design Test Results SC-14 CM/ENG 5 Days 7.2.2

T1-310 APW N N Concrete Finisher Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2

T1-311 APW N N Cold Weather Placement Plan SC-14 CM/ENG 5 Days 6.5

T1-312 APW N N Hot Weather Placement Plan SC-14 CM/ENG 5 Days 6.5

T1-313 APW Y N Concrete Placement Drawings SC-14 CM/ENG 5 Days 6.1

T1-314 APW N N Concrete Repair Plan SC-14 CM/ENG/QA 5 Days 6.6

T1-315 AP N N Inspection and Test Reports EC-14 CM/ENG/QA 5 Days 7.1.3

T1-316 APW/PDF N N Notification of Source Changes

(if applicable) SC-20 CM/ENG/QA 5 Days 5.3

T1-317 APW N N Inspection and Testing Agency

Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2, 9.7


Technician Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2, 9.7


Technician Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2, 9.7


Inspector Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2, 9.7

T1-321 APW Y N Anchor Layout Plan SC-14 CM/ENG 5 Days 6.4

T1-322 AP N N Batch/Trip Tickets SC CM/ENG/QA 5 Days 5.3.7

T1-323 AP N N Pre-Pour Inspection Checklist SC CM/ENG/QA 5 Days 6.0


30059-S-06

G CELL COVER BLOCK METAL FABRICATIONS (SAFETY SIGNIFICANT)

No. Type Technical

Submittal

Vendor


Submittal Date

Approval

Organization

CHPRC

Review Time

(Work Days)

30059-S-06 Reference or

SOW Paragraph


(CMTR’s) EC+14 CM/ENG/QA 5 Days 5.8, 9.8


(CGD) Plan (if required) SC-14 CM/ENG/QA 5 Days 3.0

T1-326 APW N N Inspection Plan SC-14 CM/ENG/QA 5 Days 4.3

T1-327 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2

T1-328 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2

T1-329 APW N N Inspector Qualifications SC-14 CM/ENG/QA 5 Days 7.1.2

T1-330 APW N N Inspection Procedures SC-14 CM/ENG/QA 5 Days 7.1.3

T1-331 AP N N Inspection and Test Reports EC-14 CM/ENG/QA 5 Days 7.1.3

T1-332 AP N N Field Quality Control Reports EC-14 CM/ENG/QA 5 Days 5.5

T1-333 APW Y N Erection/Installation Drawings SC-14 CM/ENG/QA 5 Days 6.3


Travelers SC-14 CM/ENG/QA 5 Days 6.3


ADMINISTRATIVE SUBMITTALS

T2-1 APW N N

Name of person responsible for

receiving changes to design

media

SC-14 PM 5 Days 01036, 1.2.2

T2-2 APW N N Alternate safety program (if

used) With Proposal OS&IH/CM N/A 01110, 1.2.1.1,

T2-3 APW N N Job Hazard Analysis SC-14 OS&IH/CM 5 Days 01110, 1.2.1.3

T2-4 APW N N Project Manager With Proposal CM/PM N/A 01150, 1.3.1.2.

T2-5 APW N N Designated Safety

Representative With proposal CM/OS&IH N/A 01150, 1.3.1.2

T2-6 APW N N Field Work Supervisor With proposal CM/OS&IH N/A 01150, 1.3.1.2

T2-7 APW N N Designated Fall Protection

Competent Person A+7 CM/OS&IH 5 Days 01150, 1.3.1.2

T2-8 APW N N Designated Hoisting & Rigging

Leader A+7 CM/OS&IH 5 Days 01150, 1.3.1.2

T2-9 APW N N Training Matrix A+7 CM/OS&IH 5 Days 01150, 1.3.3.2

T2-10 APW N N Employee Job Task analysis (for

new employees) A+7 CM/OS&IH 5 Days 01150, 1.5.1

T2-11 APW N N Dust Control Plan A+7 CM/ECO 5 Days 01130, 1.1.1.2.1

T2-12 APW N N List of Radiation Sources SC+7 CM/Radcon 5 Days 01130, 1.2.1.4

T2-13 APW N N Safety Data Sheets (SDS) SC-7 CM/OS&IH/CC 5 Days 01130,

T2-14 APW N N Chemical Inventory A+7 CM/WMR/ECO 5 Days 01130, 1.2.1.2

T2-15 APW N N Air Emissions Inventory A+7 CM/ECO 5 Days 01130, 1.11.1.1

Table B-1. Master Submittal Register for Task 2: CSS Equipment Install

Contract Number: TBD

No. Type Technical

Submittal

Vendor


Submittal Date

Approval

Organization

CHPRC

Review Time

(Work Days)

