DRAFT

16474-25-004

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ANZY229035

SOW NO. 16474-25-004

24 September 2025

REPLACE PUMPS AND MOTORS B1090

STATEMENT OF WORK

(SOW)

24 September 2025

ARNOLD ENGINEERING DEVELOPMENT COMPLEX

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

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ANZY229035 Table of Contents-1

TABLE OF CONTENTS

1. SCOPE

1.1 General

1.2 Background

1.3 Interfaces

2. APPLICABLE DOCUMENTS

2.1 References, Regulatory, Codes and Standard Design

2.2 Drawings

2.3 Specifications and Drawings

2.4 Contracts

3. REQUIREMENTS

3.1 Administrative

3.2 General

3.3 Design Review Meetings

3.4 Construction

3.5 Schedule and Outages

3.6 Demolition

3.7 Verification and Testing

3.8 Submittals

3.9 Government-Furnished Equipment / Property

3.10 Exclusions

3.11 Historic

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APPENDICES

Appendix A – Reference Drawings

Appendix B - Specifications

Appendix C - Photographs

Appendix D - Submittal Items

Appendix E - Design Submittal Requirements

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1. SCOPE

1.1. General: The Contractor shall perform design/build services to replace up to seven

1.2.

(7) pump and motor sets at Bldg. 1090 of various sizes and characteristics, including associated electrical modifications.

Background: The existing pump and motor sets were installed in 1983. The pumps have been rebuilt multiple times. These model pumps are no longer supported by the manufacturer for replacement parts/pumps. There are five (5) different pumps that operate at the following characteristics:

Table 1: Pump Characteristics

Pump Capacity Head

Pump 11 5,000 gpm 250 ft

Pump 12 10,000 gpm 250 ft

Pump 13 15,000 gpm 250 ft

Pump 14 25,000 gpm 250 ft

Pump 15 50,000 gpm 250 ft

Pump 16 50,000 gpm 250 ft

Pump 17 50,000 gpm 250 ft

1.3. Interfaces: The following assets will be impacted by the work. This list may not be exhaustive.

RW-BLDG 1090

1090-BUILDSTRUC - BUILDING STRUCTURE FOR BLDG 1090.

1090-ELPOWERLO - ELECTRICAL POWER SYSTEM FOR BLDG 1090.

ELEC_EHV_SWGMCC-161, Badge ID: 110773

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2.

2.1.

APPLICABLE DOCUMENTS

References, Regulatory, Codes, and Standard Design and Construction Criteria

Standards:

2.1.1. The following paragraphs list the primary code requirements, use latest version:

A. API 541 – Form-wound Squirrel-Cage Induction Motors-500 Horsepower and Larger.

B. API 546 – Brushless Synchronic Machines – 500kV and Larger.

C. API 547 – General Purpose Form-Wound Squirrel Cage Induction Motors – 185 kW (250 hp) through 2240 kW (3000 hp)

D. API 610 – Centrifugal Pumps for Petroleum, Petrochemical, and Natural Gas Industries.

E. ASTM B3 - Specification for Soft or Annealed Copper Wire.

F. ASTM B8 - Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft.

G. IEEE 1202 - Flame-Propagation Testing of Wire and Cable.

H. NEMA WC 74 - 5-46 kV Shielded Power Cable for Use in the Transmission and Distribution of Electric Energy.

I. NFPA 70 – National Electrical Code.

J. UFC 3-520-01– Interior Electrical Systems.

K. UL 44 - Thermoset-Insulated Wires and Cables.

L. UL 83 - Thermoplastic-Insulated Wires and Cables.

M. UL 1072 - Medium Voltage Cables.

2.2. Drawings:

2.2.1. Reference Drawings:

A. The reference drawings in Appendix A are of existing infrastructure, systems, structures, and conditions and are provided “for information only”. The information on these drawings may or may

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ANZY229035 Page-3 not reflect exact conditions at the current site. It is at the Contractor’s expense, and it is the Contractor’s responsibility to verify applicable conditions and dimensions before proceeding with any work.

2.3. Specifications and Drawings

2.3.1. The Contractor shall generate specifications and drawings to be used during the construction of this project. The Contractor shall determine applicable sections to be included in the construction documents.

Specifications and drawings shall not be marked “proprietary” or “company confidential.” All Contractor-generated specifications and drawings will become the property of the Government.

2.3.2.

The Contractor shall include these specification sections in their Construction Specification.

A. 01 74 19 – Construction Waste Management and Disposal.

B. 02 08 00 – Asbestos Removal.

C. 02 08 50 – Lead and Heavy Metal Removal.

3. REQUIREMENTS

3.1. Administrative

3.1.1. Meetings

A. All meetings shall be conducted at AEDC or by Telecom, as specified by the Government.

B. In addition to the Design Review meetings, each month the Contractor shall meet with the Government Representative or their designee to discuss the project status. The Contractor shall provide a report at the meeting that includes the following:

1. Project schedule update including percent complete status of activities.

2. Identification of all issues or conflicts.

C. During the project execution phase (construction performance period), the Contractor shall meet bi-weekly with the Government Representative to provide a status update and coordinate activities.

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D. During outage periods, the Contractor shall meet with the Government Representative daily, or as requested, to provide an update on the status and coordinate activities.

3.1.2. Investigation and Surveys:

A. Onsite as-built conditions.

B. All existing paint shall be assumed to contain lead materials.

Asbestos shall be assumed to be in the wiring to the pump and possibly in pipe flange gaskets. Demolish in accordance with Specification Sections 02 08 00 and 02 08 50. Notify the Government if any other hazardous materials are suspected.

