W911RQ-26-S-C001-A021 406A Facilty Upgrades.pdf
PDF 5 MB Posted
- Solicitation number
- W911RQ-26-S-C001
About this file
This is a Commercial Solutions Opening (CSO) Area of Interest (AoI) announcement for innovative solutions to upgrade Building 406A at Red River Army Depot. The Army Contracting Command-Red River Army Depot (ACC-RRAD) seeks innovative commercial solutions for the conversion of Building 406A from storage to Group F-1 Factory/Industrial occupancy, transforming it into a fully operational, energy-efficient, and code-compliant machine shop. The project scope includes four key components: delegated design HVAC infrastructure, thermal envelope and vapor barrier retrofit, modernization and expansion of high-voltage electrical distribution infrastructure, and engineered modification to the fire suppression system.
Responses must be submitted via email to usarmy.rrad.acc.mbx.cso@army.mil by 5:00 P.M. Central Daylight Time on 30 September 2026 with the subject line "INNOVATIVE SOLUTION." Any selected company or companies must be registered in the System for Award Maintenance (sam.gov). The Government is not obligated to extend a request for proposal or make an award; all awards are subject to fund availability and successful negotiations. This AoI is not authorization to begin performance and does not obligate the Government for any offeror costs. Questions regarding the AoI should be directed to CSO AoI POC Jacob J. Horn at jacob.j.horn.civ@army.mil. The CSO authority derives from ACC-RRAD Commercial Solutions Opening W911RQ-26-S-C001, dated 1 October 2025, under DoD Class Deviation 2022-O0007.
View the file
Other files
Show all 43
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Federal Agency: Army Office: Army Contracting Command-Red River Army Depot (ACC-RRAD) AoI Title: 406A Facility Upgrades CSO AoI Number: W911RQ-26-S-C001-A021 AoI Release Date: 30 SEPT 2026 Responses: See CSO W911RQ-26-S-C001 for Procedure Details
1. General Information
1.1 Introduction
This announcement is for innovative solutions for 406A Facility Upgrades (AoI) under the ACC-RRAD Commercial Solutions Opening W911RQ-26-S-C001. Interested parties are highly encouraged to visit the Government Point of Entry (www.sam.gov) to review the ACC-RRAD CSO special posting in its entirety to obtain more information on the process for submission evaluation of the CSO AoI Responses.
This CSO AoI seeks innovative commercial solutions that meet the objectives detailed in Section 1.2 below. In accordance with Revolutionary FAR Overhaul (RFO) Defense Federal Acquisition Regulation Supplement (DFARS) 212.70, the term 'innovative' is defined as any technology, process, or method, including research and development, that is new as of the date of proposal submission, or any new application of an existing technology, process, or method as of the proposal date. CSOs may only be used to obtain innovative solutions or potential capabilities that fulfill requirements, to close capability gaps or provide potential innovative technological advancements, and when meaningful proposals with varying technical or scientific approaches can be reasonably anticipated.
ACC-RRAD is not obligated to extend a request for proposal or make an award as a result of this CSO AoI; all awards are subject to the availability of funds and successful negotiations. This CSO AoI is not an authorization to begin performance, and in no way obligates the Government for any costs incurred by the Offeror associated with developing a Response. Prior to commencement of any activities associated with performance under this CSO AoI, the Government will issue a written directive or contractual document signed by the Contracting Officer with appropriate consideration established. ACC-RRAD reserves the right to modify the requirements of this CSO AoI.
The authority to issue this CSO AoI is derived from ACC-RRAD Commercial Solutions Opening W911RQ-26-S-C001, dated 01 OCT 2025. The CSO authority is DoD Class Deviation 2022-O0007.
1.2 AoI Background
Building 406A is undergoing a change of use from Storage to Group F-1 Factory/Industrial Occupancy. The primary objective is the repair by conversion of building 406A into a fully operational, energy-efficient, code-compliant machine shop. The conversion necessities includes:
delegated design HVAC, retrofit of the building’s thermal envelope/vapor barrier, modernization and expansion of high-voltage electrical distribution infrastructure, and engineered modification to the facility’s fire suppression system.
1.3 406A Facility Upgrades: Technical Summary & Scope Breakdown
The project encompasses a full-scale renovation of the building and through the following key activities.
• HVAC Infrastructure – delegated design
• Thermal Envelope & Vapor Barrier
• Modernize Electrical Distribution System
• Fire Suppression System Modification – delegated design
2. AoI Constraints
1. Any selected company/companies will be required to be registered in the System for Award Maintenance (sam.gov).
3. Submission Requirements
A written solution must be sent via e-mail submission by 5:00 P.M. (CDT) on 30 SEPT 2026, with subject line stating INNOVATIVE SOLUTION to usarmy.rrad.acc.mbx.cso@army.mil
Solutions received after the specified due date and time will be discarded and not be evaluated by the Government.