CHPRC-03758 Reference

or SOW Paragraph


T2-16 APW N N Waste Management Plan SC-14 CM/WMR/ECO 5 Days 01130, 1.2.1.1

T2-17 APW N N Statement for

Suspect/Counterfeit EC+7 CM/QA 5 Days 0100, 1.4.1

T2-18 APW N N

List of Heavy Equipment

(include routine maintenance to

be performed on site)

A+7 PM/CM 1Week 01040, 1.4.1

T2-19 APW N N Project Baseline Schedule With Proposal PM/CM/Project

Controls N/A 01315, 1.1.3.2

T2-20 APW N N

Contractor’s Quality Assurance

Plan (QAP) and Implementation

Plan (if required)

With Proposal CM/ENG/QA 14 Days 01400, 1.2.2.1

01400, 1.3.2.1

T2-21 APW Y Y Nonconformance/Deviation

Reports

When discovered

+2 PM/CM/ENG/QA 5 Days

01400, 1.7.1

30059-S-06, 7.3 and 9.6

T2-22 APW Y Y Substitution Requests SC-14 PM/CM/ENG/QA 5 Days 1630, 1.1.2.1

TECHNICAL SUBMITTALS

SECTION 02 41 19

SELECTIVE STRUCTURE DEMOLITION

T2-23 APW N N Field report documenting

locations of capped utilities. SC ENG 5 Days 1.3.A

SECTION 03 15 00

POST-INSTALLED CONCRETE ANCHORS (NON-SAFETY RELATED)

T2-24 AP Y Y Certificate of Compliance EC-14 CM/ENG/QA 5 Days 1.3.B.1




SECTION 03 15 21

POST-INSTALLED CONCRETE ANCHORS (SAFETY SIGNIFICANT)

T2-28 AP Y Y Certified Material Test Reports SC+14 CM/ENG/QA 5 Days 1.3.B.1


(CGD) Plans (if required) SC-14 CM/ENG/QA 5 Days 1.3.B.2


T2-30 AP N Y Product Data SC-14 CM/ENG/QA 5 Days 1.3.B.3





SECTION 05 50 00

METAL FABRICATIONS (NON-SAFETY RELATED)

T2-35 APW N N Welder Qualifications and

Continuity Logs SC-14 CM/ENG/QA 5 Days 1.3.B.1



T2-38 APW N N Inspection procedures SC-14 CM/ENG/QA 5 Days 1.3.B.4



T2-41 APW Y N Shop drawings and Production

Travelers. SC-14 CM/ENG/QA 5 Days 1.3.B.7

SECTION 05 50 21

METAL FABRICATIONS (SAFETY SIGNIFICANT)


(CMTR’s) EC+14 CM/ENG/QA 5 Days 1.3.B.1


(CGD) Plan (if required) SC-14 CM/ENG/QA 5 Days 1.3.B.2


T2-45 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B.4



T2-48 APW N N Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.B.7





Travelers SC-14 CM/ENG/QA 5 Days 1.3.B.10

SECTION 09 91 00

PAINTING




SECTION 22 05 17

SLEEVES FOR PLUMBING PIPING AND TUBING


T2-56 APW N N Installation Plan SC-14 CM/ENG/QA 5 Days 1.3.B

SECTION 22 05 23

GENERAL-DUTY VALVES FOR PIPING AND TUBING

T2-57 APW N N Product Data SC-14 CM/ENG 5 Days 1.3 A

SECTION 22 05 29

HANGERS AND SUPPORTS FOR PIPING, TUBING, AND EQUIPMENT

T2-58 APW N N Product Data SC-14 CM/ENG 5 Days 1.3.A

T2-59 APW Y N Shop Drawings, Installation

Details, and Calculations SC-14 CM/ENG 5 Days 1.3.B.