Contractor shall coordinate with Government’s Safety, Health, and Environmental Representative before determining any space is clear of hazardous materials.

3.2. General

3.2.1. Perform and submit code analysis prior to commencing design.

3.2.2. New pumps shall be designed to fit the footprint of the existing pumps.

3.2.3. New pumps shall be designed in accordance with API 541, API 546, API 547, and API 610. Contractor shall include design for maintainability and reliability in accordance with these standards.

3.2.4. Operation and Maintenance manuals (both paper and electronic) must be supplied for all pumps and motors. Four copies of each manual must be provided.

3.2.5. Combined pump and motor efficiency (wire to water) for all pump/motor sets shall be 80% or greater.

3.2.6. The Contractor shall be responsible for removing and reinstalling the roof panels as necessary to gain access to the pumps and motors and shall submit a detailed procedure of a plan to do so. The Contractor shall provide a crane and manlift as necessary.

3.2.7. Unless work is performed during a base wide outage, only one pump and motor set can be out of operation at a time. All other pump and motor sets must be operational while work is being done on any given pump and motor set.

3.2.8. New pumps and motors shall be supplied with probes as necessary with the ability to measure horizontal (X) and vertical (Y) vibration readings on all bearings as well as either bearing or bearing oil temperatures on all pump and motor bearings. Key phasors shall be supplied and installed on

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ANZY229035 Page-5 each pump/motor set.

3.2.9. The Contractor shall determine the suction head available the Bldg. 1090 basin for each pump and design the pumps to operate without cavitation (refer to Reference Drawing 4-M-857_G2_0101_DMJIM in Appendix A.1- 5; note: the water elevation (1108.25) is a target operating basin level, but the basin level will vary between 1104.0 and 1109.0 on a regular basis when the pumps are operating. Pumps furnished shall be able to operate anywhere in this range of basin level).

3.2.10. Provide three 50,000 gpm pumps with motor sets (Pumps 15-17).

A. Contractor shall supply and install pumps with motor sets.

B. Pump operating point shall be 50,000 gpm at 250 feet of head.

C. The new pump and motor set must be compatible with existing conditions.

D. The pump and motor shall have ports for the health monitoring system.

E. The pump shaft seal shall be packing and have an Inpro bearing housing mechanical seal or equal.

F. The existing motor is rated at 4000 Horsepower, 6600 volts, 3 phase motor. New motor shall be 6600 volts, 3 phase synchronous motor that produces the 50,000 gpm at the 250 ft of head driving at the pump. If a larger motor is required to meet the operating point described above, electrical load and starting voltage drop calculations shall be provided by Contractor to confirm adequacy of electrical system to support additional load.

G. The motors must have a weather protection type II (WP2) enclosure.

H. The motors must be compatible with the existing conditions.

I. Motors shall allow six (6) starts per hour without overheating or damaging insulation.

J. Submit pump data sheets including flow characteristics, total dynamic head, and efficiency prior to ordering. Also submit this information at the 30 percent and 90 percent design reviews (Appendix E).

K. Pumps and Motors 15-17 must be like in kind, make, and manufacturer.

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3.2.11. Provide one 5,000 gpm pumps with motor sets (Pump 11).

A. Contractor shall supply and install pump with motor set.

B. Pump operating point shall be 5,000 gpm at 250 feet of head.

C. The new pump and motor set must be compatible with existing conditions.

D. The pump and motor shall have ports for the health monitoring system.

E. The pump shaft seal shall be packing and have an Inpro bearing housing mechanical seal or equal.

F. The existing motor is rated at 400 Horsepower, 2300 volts, 3 phase motor. New motor shall be 2300 volts, 3 phase induction motor that produces the 5,000 gpm at the 250 ft of head driving at the pump.

If a larger motor is required to meet the operating point described above, electrical load and starting voltage drop calculations shall be provided by Contractor to confirm adequacy of electrical system to support additional load.

G. The motor must have a weather protection type II (WP2) enclosure.

H. The motor must be compatible with the existing conditions.

I. Motor shall allow 6 starts per hour without overheating or damaging insulation.

J. Submit pump data sheets including flow characteristics, total dynamic head, and efficiency prior to ordering. Also submit this information at the 30 percent and 90 percent design reviews (Appendix E).

3.2.12. Provide one 10,000 gpm pump with motor sets (Pump 12).

A. Contractor shall supply and install pump with motor set.

B. Pump operating point shall be 10,000 gpm at 250 feet of head.

C. The new pump and motor set must be compatible with existing conditions.

D. The pump and motor shall have ports for the health monitoring system.

E. The pump shaft seal shall be packing and have an Inpro bearing housing mechanical seal or equal.

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F. The existing motor is rated at 800 Horsepower, 6600 volts, 3 phase motor. New motor shall be 6600 volts, 3 phase induction motor that produces the 10,000 gpm at the 250 ft of head driving at the pump.

If a larger motor is required to meet the operating point described above, electrical load and starting voltage drop calculations shall be provided by Contractor to confirm adequacy of electrical system to support additional load.

G. The motor must have a weather protection type II (WP2) enclosure.

H. The motor must be compatible with the existing conditions.

I. Motor shall allow 6 starts per hour without overheating or damaging insulation.

J. Submit pump data sheets including flow characteristics, total dynamic head, and efficiency prior to ordering. Also submit this information at the 30 percent and 90 percent design reviews (Appendix E).