AoI Open Period – This AoI shall close at 5:00 P.M (CDT); 30 SEPT 2026.
Point of contacts:
AoI questions can be sent to:
CSO AoI POC: jacob.j.horn.civ@army.mil
Contracting Officer:
mailto:jacob.j.horn.civ@army.mil
1-16 Camper Spa ces
C a m p e r
S p a c s 37
Ramp Boat
Phone Emergency
Structure Release
Valve
Dry Hydr ant
Camping Tent
Shower
Ramp Boat p il lw a y
X
Playgrou nd
Splashpa d
20-29 Spaces Camper
1430 INTAKE TOWER
Shelter Storm
Lagoon
Shelter Storm
XX
X X
CROSS REFERENCING
KEY MAP
9 10
NORTH
CONTRACTOR ENTRANCE RRAD MAIN ENTRANCE
BUILDING
TRUCK CONTROL
ENTRANCE
CONTRACTOR'S
CONTRACTOR ROUTE
OFFICE BLDG 421 N
DPW: EP&S DIV'N
OFFICE - 431 N
CONTRACTING
BLDG 455 A
BADGE & I.D. OFFICE
TO RRAD
MAIN ENTRANCE
2 3
1" = 200'-0"
LOCATION
CONSTRUCTION
@ MAIN GATE
ENTRANCE
CONTRACTOR'S
BLDG 421N
DIV OFFICE
ENGINEERING
BLDG 431
DIRECTORATE
CONTRACTING
OFFICE
AND ID
BADGE
1" = 500'-0" 1" = 500'-0"
0 500 1000 2000 3000
0 125 250 500 750 0 125 250 500 750
0 50 100 200 300
BUILDING 406A
PROJECT LOCATION
NUMBER)
(SHEET SEQUENCE
WHERE REFERENCED
NUMBER OF SHEET
NUMBER)
(SHEET SEQUENCE
WHERE SHOWN
NUMBER OF SHEET
V1V1
V1V1
A
OR ELEVATION
NUMBER OF DETAIL
CALLOUT
SECTION OR
LETTER INDICATES
GENERAL NOTES:
SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION.
EQUIPMENT AND MATERIALS.
"PROVIDE" MEANS FURNISH AND INSTALL REQUIRED
1.
2.
3.
4.
AND ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
EXCAVATION BEGINS.
THE CONTRACTOR OF THEIR LOCATION BEFORE
COMPANIES WILL THEN MARK THEIR LINES TO ENSURE
WILL BE NECESSARY ON THIS PROJECT. THE UTILITY
THE SCOPE AND LOCATION OF THE EXCAVATION THAT
ANY EXCAVATION ON THIS SITE AND INFORM THEM OF
YOU DIG AT 811. AT LEAST 2 WORKING DAYS PRIOR TO
THE CONTRACTOR SHALL CONTACT TEXAS811 CALL BEFORE
CONTRACTOR ROUTE
SHEET INDEX
E-002
M-100
ED100
ES001
MECHANICAL PLAN
ELECTRICAL SERVICE DETAILS
ELECTRICAL DEMOLITION PLAN
ELECTRICAL SITE PLAN
BLDG 406A
ROUTE TO
CONTRACTOR
07 E-110 POWER PLAN
E-001 SYMBOLS AND ABBREVIATIONS
01 G-001 VICINITY MAP
DGN NO. SHT NO. DESCRIPTION
08 EL-110 LIGHTING PLAN
1 2 3 4 5
B
D
SHEET
E-4643.01-PE
G-001
SHEET 001 OF 008
E
R
IP
T
IO
N M
K
P
V
IC
IN
IT
Y
IV
O
J
L
W
IR
F
U
G
-0
-2
-2
-4
.0
-P
IL
:N
-0
.D
I Z
H
IA
JM
IE
MILITARY ROAD
IX
NORTH PATROL RD
Z
NORTH BOUNDARY ROAD
STORAGE
SOUTH PATROL ROAD
ARTERIAL ROAD NO. 4
U.S. HIGHWAY 82
9 G
XXXX
X X X X X X X
TEXAS AVE
FIRST ST.
FOURTH ST
SM3 ROAD
SM2 ROAD
SM1 ROAD
NINTH ST
U.S. HIGHWAY 82
BAN LANE
EIGHTH ST
SEVENTH ST
PAULIN ROAD
ELLIOTT LAKE ROAD
SOUTH BOUNDARY PATROL ROAD
CANEY ROAD
HARDSTAND
X X X
BEACH
GRAVEL
BEACH
LOOKOUT
HIGHWAY 82
U.S.