T2-60 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.1

T2-61 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.2

T2-62 APW N N Welding Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.C.3

T2-63 APW N N Welding Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.C.4

T2-64 AP Y N Material Test Reports SC-14 CM/ENG/QA 5 Days 1.3.D


(CGD) Plans (if required) SC-14 CM/ENG/QA 5 Days 1.3 E

T2-66 APW N N Technical Documentation SC-14 CM/ENG/QA 5 Days 1.3.F


SECTION 22 05 53

IDENTIFICATION FOR PIPING, TUBING, AND EQUIPMENT


SECTION 22 08 13

TESTING PIPING AND TUBING SYSTEMS

T2-68 APW N N Test Plan SC-14 CM/ENG/QA 5 Days 1.3.A

T2-69 AP N N Test Reports EC-1 CM/ENG/QA 5 Days 1.3.B

SECTION 22 15 13

GENERAL SERVICE COMPRESSED AIR PIPING AND TUBING

T2-70 APW N N Product Data Sheets SC-14 CM/ENG 5 Days 1.3.A

T2-71 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B

T2-72 AP N N Field Quality Control Reports EC-14 CM/ENG/QA 5 Days 1.3.C

T2-73 AP N N Purge Reports EC+5 CM/ENG/QA 5 Days 1.3.D

T2-74 APW N N Material Handling Plan SC-14 CM/ENG 5 Days 1.3.E

SECTION 22 63 13

SPECIALTY GAS AND VACUUM TUBING, FITTINGS, AND COMPONENTS

T2-75 APW N N Installer Qualifications SC-14 CM/ENG/QA 5 Days 1.3.A

T2-76 APW N N Leak Testing Qualifications SC-14 CM/ENG/QA 5 Days 1.3.B


T2-78 AP N N Operating and Maintenance

Manuals EC-14 CM/ENG 5 Days 1.3.D

T2-79 APW N N Cleaning Procedure SC-14 CM/ENG/QA 5 Days 1.3.E

T2-80 APW N N Welder Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.1

T2-81 APW N N Welding Procedure Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.2