3.2.13. Provide one 15,000 gpm pump with motor sets (Pump 13).

A. Contractor shall supply and install pump with motor set.

B. Pump operating point shall be 15,000 gpm at 250 feet of head.

C. The new pump and motor set must be compatible with existing conditions.

D. The pump and motor shall have ports for the health monitoring system.

E. The pump shaft seal shall be packing and have an Inpro bearing housing mechanical seal or equal.

F. The existing motor is rated at 1250 Horsepower, 6600 volts, 3 phase motor. New motor shall be 6600 volts, 3 phase induction motor that produces the 15,000 gpm at the 250 ft of head driving at the pump. If a larger motor is required to meet the operating point described above, electrical load and starting voltage drop calculations shall be provided by Contractor to confirm adequacy of electrical system to support additional load.

G. The motor must have a weather protection type II (WP2) enclosure.

H. The motor must be compatible with the existing conditions.

I. Motor shall allow six (6) starts per hour without overheating or

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J. Submit pump data sheets including flow characteristics, total dynamic head, and efficiency prior to ordering. Also submit this information at the 30 percent and 90 percent design reviews (Appendix E).

3.2.14. Provide one 25,000 gpm pump with motor sets (Pump 14).

A. Contractor shall supply and install pump with motor set.

B. Pump operating point shall be 25,000 gpm at 250 feet of head.

C. The new pump and motor set must be compatible with existing conditions.

D. The pump and motor shall have ports for the health monitoring system.

E. The pump shaft seal shall be packing and have an Inpro bearing housing mechanical seal or equal.

F. The existing motor is rated at 2000 Horsepower, 6600 volts, 3 phase motor. New motor shall be 6600 volts, 3 phase induction motor that produces the 25,000 gpm at the 250 ft of head driving at the pump. If a larger motor is required to meet the operating point described above, electrical load and starting voltage drop calculations shall be provided by Contractor to confirm adequacy of electrical system to support additional load.

G. The motor must have a weather protection type II (WP2) enclosure.

H. The motor must be compatible with the existing conditions.

I. Motor shall allow six (6) starts per hour without overheating or damaging insulation.

J. Submit pump data sheets including flow characteristics, total dynamic head, and efficiency prior to ordering. Also submit this information at the 30 percent and 90 percent design reviews (Appendix E).

3.2.15. Electrical (Power and Controls):

A. Provide an electrical design to modify or replace the power and controls as required for P11-P17 pump and motor set in accordance with NFPA 70 and UFC 3-520-01. Materials shall bear the Underwriter’s Laboratories label. The work shall be as follows

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1. Medium Voltage conductors feeding the P11 pump and motor set shall be replaced. Existing conduits shall be re-used. The Medium Voltage conductors shall meet the following requirements:

a. Product Description: Medium-voltage power cable, type MV-105, meeting the requirements of NEMA WC 74 and IEEE 1202, listed in accordance with UL 1072.

b. Conductor: Class B compressed soft or annealed copper in accordance with ASTM B3 and ASTM B8.

c. Conductor screen: Extruded EPR semiconductor.

d. Insulation: Ethylene Propylene Rubber (EPR).

Insulation rating shall not be less than 5kV, 133% and 8kV 100% insulation level.

e. Insulation screen: Extruded EPR semiconductor.

Sunlight resistant suitable for direct burial and designed for conduit and underground duct installations.

f. Shield: 5-mil bare copper tape, helically applied, with 25% nominal overlap.

g. Jacket: PVC, colored black, with thickness in accordance with NEMA WC 74.

2. Existing Medium Voltage conductors feeding P12-P17 pump and motor set shall be re-used unless it is determined unfeasible to use and existing conduits shall be re-used.

Notify Government if wiring is determined to be unusable and obtain approval from Government prior to providing new wiring.

3. Existing 480V space heaters for P11-P17 pump and motor set shall be replaced.

4. Existing 480V Molded-Case breakers, motor starters, and Low-Voltage conductors feeding the space heaters shall be replaced. The low voltage conductors shall meet the following requirements:

a. Product description: Single conductor insulated building wire.

b. Conductor: Bare copper.

1) Stranded conductor: ASTM B8.

c. Insulation voltage rating: 600V.

d. Insulation material:

1) Thermoplastic: UL 83, type THHN (dry locations only), THW-2, or THWN-2.

2) Thermoset: UL 44, type XHHW-2.

e. Conductor Color Code: AEDC SHE Standard B6.

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1) Wire sizes 6 AWG and smaller: Use colored insulation.

2) Neutral conductors: When two or more neutrals are located in one conduit or enclosure, identify each with proper circuit number.

5. Provide single-line diagram showing each device and each motor control center identified by type, location and device number. Indicate connection of equipment by circuit runs or conduit/cable runs, including primary power supply. Include annotated catalog data, in table format on the drawings, showing manufacturer’s name, model, voltage, operation current, and catalog numbers for equipment and components. Provide specifications for all materials being used on the design.

6. Existing conductors from the Bentley Nevada Cabinet to each pump and motor set shall be re-used unless damaged during reconnection. The existing Bentley Nevada Cabinet monitors the following features for each pump and motor set:

a. Vibration.

b. Temperature.

c. Key phasor for RPM.

7. Existing exciters for P15-P17 pump and motor set shall be re-used. The Contractor shall verify the new pump and motor set is compatible with existing exciters prior to purchasing the new pump and motor set.