NORTH PATROL ROAD
NORTH PATROL ROAD
BOWIE AVE
ARKANSAS AVE
PARK Dr
FIFTH ST
FIFTH ST
SIXTH ST
SEVENTH ST
SM3 ROAD
SM2 ROAD
SM1 ROAD
ARTERIAL RD NO. 1
ARTERIAL RD NO. 2
PAULIN ROAD
ARTERIAL ROAD NO. 3
LD
STO
AD
OLD
BOSTON
ROAD
ARTERIAL RD NO. 1
ARTERIAL ROAD NO. 4
TexAmericas B
OUNDARY
LIMIT
S OF RIF
LE RANGE DANGER AREA
LIMITS OF RIFLE RANGE DANGER AREA
X X X X
X XX
x x x
X X X X X
X X X X X X X X X
X X X X X X
XXXXX
X X X X X X X X X
XXX
B O U N D A R Y
B O U N D A R Y
CONCSLABCONC
CONC
SLAB
SLABS
CONTAINER
STORAGE
SLABCONC
AREA
TEST FIRE
4 G 3 G
4 D
5 C
2 C v e n u
TexAmericas
TENTH ST
RIDGE
DOGWOOD
THE PINES
BEACH OF
ST
CREDIT
DR.
CIRCLE
MAGAZINE PATROL ROAD
XXX ARTERIAL ROAD NO. 5
ARTERIAL ROAD NO. 5
X XX
-L
BASSWOOD ROAD
M290A
TECHNOLOGY
MILLER
OAK GROVE
DRIVE
OFFICERS
FIRST ST.
FOURTH ST
SS006
406A
412B
412D
406B
412H
407A
412E
325A
401B
477A
455G
484A
SS004
X X X X X X X X
455H
455E
455F 494
455A
SS010
SS007
M469
M487
M785 M786
IX
749A
749B 749C
749D
BOWIE AVE
746A
(RAMP)
M786
M785
739B
740E
DRIVE
OFFICERS
G-001
M-100
E-001
E-002
ED100
ES001
E-110
EL-100
TARR-PWS 8 APR 2026
MEMORANDUM FOR RECORD
SUBJECT: SCOPE OF WORK FOR “UPGRADE FACILITIES AT BUILDING 406A”; WO# 5A-
00019-26, PR 012-26.
SOW for PR 012-26 Page 1 of 23
1. ITEMS OF WORK: Contractor shall perform work per this scope of work, attached specifications and attached drawing. Contractor shall provide all labor, materials, supplies, parts, plant, supervision, equipment and related services required to complete the work indicated. Project site is Red River Army Depot, approximately seventeen miles west of Texarkana, Texas. The drawings are included to convey design intent and for your information. Work shall include, but is not limited to, the following items:
A. References:
1) Attachments:
a) Project Drawing Set: E-4643-PE; 8 Sheets
b) Gantry Mill Placement Plan – 17ppt0008_3_C.pdf (Provided as Government -
Furnished Information for Reference)
c) B406A Flow Test Result.pdf
d) Lock Core Removal instructions: “Locksmith MAIDIQ Brief (updated March
2025).PDF”
e) As-Built Drawings:
(1) Maintenance and Service Building – Designed by: BWR TY; Design File:
20080660; 24 Pages; Date 12/05/08.
2) Codes, Criteria, & Standards: (current version per date of project)
a) NFPA 70: National Electrical Code® (NEC)
b) NFPA 13: Standard for the Installation of Sprinkler Systems
c) NFPA 25: Standard for the Inspection, Testing, and Maintenance of Water-
Based Fire Protection Systems
d) NFPA 484: Standard for Combustible Metals
e) ASTM E84: Standard Test Method for Surface Burning Characteristics of
Building Materials
f) ASTM E96: Standard Test Methods for Water Vapor Transmission of
Materials
g) USACE EM 385-1-1: U.S. Army Corps of Engineers Safety and Health
Requirements Manual
h) UFC 3-600-01: Fire Protection Engineering for Facilities
i) Davis-Bacon Act
j) NFPA 2001: Standard on Clean Agent Fire Extinguishing Systems
k) NFPA 652: Standard on the Fundamentals of Combustible Dust
l) International Building Code (IBC)
m) UFC 3-410-01: Heating, Ventilating, and Air Conditioning Systems
n) UFC 4-010-06: Cybersecurity of Facility-Related Control Systems
o) NFPA 90A & 90B: Installation of Air Conditioning and Ventilating Systems
p) ASHRAE 62.1: Ventilation for Acceptable Indoor Air Quality
q) ASHRAE 55: Thermal Environmental Conditions for Human Occupancy
r) ASHRAE 90.1: Energy Standard for Buildings
B. Objective: Repair by conversion of Building 406A to a machine shop. Project includes providing HVAC for climate control, repairing the thermal envelope, modernizing the electrical distribution system, and modification of existing fire suppression system.