T2-82 APW N N Welding Inspector Qualifications SC-14 CM/ENG/QA 5 Days 1.3.F.3

T2-83 APW N N Welding Inspection Procedures SC-14 CM/ENG/QA 5 Days 1.3.F.4


(Welding) EC-14 CM/ENG/QA 5 Days 1.3.G


T2-85 AP N N Purge Reports EC+5 CM/ENG/QA 5 Days 1.3.H

SECTION 26 05 02

BASIC ELECTRICAL REQUIREMENTS


T2-87 APW Y N Product Certification SC-14 CM/ENG 10 Days 1.3.B.2

T2-88 AP Y Y Electrical Inspection Reports EC+14 CM/ENG/QA 5 Days 1.3.B.3

SECTION 26 05 05

CONDUCTORS


T2-90 AP Y N Product Certification SC-14 CM/ENG/QA 10 Days 1.3.B.2

SECTION 26 05 26

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS


T2-92 APW Y N Product Certification SC-14 CM/ENG/QA 10 Days 1.3.B.2

T2-93 AP Y Y NEC Inspection Reports EC+14 CM/ENG/QA 5 Days 1.3.B.3

T2-94 AP Y N Grounding Acceptance Test


SECTION 26 05 33

RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

T2-95 APW Y N Product Data SC-14 CM/ENG 5 Days 1.3.B

T2-96 APW Y N Product Certifications such as

NRTL. SC-14 CM/ENG/QA 10 Days 1.3.C

T2-97 APW Y N Shop Drawings SC-14 CM/ENG 5 Days 1.3.D

T2-98 AP Y N NEC Inspection Reports EC-14 CM/ENG 1 Day 1.3.E


SECTION 40 70 00

INSTRUMENTATION

T2-104 APW Y N Product Data Prior to Delivery CM/ENG/QA 10 Days 1.3.A.1

T2-105 APW Y N Product Certification Prior to Delivery ENG/QA 10 Days 1.3.A.2

T2-106 APW N Y Manufacturer’s Installation

Instructions Prior to Delivery CM/ENG 10 Days 1.3.A.3

T2-107 APW Y N Certificates of Conformance SC-14 CM/ENG/QA 5 Days 1.3.A.4

T2-108 APW N Y NIST Factory Certification of

Calibration SC-14 CM/ENG/QA 5 Days 1.3.A.5


Inspection Plans SC-14 CM/ENG/QA 5 Days 1.3.A.6

T2-110 AP Y N Test and Inspection Reports EC-14 CM/ENG/QA 5 Days 1.3.A7

SECTION 26 05 53

IDENTIFICATION FOR ELECTRICAL SYSTEMS


SECTION 26 08 00

ELECTRICAL SYSTEMS TESTING

T2-100 FIO Y N Inspection and Test Schedule SC-14 CM/ENG 5 Days 1.3.B.1

T2-101 FIO Y N Operation and Maintenance Data EC-14 CM/ENG,/QA 5 Days 1.3.B.2


Inspection Plans SC-14 CM/ENG/QA 10 Days 1.3.C.1

T2-103 AP Y N Test and Inspection Reports EC+14 CM/ENG/QA 10 Days 1.3.C.2


SECTION 43 15 10

VACUUM PUMP AND PNEUMATICS PANEL EXHAUST PIPING

T2-111 AP Y N Product Data Prior to Delivery CM/ENG/QA 10 Days 1.3.B.

T2-112 AP Y N

Welding Procedure

Specifications (WPSs) including

pre-qualified WPSs and

Procedure Qualification Records

(PQRs)

SC-14 CM/ENG/QA 10 Days 1.3.C.

T2-113 AP Y N Weld Inspection Reports EC-14 CM/ENG/QA 10 Days 1.3.D.

T2-114 AP Y N Weld inspector/examiner

certifications SC-14 CM/ENG/QA 10 Days 1.3.E.

T2-115 AP Y N Welder Performance

Qualification Records (WPQRs) SC-14 CM/ENG/QA 10 Days 1.3.F.

T2-116 AP Y N Field quality-control test reports EC-14 CM/ENG/QA 10 Days 1.3.G.

At CHPRC, Safety is No Accident

August 3, 2020 WESF Modifications Construction (W-135) / Requisition No. TBD C-i

Appendix C

Customer Expectations

At CHPRC, Safety is No Accident

August 3, 2020 WESF Modifications Construction (W-135) / Requisition No. TBD C-ii


PTS Project Delivery Expectations Letter PTS-PD-19-01 - Compensatory Actions for Conduct of Operations Events

To: PTS Directors, Program Managers, Project Managers, Responsible Managers, ConstructionManagers, Field Work Supervisors and Work Control Planners

From: Mike Jennings, Director PTS Project Delivery

1. Effective Date: Im.mediately

2. Duration: Determined by PTS Senior Management.

3. Subject: Compensatory Actions for Conduct of Operations Events

4. Reason for expectation CHPRC and PTS have experienced a number of conduct of operations events related to material/equipment handling, inadequate system breaches and poor work practices that revealed awlnerability associated with the indoctrination of new workers and subcontractors to CHPRC'sprocesses, and adhere to PTS Senior Management's expectations for the execution of DavisBacon Determined work.

5. Expectations Actions The following conduct of operations compensatory measures are to be implemented:

1. PTS will utilize the Construction Contractor Worker - Craft Safety Orientation, A-6006-763, at which construction safety practices, conduct of operations practices, reporting requirementsand the deliberate speed video are covered.

2. PTS will institute the PTS Senior Management requirement that prior to breaching an unlabeled system, the system shall be field verified with Facility Operations and temporarily marked or tagged by the Subcontractor performing the work. In addition, an independent PTSConstruction Manager ( or designee) will field verify and document the correctness of the temporarily marked or tagged system prior to the system being breached by the subcontractor. This independent field walk down and verification will be documented via a work record entryin the associated work package(s ).

3. PTS will institute Senior Supervisor Watches (SSWs) for high-risk (as defined in PRCPRO-CN-52909) materiaV equipment handling activities. For non-high risk material handling activities, PTS will utilize CHPRC field supervision as oversight. The high-riskdetermination will be at the discretion of the PTS Project Delivery Director. The SSWswill be identified on the Plan of the Day and Plan of the Week schedules. The SSW oversight shall be documented via a work record entry in the associated work package(s).

This expectation serves to institutionalize the actions listed above. PTS Senior Management requiresthat this be implemented in the execution of Davis-Bacon Determined work, which involves thestated actions until further notice.

Project Delivery Director: ___ 4fd___..,.�_4 ____ ..... ��----I',...._� \A¥--. ___ _Mike7eni'�

Date: 1J?/4,

Canceled:-------------------

Date:------

Pagel ofl

July 15, 2020At CHPRC, Safety is No Accident

WESF Modifications Construction (W-135) / Requisition No. TBD C-1