8. Replace existing Start/Stop local stations for P11-P17 pump and motor set. The wiring from each local station to the medium voltage switchgears and interposing relay cabinet shall be replaced. Each Start/Stop local stations shall include the following:

a. One local/remote position selector switch.

b. One local and one remote pilot light.

c. One “Run” pushbutton and one red pilot light for the run command.

d. One “Stop” pushbutton and one green pilot light for the stop command.

e. Each pilot light, pushbutton, and selector switch shall include a nameplate.

3.2.16. ABB Control System

A. Existing control wiring from ABB control system to E6B1 and E6B2 GIS Switchgear and MCC-161 shall be re-used.

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B. Provide a plan view showing pump locations in relation to the switchgear, and the ABB control panel location.

3.3. Design Reviews Meetings

The Government requires as a minimum, the design reviews described in the paragraphs below and the criteria defined in Appendix E. Value engineering should be considered in the design review process with regard to the number of design reviews and content. During the design, the Contractor may propose additional or fewer design reviews as well as tailoring the design review content.

3.3.1. 10-Percent Design

A. 10-Percent Design is not required.

3.3.2. 30-Percent Design

A. 30-Percent Design is required, and the design submittal requirements are stated in Appendix E.

3.3.3. 60-Percent Design

A. 60-Percent Design is not required.

3.3.4. 90-Percent Design

A. 90-Percent Design is required, and the design submittal requirements are stated in Appendix E.

3.3.5. Final Design

A. Final Design is required, and the design submittal requirements are stated in Appendix E.

3.4. Construction-

3.4.1. Site Conditions:

A. The Contractor shall become familiar with the existing site conditions, including site location, site configuration, topography, climate, site accessibility and adjacent land use.

B. Provide protections for existing utilities. Any damages to utilities shall be repaired in kind by the Contractor at no cost to the Government.

C. The Contractor shall coordinate with the Government on storing/staging all materials during and after completion of project, including but not limited to pumps, motors, roof panels, and ancillary equipment.

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3.4.2. Safety:

A. The Contractor shall maintain a safe and healthy work environment for their employees in accordance with industry code standards and AEDC SHE Standards. The Contractor shall review the AEDC SHE Standards and submit a Safety Plan in accordance with AEDC SHE Standards.

3.4.3. Disturbance to or disposal of asbestos containing materials shall be in accordance with Asbestos Removal - Section 02 08 00 modified for

AEDC.

3.4.4. The Contractor shall handle and dispose of lead containing materials in accordance with Lead and Heavy Metal Removal - Section 02 08 50 modified for AEDC.

3.4.5. All wastewater shall be contained and managed in accordance with AEDC SHE Standard E9 and E18. Storage and Disposal of all wastewater shall be coordinated with the Government. Disposal facilities will be approved by the Government prior to shipment. Disposal costs are the sole responsibility of the Contractor. All waste profiles and manifest shall be coordinated through the Government.

3.4.6. The Contractor shall not make any connections to an AEDC potable water system without specific approval from the Government Representative.

Notify Government Representative if connections to hose bibs are needed. The Contractor shall not connect to any hose bibs without Government-approved backflow preventer and specific approval from Government Representative.

3.5. Schedule and Outages:

3.5.1. All materials shall be approved and onsite prior to demolishing any pumps, only one pump may be replaced at a time, and the new pumps shall be tested and verified to have correct operation before moving to the next pump.

3.5.2. Do not interrupt existing utilities or commence power outages without signed authorization from the Government Representative. The Contractor shall submit an outage schedule to the Government prior to beginning work. Request for all outage approvals shall be submitted 4 weeks prior to requested outage date. Submission of construction schedule does not qualify as an outage request.

3.5.3. Construction Schedule: Submit a detailed construction schedule for work that includes dates, duration of each task, and sequence of work.

Schedule shall reflect test schedule, as provided by the Government.

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3.6. Demolition:

3.6.1. All demolition shall be done by an asbestos and lead abatement Contractor with properly trained workers following the AEDC Asbestos and Lead Specifications. All existing materials containing asbestos or lead shall be completely demolished. The Contractor shall submit a Demolition Plan describing the sequence of demolition and disposition of materials. This includes roof, electrical components, and piping.

3.7. Verification and Testing

3.7.1. The Contractor shall submit a verification and validation (V&V) plan for Government approval to verify that all the requirements have been met.

The V&V plan shall include verification for all components and systems.

Verification may consist of analysis, inspection, demonstration, and testing. If V&V plans are required as part of design submittals, the V&V plan shall be submitted as designated for each review listed in Appendix E.

3.7.2. Factory Acceptance Tests (FATs): The Contractor shall perform FATs on all pump and motor sets.

3.7.3. Testing and Inspection Responsibilities: The Contractor shall be responsible for all testing and inspections for equipment as listed in the specification(s). Vendor/manufacturer shall supply all interfacing equipment needed to conduct the tests.

A. Notify the Government at least two weeks prior to all test dates (including FATs).

B. The Government reserves the right to witness all tests (including FATs).

C. The Contractor shall modify equipment and related components of the assembly as needed after failed tests (including FATs), and repeat all tests until equipment meets test requirements.

D. The Contractor shall submit all test reports (including those for FATs) signed by personnel conducting the test and those approving the results.

3.7.4. Demonstration: Upon installation at AEDC, the Contractor shall demonstrate to the Government that the system meets the operational requirements as specified.

3.7.5. Acceptance: The Government will accept the installation upon satisfactory

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3.8. Submittals: A list of deliverables will be provided.