Work includes modernizing the utility service by replacing pole-mounted equipment
SOW for PR 012-26 Page 2 of 23 with a code-compliant pad-mounted transformer and modification of existing fire suppression system to ensure Health and Safety (LHS) code compliance with new architectural envelope and functional hazard classification. All work is required to meet UFC and safety standards without increasing the building's external footprint. Work includes the following:
1) Provide HVAC – Delegated Design
2) Upgrade Thermal Envelope
3) Modernize Electrical Distribution System
4) Modify Fire Suppression System – Delegated Design
C. Work Tasks: Work below shall be accomplished as indicated, specified, and required by attachments listed above (Drawings, Specifications, etc.) and this scope of work.
NOTE: All work must be accomplished without interruptions to normal work. Provide work plan.
1) General:
a) For conflicts between this Scope of Work (SOW) and the attached Drawing Set, and Specifications, this SOW shall take precedence.
b) In the event conflict between two (or more) applicable criteria, codes, or standards the more restrictive (as deemed by the government) shall prevail.
c) During construction all refuse created by the Contractor must be disposed of in roll offs that the Contractor brings on site. The Contractor shall remove from the installation and dispose of all solid waste generated to an approved and permitted off-depot facility at the Contractor’s expense.
d) Coordination of Work: General Contractor shall make sure there is coordination between all subcontractor crafts in the location and installation of their products.
e) "Provide" means furnish and install.
f) "Replace" means remove existing and provide new.
g) Field verify all sizes and dimensions.
h) The contractor is responsible for engaging a qualified professional engineer to design the HVAC and sprinkler system for Elevated Hazard Classification for 406A. Design for the following shall be done by a Texas licensed engineer.
Prior to commencing physical work, the Contractor must submit the following for review and approval by the COR.
(1) Submit signed and sealed drawings with design calculations and assumptions for the design of the HVAC for 406A.
(2) Fire Suppression submittals for 406A (requires review and approval by
Fire Chief also):
(a) NFPA 484 Compliance Narrative: A formal statement detailing how the rerouted wet system and the localized clean agent system safely interact with the Aluminum hazard.
(b) Stamped Shop Drawings & Hydraulic Calculations: Detailed plans showing the rerouted overhead piping, the new drop locations/elevations relative to the 4:12 fabric liner, along with stamped hydraulic calculations proving required densities are met.
SOW for PR 012-26 Page 3 of 23
(c) Stamped Structural Engineering Calculations (mounting localized mill suppression system).
2) Provide HVAC – Delegated Design:
a) Demolition:
(1) Demolish existing gas unit heaters, heater exhausts, thermostats, wire and conduit and all gas piping from building.
(2) Ensure all wall penetrations are patched, weatherproofed and interior insulation is applied per the thermal envelope section of this scope.
(3) Cap gas at meter located on the eastern side of the south exterior wall.
(4) Demolish all column mounted fans, to include wire, conduit and switches back to the source.
b) Provide mobile dust collectors for grinding and sanding equipment.
c) Provide gas smart meter. Smart meter shall be installed and integrated into
RRAD’s Meter Data Management System (MDMS) using same BPOC the electrical service smart meter shall use. Refer to E-110 for location of electrical service smart meter and BPOC.
d) HVAC - Delegated Design:
(1) Entire building shall be heated, cooled and humidity controlled.
(2) HVAC units shall be 480V and fed from MDPH-11.
(3) HVAC heat shall be gas powered due to gas being an existing utility at the building.
(a) Gas meter located near southeast corner of building.
(b) Designee shall design gas piping sizing and location for HVAC unit(s) from existing meter.
(4) Designer shall provide concrete equipment pad designs for each HVAC unit.
(5) HVAC shall have a set temperature range of 65°-86° Fahrenheit, and relative humidity range of 40-60%.
(6) HVAC shall be installed on south side exterior of building, and supply/return air shall be installed through south wall with vents for both mounted on the interior of south wall.
(7) Provide emergency power off integrated into the fire alarm system and manual EPO push button with manual reset to kill power to unit(s) in the event the fire alarm is activated. Coordinate with fire protection engineer electrical contractor on exact system and location of circuits.
(8) HVAC system shall have base management system capability for future connection to RRAD BMS system.
3) Repair Thermal Envelope: The Contractor shall execute a continuous interior thermal envelope retrofit (Metal Building Liner System) on the roof and specified perimeter walls. The installation shall enclose the existing structural purlins and girts to establish a complete thermal break and a monolithic Class-A vapor barrier.
a) Site Preparation and Surface Remediation:
(1) Vapor Barrier Mitigation (Critical HVAC Requirement): Because the interior space will be mechanically air-conditioned (cooled) against the humid exterior climate of IECC Zone 3A, vapor drive will push moisture inward. To prevent condensation from being trapped against the exterior
SOW for PR 012-26 Page 4 of 23 skin, the Contractor SHALL NOT bypass the mitigation step. The Contractor must systematically slit, perforate, or entirely remove the white vinyl facing on the existing 3-inch insulation on both the roof and walls prior to installing the new interior liner system. Failure to defeat the existing vapor barrier will result in immediate rejection of the work.