3.8.1. This includes a list of submittals in Appendix D that are required during design or prior to installation. Specific information regarding design review submittals are provided in Appendix E.

3.8.2. The following submittals shall be provided (as a minimum) before and after installation/construction and shall be listed in the submittal register prepared by the Contractor.

A. The Contractor shall document and maintain a list of all modifications and substitutions made during the project and submit to the Government at conclusion of the project as part of as-built package.

B. The Contractor shall submit product/material data for all items.

C. Submittals to demonstrate that pumps have been designed for reliability and maintainability in accordance with the requirements.

D. All items shall be submitted to the Government for approval.

E. If welding, the Contractor shall submit welding certifications, qualifications and test results as follows:

1. Design or shop drawings detailing material, thickness and weld type and size.

2. Welder performance qualifications (WPQ).

3. Weld procedure specifications (WPS).

4. Procedure qualification records (PQR).

5. Welding inspector qualifications.

6. Welding inspection plan.

7. Non-destructive testing reports.

F. Record (As-Built) Drawings: Within 20-days of the Contractor shall as-built drawings. Drawings shall incorporate all field changes to the design drawings and shall show final configuration of work accomplished.

G. Warranty: The Contractor shall provide a minimum 12-month warranty on new parts and labor, starting on date of completion.

3.9. Government-Furnished Equipment/Property

3.9.1. NA.

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3.10. Exclusions

3.10.1. NA.

3.11. Historic

3.11.1. NA.

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ANZY229035 Appendix A-1

APPENDIX A

REFERENCE DRAWINGS

Drawing Title/Number Section

3-E-337_M2_0101_DMJIM A.1-1

3-E-339_E3_0101_DMJIM A.1-2

4-E-754_P2_0101_DMJIM A.1-3

4-E-757_F1_0101_MCC-161 Elevation

& Single Line Diagram

A.1-4

4-M-857_G2_0101_DMJIM A.1-5

2842-SK-E-1187_3_Vibration &

Temperature Control Board & Terminal

Cabinets for Pumps P15. P16. P17

A.1-6

2842-SK-E-1187_4_Interconnecting

Wiring For Pumps P15. P16. P17

A.1-7

2842-SK-E-1187_9_1_Pumps

P11.P12.P13.P14 Interconnection

Wiring

A.1-8

2842-SK-E-1187_A_Pump Gallery

Pumps P11.P12.P13.P14 Monitor

Panel. Terminal Box & Controls Stations

A.1-9

99550E03_1_Design and Contruction of

Test Facilities Cooling Tower 2.4kV

Distribution

A.1-10

99550E11_-_1 A.1-11

99550I03_-_1 A.1-12

99550I13_-_1 A.1-13

99550I16_-_1 A.1-14

99550I24_-_1 A.1-15

19713001.E1_1_MultiSheet A.1-16 – A.1-17

19713001.E16_1_MultiSheet A.1-18 – A.1-19

19713001.E19_1_MultiSheet A.1-20 – A.1-21

19713001.E25_1_MultiSheet A.1-22 – A.1-23

19713001.E28_1_MultiSheet A.1-24 – A.1-25

19713001.E31_1_MultiSheet A.1-26 – A.1-27

19713001.E34_1_MultiSheet A.1-28 – A.1-29

AD-4395-2_0_0101_PATTP A.1-30

AD-4398-2_0_0101_PATTP A.1-31

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AD-4400-2_0_0101_PATTP A.1-32

AD-4401-2_0_0101_PATTP A.1-33

AD-4402-1_0_0101_PATTP A.1-34

AD-4403_0_0101_PATTP A.1-35

AD-4404-1_0_0101_PATTP A.1-36

AD-4405-1_0_0101_PATTP A.1-37

AD-4406-2_0_0101_PATTP A.1-38

M35197-55_0__FAPAE A.1-39

N18013-SCH RW-CT-P15-

L_06_MultiSheet

A.1-40 – A.1-78

N18013-SCH RW-CT-P16-

L_06_MultiSheet

A.1-79 – A.1-117

N18013-SCH RW-CT-P17-

L_06_MultiSheet

A.1-118 – A.1-156

RFTR7677.01_0_0103_PANAM A.1-157

RFTR7677.01_0_0203_PANAM A.1-158

RFTR7677.01_0_0303_PANAM A.1-159

RST35698.E21_A_01 A.1-160

RST35698.E46_-_01 A.1-161

RST35698.E47_A_01 A.1-162

TFTR8659_0_0101_SSINT A.1-163

TYTR8442.E2_C_0301_ACSXX A.1-164

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ANZY229035 Appendix B-1

APPENDIX B

SPECIFICATIONS

• B.1 – 01 74 19 – Construction Waste Management and Disposal.

• B.2 – 02 08 00 – Asbestos Removal.

• B.3 – 02 08 50 – Lead and Heavy Metal Removal.

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ANZY229035 Appendix B.1-1

APPENDIX B.1

SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 GENERAL

1.1 SUMMARY

A. This section is applicable to construction/demolition debris, excavated materials, reusable and salvageable items, and recyclable and non-recyclable wastes. Hazardous or special wastes are identified in separate related sections.

B. Section includes:

1. Construction waste management plan.

2. Construction waste recycling, management, and disposal instructions.

C. Related Sections:

1. Section 01 10 00 - Summary.

2. Section 02 08 00 - Asbestos Removal.

3. Section 02 08 50 - Lead and Heavy Metal Removal.

1.2 CODES AND STANDARDS

A. AEDC Safety, Health, and Environmental (SHE) Standards latest version, available upon request from the Government.

1. E18 Managing Wastes Containing Chemical or Petroleum Products.

B. Code of Federal Regulations, latest version:

1. 40 CFR 82 Subpart F Protection of Stratospheric Ozone, Recycling and Emissions Reduction.