(2) Steel Cleaning & Rust Remediation: All structural steel contact points (main columns, base angles, eave struts, and door jambs) must be wiped clean of dust, grease, and manufacturing oils using an approved solvent to ensure 100% adhesion of vapor barrier tapes. Any active, flaking rust encountered on the structural steel must be mechanically wire-brushed and treated with a commercial-grade rust-inhibiting primer prior to concealment.
b) High-Reach Equipment & Safety Logistics:
(1) Elevation Requirements: The facility features a 32-foot eave height and an approximate 42-foot roof peak. The Contractor must provide appropriate high-reach access equipment (e.g., articulating boom lifts) capable of safely navigating the 5-foot purlin/girt spacing and reaching all interior elevations without compressing the insulation materials. Field verify all elevations.
(2) Bridge Crane Coordination: The Contractor shall account for the presence of an active overhead bridge crane when planning lift equipment, scaffolding, and installation logistics. If the Contractor intends to utilize the bridge crane as a work platform, they must submit a formal Fall Protection and Lockout/Tagout (LOTO) safety plan to the COR for review and approval prior to the commencement of overhead work.
(3) OSHA Compliance: The Contractor must strictly adhere to all applicable OSHA fall protection and aerial lift safety regulations, as well as USACE EM 385-1-1 requirements.
c) Interior Metal Building Liner System (e.g., Simple Saver or equivalent):
(1) Roof Retrofit Installation (Target Assembly: ~R-29)
i. The Contractor shall install a high-tensile steel banding grid (spaced max 30" on-center) securely fastened to the bottom flanges of the roof purlins.
ii. A continuous, Class-A fire-rated fabric vapor barrier liner shall be stretched taut across the banding grid, completely concealing the purlins from the floor view.
iii. New 6-inch (R-19) un-faced fiberglass batts shall be installed within the purlin cavities above the fabric liner, resting firmly against the existing roof insulation.
(2) Wall Retrofit Installation (Target Assembly: ~R-21)
i. Face-Applied Thermal Break: Because the existing insulation is exterior to the girts, the new 3.5-inch (R-11) un-faced fiberglass and fabric liner shall be installed continuously across the interior face of the 8-inch girts. The insulation shall not be tucked into the girt cavities.
ii. The system shall be supported by vertical steel banding (spaced max 30" on-center), securely fastened to the base angle and
SOW for PR 012-26 Page 5 of 23 eave strut, pulling the insulation and liner drum-tight against the face of the girts.
d) Air Sealing & Mechanical Terminations:
(1) Monolithic Seal: The new fabric liner must create a 100% airtight, monolithic boundary between the conditioned interior space and the unconditioned exterior/structural cavities.
(2) Seams and Penetrations: All fabric liner seams must overlap by a minimum of 6 inches and be continuously sealed with an approved, high-adhesion vapor barrier tape. All penetrations for electrical conduit, HVAC ductwork, or fire suppression pipe drops must be meticulously taped and sealed directly to the penetrating object.
(3) Thermal Bridging Prevention: The Insulation Contractor shall ensure the steel banding and fabric liner are tensioned tightly to pull the insulation firmly against the interior face of the girts and purlins. The structural steel frame must be entirely enclosed within the insulated cavity to prevent the steel from reaching the dew point of the conditioned interior air, which would cause active condensation and corrosion.
(4) Main Column Terminations (Exposed Columns): The main structural I-beam / tapered columns shall remain exposed to the conditioned interior space. The Contractor shall terminate the wall and roof liner systems at each main column. The Contractor must make precise cuts to fit the fabric liner around the column profile, securely seal the fabric directly to the clean steel using approved vapor barrier tape, and mechanically fasten the liner to the column using termination bars or steel banding to ensure a continuous, air-tight vapor seal at every column junction.
(5) Mechanical Fastening: The fabric liner must be mechanically fastened (using metal termination bars or steel banding with self-tapping screws) to all main building column frames, corners, base angles, and the perimeters of all roll-up and pedestrian doors. Relying solely on tape or adhesive for structural terminations is strictly prohibited.
(6) Decommissioning of Gable Exhaust Fans: The facility is being converted to a fully conditioned (HVAC) machine shop. The two (2) existing exhaust fans located in the gable ends shall be decommissioned. The Insulation Contractor shall construct rigid framing within the fan openings, insulate the cavities to a minimum of R-19, and install the continuous fabric vapor barrier over the openings to permanently seal them against air infiltration, ensuring the integrity of the HVAC thermal envelope. Refer to electrical section for demolition coordination of electrical connection of exhaust fan.