2. 40 CFR 82.161 Technician Certification.

3. 40 CFR 261 Identification and Listing of Hazardous

Wastes.

1.3 DEFINITIONS

A. Clean: Not contaminated with oils, solvents, caulk, or other chemicals or materials that result in the waste being considered hazardous or special waste.

B. Construction/Demolition Debris: Building materials, debris, and rubble resulting from construction, remodeling, repair, and demolition operations.

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C. Construction Waste Management Plan: Required project submittal documenting the project activities and procedures to be used to minimize landfill disposal of construction and demolition waste and to optimize recycling opportunities within the project.

D. Hazardous Waste: A used or discarded material that can damage the environment and be harmful to health. Hazardous waste possesses at least one of four characteristics (ignitibility, corrosivity, reactivity, or toxicity as defined by applicable State and Federal regulations) or appears on federal or state official lists of hazardous wastes.

E. Hydrovac Method: An excavation method using a high-pressure water jet to loosen soil, after which the soil is removed from the excavation using a vacuum truck.

F. Industrial Area: Area at Arnold AFB occupied by industrial operations, including test cells and test cell support structures, water treatment plant, and sewage treatment plant.

G. Non-Recyclable Waste: Any non-hazardous product or material (not including construction/ demolition debris) unable to be reused, returned, recycled, or salvaged.

H. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse.

I. Recycle: To remove waste material from the project site for reuse.

J. Recycling: The process of sorting, cleaning, treating and reconstituting solid waste and other discarded materials for the purpose of reuse. Recycling does not include burning or incinerating waste.

K. Reusable: Able to be used again, especially after salvaging or special treatment or processing.

L. Salvageable: Discarded or damaged equipment or material that can be saved for further use.

M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste.

N. Special Waste: Waste which is not regulated hazardous waste, which has physical or chemical characteristics, or both, that are different from construction/demolition debris, recyclable, and non-recyclable wastes, and which potentially requires special handling. Some examples include oil-contaminated soil, oily sorbents, and water treatment plant sludge.

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ANZY229035 Appendix B.1-3

O. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material.

1.4 SUBMITTALS

A. Construction Waste Management Plan describing methods to be used for waste recycling and minimization, procedures for implementation and compliance monitoring to include the following:

1. Construction waste materials anticipated for recycling and reuse.

2. Method of waste stream segregation prior to disposal or reuse.

3. Method of excavated soils management.

4. Identification of disposal or recycling facility destination for each waste stream (construction/demolition landfill, Recycling Operations Center, Arnold AFB Salvage Yard, or off-site.)

5. Method of temporary site storage of wastes.

6. Method of transporting waste to recycling facility or to landfill.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION

3.1 CONSTRUCTION WASTE MANAGEMENT PLAN

A. Develop and implement Construction Waste Management Plan with approval by the Government.

B. To the maximum extent possible, divert/dispose of construction demolition, and land-clearing debris from landfill.

C. Direct recyclable material to Arnold AFB recycling.

D. Dispose of hazardous wastes in accordance with AEDC SHE Standard E18.

E. Implement Construction Waste Management Plan at start of construction.

F. Distribute approved Construction Waste Management Plan to Subcontractors and others affected by plan requirements.

G. Review Construction Waste Management Plan with Government and all onsite Contractor personnel at preconstruction meeting and progress meetings.

H. Oversee Construction Waste Management Plan implementation and instruct construction personnel for plan compliance.

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ANZY229035 Appendix B.1-4

3.2 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

A. Use source separation method suitable to sorting and processing of wastes selected for recycling. Separate recyclable materials from construction/demolition debris and non-recyclable waste prior to transportation to Arnold AFB recycling facilities as described herein.

B. Store construction waste materials to prevent environmental pollution, fire hazards, hazards to persons and property, and contamination of stored materials.

C. Cover construction waste materials subject to disintegration, evaporation, settling, or runoff to prevent polluting air, water, and soil.

D. Separate recyclable, reusable and salvageable materials from construction/demolition debris and non-recyclable waste and sort into separate bins, containers, or lay-down areas, prior to transportation for recycling. The Arnold AFB Recycling Operations Center (ROC) is in Building 1426 near the Arnold AFB Salvage Yard. Coordinate with ROC personnel (931-454-6068) to coordinate transfer of recyclable materials.

Recyclable materials shall be further sorted for reuse as follow:

1. Cardboard: Cardboard shall be stockpiled on site prior to transportation to the Arnold AFB Recycling Operations Center or shall be placed in any of the cardboard receptacles located throughout the facility.

2. Aluminum Cans: Aluminum cans shall be stockpiled on site prior to transportation to the Arnold AFB Recycling Operations Center or shall be placed in aluminum can recycling bins located inside many Arnold AFB buildings.

3. Recyclable Plastics: Recyclable plastics shall be stockpiled on site prior to transportation to the Arnold AFB Recycling Operations Center. Plastic bottles (such as soft drink bottles) shall be placed in plastic bottle recycling bins located inside many Arnold AFB buildings.

4. Scrap Metals including non-PCB light fixture ballasts: Unless otherwise directed by the Government Representative, scrap metals shall be stockpiled on site prior to transportation to the Arnold AFB Salvage Yard or shall be placed in scrap metal bins located at some Arnold AFB buildings.