(7) HVAC & Ductwork Coordination: The Insulation Contractor shall coordinate with the Mechanical (HVAC) Contractor. Where new HVAC ductwork or source-capture exhaust systems penetrate the thermal envelope, the Insulation Contractor shall construct rigid "picture frames," mechanically fasten the fabric liner to the framing, and provide a 100% continuous vapor seal around the penetrations using approved tape and/or mastic.
(8) Trade Coordination & Phasing (Penetrations): The facility will undergo concurrent mechanical, electrical, and fire suppression upgrades. The
SOW for PR 012-26 Page 6 of 23
Insulation Contractor shall coordinate their installation schedule with all other trades. All major penetrations through the thermal envelope (HVAC ductwork/exhaust, explosion-proof conduit, and fire suppression drops, etc.) must be rough-installed by the respective trades prior to the Insulation Contractor finalizing the fabric liner in those zones.
(9) The Insulation Contractor retains sole responsibility for constructing the rigid framing ("picture frames") around these penetrations and executing the final 100% vapor seal (using approved tape/mastic) connecting the fabric liner directly to the penetrating infrastructure.
e) Obstruction & Infrastructure Integration
(1) West Wall Electrical Infrastructure (Hybrid Approach):
i. Demolished Zones: Coordinate with the Electrical Contractor to install a continuous liner over bare girts where the main panel is removed. The new panel shall be mounted via standoffs penetrating the new liner (penetrations to be taped).
ii. Existing Panels & Dense Conduit (Rigid Box-Outs Required):
Construct structurally sound, rigid framing ("box-outs") to the depth of the new insulation around all remaining active electrical panels and densely clustered, flush-mounted conduit. The fabric liner and insulation shall terminate and be mechanically fastened to these rigid frames, leaving the panels fully accessible to maintain NEC working/cooling clearances. All seams of the box-out shall be 100% sealed with vapor barrier tape. Fiberglass shall not be packed tightly against conduits.
(2) Roof Fire Suppression (Delegated Design Relocation):
i. The fire sprinkler system shall be modified and relocated per the
FPE Delegated Design, ensuring all sprinkler heads are repositioned to sit below the new fabric liner ceiling. As such, large rigid box-outs for sprinkler head clearance are not required.
ii. The Contractor shall install the liner system as a continuous, monolithic ceiling. Where vertical sprinkler pipe drops penetrate the new liner, the Contractor shall make precise, tight circular cuts.
iii. The fabric liner shall be 100% sealed directly to the pipe drop using approved vapor barrier tape and/or tight-fitting penetration collars to maintain the vapor seal.
iv. The Insulation Contractor must coordinate with the Fire Sprinkler Contractor to ensure the fabric liner is penetrated and sealed after the pipe drops are installed, but before the final sprinkler heads and escutcheon plates are attached, ensuring no tape or adhesive obstructs the functional sprinkler components.
4) Modernize Electrical Distribution System:
a) Upgrade Electrical Service:
(1) Demolish existing service conduit and wire back to the point of demarcation with SWEPCO’s commercial power. Coordinate with SWEPCO on point of demarcation and all other incoming service questions.
SOW for PR 012-26 Page 7 of 23
(2) Provide 2 – 4” schedule 80 PVC primary conduit runs from SWEPCO’s utility pole, underground to new concrete transformer pad location.
Ensure all existing underground utilities have been located before any trenching or digging. Refer to details on drawing sheet E-002.
(3) Provide new concrete equipment pad with conduit stub-ups for SWEPCO provided 750 KVA pad-mount transformer. Refer to E-002 for concrete pad details from SWEPCO.
(4) Provide 4 sets of 4”-inch schedule 80 PVC secondary conduit underground from concrete transformer pad to building, transitioning to rigid metal conduit when stubbing up at exterior of building. RMC shall be ran from above grade to newly provided main distribution panel labeled MDPH-11 located on the west wall of 406A. Cap the fourth conduit at stub up for future expansion. Refer to drawing set E-4643-PE for location of service entrance.
(5) Provide 3 sets of 3 - 400-kcmil wire with 3/0 grounding conductors for each set in newly provided secondary conduit to MDPH-11.
(6) Provide smart meter and BPOC system for new electrical service. Smart meter shall be installed and integrated into RRAD’s Enterprise Energy Data Reporting System (EEDRS) and Meter Data Management System (MDMS). Meter and BPOC shall be located next to MDPH-11.
b) Replace Main Distribution Panel:
(1) Demolish existing shop heaters and column mounted fans and all ventilation, gas plumbing, conduit and wire back to source. Patch wall penetrations with a weatherproof patch and match the R-value with the walls stated in the “Repair Thermal Envelope” section of this scope.