5. Equipment: Equipment left after demolition or remodeling shall be taken to the Arnold AFB Salvage Yard for disposal. The Contractor shall clean equipment prior to disposal at the Arnold AFB Salvage Yard (with the exception of lead paint, unless the paint is flaking in which case the flaking paint shall be removed prior to transport). If cleaned equipment is to be turned in to the Government for storage or excessing, a Special Material Turn-in Certification form shall be

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ANZY229035 Appendix B.1-5 completed and submitted to the Government with the equipment.

The Government Representative will assist the Contractor in filling out the form and in coordinating with Industrial Hygiene and Environmental Quality.

6. Salvageable/Reusable items: Identify items to be salvaged and/or reused. Protect items of salvageable value and remove as work progresses. Transport salvaged items from site to Government designated location. If salvageable/reusable items are to be turned into the Government for storage or excessing, a Special Material Turn-in Certification form shall be completed and submitted to the Government with the items. The Government Representative will assist the Contractor in filling out the form and in coordinating with Industrial Hygiene and Environmental Quality.

7. Paper: Paper shall be disposed of in recycle bins located in various Arnold AFB buildings. Security-sensitive papers shall be placed into lockable bins, while other paper (magazines, newspapers, etc.) shall be disposed of in yellow open top bins.

8. Other Miscellaneous Recyclable Waste: Other miscellaneous recyclable waste shall be disposed as directed by the Government.

9. Used abrasives: If abrasives are verified as non-hazardous by the Government, used abrasives and lead-containing paint residue shall be placed directly in a roll-off box for disposal at the Arnold AFB construction/demolition landfill. Even if verified as non-hazardous, the State now requires a special waste permit for abrasives containing paint residue prior to disposal in the landfill. Coordinate with the Government representative to obtain the necessary permit prior to disposal. The Contractor shall be responsible for testing the used abrasive by an accredited laboratory and shall submit results to the Government. Based on schedule and project funding, the analysis may be conducted by the Arnold AFB on-site laboratory.

Used abrasives shall be tested for Toxicity Characteristic Leaching Procedure (TCLP) Metals.

E. Dispose of construction/demolition debris separately at the Arnold AFB landfill. Food wastes are to be considered non-recyclable wastes and shall not be disposed of in the construction/demolition landfill. Coordinate with BNH Environmental Quality (931-454-4284) to obtain a disposal permit prior to transfer of materials and to coordinate schedule for disposal. The Arnold AFB landfill is located on 6th Street near the airfield and may be subject to limited operating hours. Construction/demolition debris shall be further sorted for disposal as follows:

1. Concrete: Concrete shall be stockpiled at the landfill for later reuse.

2. Asphalt: Asphalt shall be stockpiled at the landfill for later reuse.

3. Milled Wood: Milled wood shall be placed into a large bin at the landfill for eventual recycling.

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ANZY229035 Appendix B.1-6

4. Other Miscellaneous Debris: Other miscellaneous debris shall be placed into the Arnold AFB landfill for disposal.

F. Dispose of non-recyclable waste in any of the brown dumpsters located throughout the facility. Examples of non-recyclable waste include food scraps and food containers, empty glass containers, Styrofoam, empty and dry hazardous material containers (without lids).

G. Dispose of trees, shrubs, and other debris resulting from clearing/grubbing at the Arnold AFB landfill in a location as directed by the Government.

H. Management of excavated soils shall be as follows:

1. Clean soil or granular fill material from outside the Industrial Area may be taken to the soil stockpile area located just inside Arnold AFB Gate 2 (Red Hill).

2. Soil excavated from the Industrial Area of Arnold AFB may be reused in the original excavation without the requirement of laboratory analysis.

3. Soil excavated from the industrial area of Arnold AFB that cannot be reused in the original excavation shall require sampling and analysis to confirm that it is clean and free from contaminants (such as oil or solvents) prior to disposal at Arnold AFB. The Contractor shall be responsible for testing the soil by an accredited laboratory and shall submit results to the Government. Based on schedule and project funding, the analysis may be conducted by the Arnold AFB on-site laboratory. The analysis shall include results showing quantities of TCLP Volatile Organics (VOCs), TCLP Metals, and Extractable Petroleum Hydrocarbons (EPH) at a minimum. Additional analyses may be required depending on the location of the excavation and known or suspected presence of additional contaminants (consult with the Government). Analytical results shall be submitted to the Government to verify the soil is clean (non-contaminated). Verified clean soil excavated using the Hydrovac Method shall be sufficiently dried so that it contains no free liquids prior to disposal at the C&D Landfill. Verified clean soil excavated using the Hydrovac Method may be taken directly to the soil stockpile area (Red Hill) without the drying requirement. Coordinate with the Government.

4. Soil Sampling for Laboratory Analysis: If possible, collect soil samples to be submitted for laboratory analysis prior to excavation.

If this is not practical, soil may be sampled from the stockpile following excavation (note: having analytical results prior to excavation reduces double-handling of excavated materials). To collect and analyze soil, follow these guidelines:

a. Determine the volume of soil to be excavated.

b. For each 10 cubic yards of soil, collect one sample to be used for compositing. Samples should be collected at least one

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ANZY229035 Appendix B.1-7 foot below the ground surface, preferably about the median depth of the proposed excavation.

c. Submit composited samples for laboratory analysis for TCLP Metals, TCLP VOCs, and EPH, and any other contaminant as directed by the Government at the frequency indicated below.