(2) Ensure all existing circuits not specified to be demolished, be reconnected.
(3) Replace existing 480V, 4 wire, 400-amp main distribution panel labeled MDPH-11 with new 1000-amp main panel, service entrance rated using the same label.
(4) Provide circuit breakers in MDPH-11 to coordinate with the specs of the new 1000-amp panel.
(a) Ensure all feeder breakers in MDPH-11 are LSIG electronic trip.
(5) Provide new 3/0 ground wire located where existing ground wire is bonded to the west wall steel beam. The building has an existing Ufer grounding system. Ensure Ufer system is still intact and provides a NEC code compliant ground for the new service.
(6) Provide new circuit wire and conduit from newly provided MDPH-11 and subpanels for new equipment. Refer to E-110 for locations for each new circuit.
(7) Reconnect all existing circuits not being demolished back to the newly provided MDPH-11 panel, including the dry type transformer labeled THL- 11, which feeds DPL-11 and LL-11.
(8) Provide surge protection for newly provided panel MDPH-11 and existing sub panels DPL-11 and LL-11.
(9) Existing configuration between MDPH-11, THL-11, DPL-11 and LL-11 shall remain as is.
SOW for PR 012-26 Page 8 of 23
c) Provide New Circuits in New and Existing Panels:
(1) All new interior electrical equipment being ran or mounted on wall shall be mounted using unistrut on the face of the grade beam due to newly provided insulation covering girts and typical mounting positions.
(2) Provide circuit breakers, wire, conduit and disconnect switches for new circuits being located at 406A. Refer to drawing E-110 for location, wire/conduit sizing and all other details.
(3) Ensure all existing circuits not specified to be demolished, be reconnected to panels.
(4) Provide circuits for HVAC system. Coordinate with HVAC designer for wire, conduit, disconnect and breaker sizing.
(5) Provide emergency power off system integrated into fire alarm system with a manual push button for new gantry mill circuit. EPO system shall be shunt-trip style that disconnects power if the fire alarm is triggered or manual button is pressed. Refer to E-110 for location of equipment.
(6) Coordinate with HVAC designer for HVAC EPO integrated into fire alarm system. HVAC EPO system shall not have the manual EPO push button.
d) Upgrade Interior Lighting System:
(1) Demolish high bay lights circuit wiring and leave in place conduit for reuse with newly provided high bay fixtures.
(2) Replace existing high bay lighting with new LED high bay lighting.
(3) Newly provided fixtures shall have the same mounting height as existing fixtures.
(4) Provide emergency battery packs with fixtures. Battery pack fixtures shall achieve an average of 1 foot-candle across entire finished floor for means of egress. Refer to drawing EL-100 for location and fixtures that shall be equipped with battery pack options.
(5) Provide manual on/off switches and occupancy/vacancy switches that automatically dims lights to 50% after 20 minutes of vacancy.
(6) Replace lighting circuit breakers and contactors with new.
5) Modify Fire Suppression System – Delegated Design: The facility is undergoing a Change of Use from Storage to a Group F-1 Factory/Industrial occupancy, functioning as a conditioned heavy machining environment.
Furthermore, the installation of the continuous thermal fabric liner converts the ceiling to "Unobstructed Construction" on a 4:12 slope. The Contractor shall assume full engineering and execution responsibility for modifying the existing overhead fire suppression system and integrating a new localized suppression system of the mill to comply with these parameters.
a) FPE Delegated Design & Engineering Services:
(1) Primary Hazard: The facility will house a large horizontal gantry mill dedicated to machining aluminum (generating combustible Class D chips/swarf). The mill utilizes a water-soluble coolant (Chemetall Tech Cool 35052 or similar).
(2) FPE Requirement: The Contractor shall retain a Texas-licensed Fire Protection Engineer (FPE) to evaluate the facility per NFPA 13 and NFPA 484 (Standard for Combustible Metals). The FPE must design a dual-
SOW for PR 012-26 Page 9 of 23 suppression strategy that protects the building structure while safely mitigating the risk of water-aluminum reactions at the mill.
(3) Engineering Deliverables: Prior to commencing physical work, the Contractor must submit the following for review and formal approval by the Contracting Officer's Representative (COR) and the Base Fire Chief:
(a) NFPA 484 Compliance Narrative: A formal statement detailing how the rerouted wet system and the localized clean agent system safely interact with the Aluminum hazard.
(b) Stamped Shop Drawings & Hydraulic Calculations: Detailed plans showing the rerouted overhead piping, the new drop locations/elevations relative to the 4:12 fabric liner, along with stamped hydraulic calculations proving required densities are met.