For example, if the estimated volume of soil to be excavated is 60 cubic yards, then collect six samples to be composited to create one lab sample. For larger volumes of material, consult the Contract Monitor for instructions.

Volume of Material to be Excavated

(cubic yards)

Number of Samples to Submit for Laboratory Analysis

0-60 1

60-240 2

240-480 3

480-720 4

d. Soil Stockpile Management: If it is not possible to collect soil samples prior to excavation, then it shall be necessary to create stockpiles while the soil is being dewatered from the Hydrovac Method and/or waiting for analytical results. If it is necessary to create a stockpile for dewatering purposes, follow these requirements:

1) Find a level area in an out of the way location (such as an equipment lay down yard). Consult with the contract monitor to verify the acceptability of the location.

2) Lay down overlapping plastic sheeting to create a water barrier.

3) Create berms around the periphery of the plastic sheeting by overlapping the edges on top of straw bales or other solid objects.

4) Place the excavated soil in the bermed area, being careful not to overtop the berms.

5) Allow the material to dry and obtain analytical results prior to taking the material for final disposal at the Red Hill area or at the construction/demolition (C&D) Landfill.

I. Capture and recycle refrigerants from all appliances in accordance with 40 CFR 82, Subpart F. The refrigerant shall be removed by a certified technician as defined in 40 CFR 82.161 (or an apprentice directly under the supervision of a certified technician). Since the types of units being salvaged could be high or low pressure systems, the technician shall possess a “universal” certification. Provide proof of certification to the Government. The reclamation/recovery of all refrigerants shall occur prior

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ANZY229035 Appendix B.1-8 to removal of equipment from Government property. All reclaimed/recovered refrigerant shall be turned over to the Government for final disposition. Refrigerant containing equipment may include but is not limited to: A/C units, refrigerators, freezers, water coolers, and dehumidifiers.

J. Hazardous Waste: Where hazardous waste (as identified or listed by 40 CFR 261) is generated, follow the procedures given in AEDC SHE Standard E18 for storing and turning in hazardous waste for proper disposal. These procedures include the requirement for completion of a Waste Identification Form and a Chemical Waste Data Sheet, which will be furnished by the Government Representative. Return the completed forms to the Government Representative and coordinate with the Arnold AFB Hazardous Waste Operations Group (931-454-3628 or 931-454-7383) prior to transporting the waste to the designated Base accumulation point or Base permitted storage facility as directed.

3.3 CLEANUP

A. Clean up and dispose of all waste continuously throughout construction and thoroughly at job completion.

END OF APPENDIX B.1

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ANZY229035 Appendix B.2-1

APPENDIX B.2

SECTION 02 08 00

ASBESTOS REMOVAL

PART 1 GENERAL

1.1 SUMMARY

A. Section includes removal and disposal of asbestos materials.

1.2 CODES AND STANDARDS

A. AEDC Safety, Health, and Environmental (SHE) Standards latest version, available upon request from the Government.

1. A9 Hazard Communications.

2. B1 Master Work Permit.

3. B5 Confined Spaces.

4. E7 Asbestos.

5. E18 Managing Waste Containing Chemical or

Petroleum Products.

B. American Society of Mechanical Engineers:

1. ASME A13.1-23 Scheme for the Identification of Piping

Systems.

C. American Society of Safety Professionals:

1. ASSP Z9.2-18 Fundamentals Governing the Design and

Operation of Local Exhaust Ventilation Systems.

D. Code of Federal Regulations, latest version:

1. 29 CFR 1910.134 Respiratory Protection.

2. 29 CFR 1910.1200 Hazard Communication.

3. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and

Mists.

4. 29 CFR 1926.59 Hazard Communication.

5. 29 CFR 1926.1101 Asbestos.

6. 40 CFR 61 National Emission Standards for

Hazardous Air Pollutants (NESHAP).

7. 40 CFR 260 Hazardous Waste Management

Systems: General.

8. 40 CFR 261 Identification and Listing of Hazardous

Waste.

E. Public Law:

1. PL 101-637 The Asbestos School Hazard Abatement

Reauthorization Act (ASHARA), 1990.

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F. Tennessee Department of Environment and Conservation Standard:

1. Chapter 1200-01-20 Asbestos Accreditation Requirements, 2025.

2. Chapter 1200-3-11-02 Hazardous Air Contaminants, Asbestos, 2022.

1.3 SUBMITTALS

A. Evidence satisfactory to the Contracting Officer that the firm removing asbestos has at least one designated employee on site during all abatement activity who has received certification by completing an Asbestos Abatement Contractor Training Course approved or sponsored by the U. S Environmental Protection Agency (EPA) and who will be responsible for the work whenever any phase of the project is in progress. The course shall be a 5-day supervisory course. A 1-day supervisory refresher course also is acceptable if documents showing completion of the initial 5-day course are submitted and the refresher course or courses have been completed within the required time frame to maintain currency in EPA certifications. This training shall have been completed within 12 months prior to the bid opening date. Certification shall remain current throughout the course of the job and shall comply with 40 CFR 61 and PL 101-637. In addition, submit for each individual a copy of their current asbestos accreditation/license issued by the State of Tennessee for all asbestos disciples that the individual shall perform on this contract. The accreditation shall remain current for the length of the current contract. Submit the most current accreditation/license and provide an updated copy as new accreditations are issued by the State.

B. Written certification that all employees involved in the asbestos removal have received training and medical examinations as required by 29 CFR

1926.1101 and 29 CFR 1910.