(c) Stamped Structural Engineering Calculations (mounting localized mill suppression system).
b) Overhead Wet System Modifications & Structural Rerouting - To protect the facility structure without risking a water-to-aluminum reaction, the FPE must establish a "water exclusion zone." Note: Due to the operational envelope of an active overhead bridge crane, the construction of a physical "water exclusion canopy" or fixed deflector shield above the gantry mill is strictly prohibited.
(1) Structural Rerouting: The Contractor must physically reroute or modify the existing overhead wet pipe mains and branch lines so that no water-filled piping or sprinkler heads are positioned directly over the footprint of the gantry mill or its associated swarf collection areas.
(2) Sloped Ceiling Compliance (4:12 Pitch):
(a) The FPE shall design the layout to comply with NFPA 13 rules for
Sloped, Unobstructed Ceilings.
(b) Standard ESFR sprinklers are strictly prohibited on slopes exceeding
2:12 and must be replaced with Code-compliant CMSA or Standard Spray sprinklers.
(3) Deflector Orientation & Elevation:
(a) All overhead sprinkler drops must utilize specialized hardware to ensure the sprinkler deflectors are installed perfectly parallel to the 4:12 slope of the new fabric ceiling.
(b) Sprinklers shall not be flush-mounted; deflectors must sit securely below the new fabric ceiling within the strict distance tolerances required by NFPA 13.
(4) Thermal Envelope Coordination:
(a) The Fire Suppression Contractor shall coordinate with the Insulation
Contractor to ensure the fabric liner is penetrated safely and precisely around the new pipe drops.
(b) The Insulation Contractor shall 100% vapor-seal the fabric liner directly to the rigid pipe drop or flexible hose utilizing approved vapor barrier tape/mastic.
(c) No adhesives, tape, or fabric shall come into contact with the sprinkler head, escutcheon plate, or thermal bulb. Escutcheon plates shall be installed after the vapor seal is confirmed.
SOW for PR 012-26 Page 10 of 23
c) Localized Mill Suppression (Sequenced Floor Installation) - To protect the facility structure while preventing catastrophic water-to-aluminum reactions, the FPE shall design a highly coordinated strategy. Note: Due to the operational envelope of an active overhead bridge crane, the construction of a physical "water exclusion canopy" or fixed deflector shield above the gantry mill is strictly prohibited.
(1) System Type: The FPE shall design and specify a dedicated, localized
Clean Agent or specialized Class D system utilizing a residue-free or equipment-safe agent.
(2) Mounting & Structural Validation: Heavy agent cylinders shall be anchored to the concrete floor. The lightweight delivery piping grid suspended from the building structure must be designed to avoid the bridge crane and be validated by a stamped structural analysis to prove it does not overstress the PEMB frame. The design must include any necessary reinforcements.
(3) Sequenced Floor Mounting & Rigging Coordination: The localized suppression hardware (tanks, piping pedestals, and detection sensors) shall be designed to be anchored directly to the concrete floor.
(a) Phasing Constraint: To prevent interference with the heavy rigging and installation of the gantry mill, the Fire Suppression Contractor shall NOT install or anchor any floor-mounted suppression components until after the gantry mill has been fully rigged, placed onto its foundation, and structurally secured by the Mill Contractor.
(b) Pre-Installation Coordination: Prior to drilling or anchoring, the Fire Suppression Contractor must conduct a joint site-walk with the Mill Installation Contractor and the COR to finalize the exact placement of the floor pedestals. The placement must ensure optimal nozzle coverage for fire suppression while maintaining the required operational clearances for the mill's moving gantry, operator access paths, and routine maintenance panels.
(4) Shunt-Trip Integration: This localized system must be integrated with the facility's fire alarm panel to trigger an immediate "shunt-trip," automatically de-energizing the gantry mill and its exhaust system upon detection of a fire.
2. MATERIALS: Material for above work shall be as detailed on attached drawings and as required by Specifications or as indicated below. All materials and components shall be installed in accordance with manufacturer requirements and recommendations.
A. HVAC
1) HVAC – Delegated Design:
a) All parts and components associated for complete functionality per delegated designer’s plans and specifications.
2) Dust Collector:
a) Mobile dust collector
SOW for PR 012-26 Page 11 of 23
b) 1 – Donaldson Porta-Trunk with 6” x 10’ extraction arm assembly or approved equal
B. Thermal Envelope:
1) Roof Insulation
a) Thickness/R-Value: 6.0 inches, R-19.
b) Type: Un-faced, light-density fiberglass blanket.
c) Dimensions: Pre-cut to custom width to match the purlin spacing.
d) Recovery: Must recover to full nominal thickness after unrolling.
e) ASTM C665, Type I (Un-faced)
2) Wall Insulation
a) Thickness/R-Value: 3.5 inches, R-11.
b) Type: Un-faced, light-density fiberglass blanket.
c) Dimensions: Pre-cut to custom width to match girt spacing.
d) Minimum R-11, approximately 3.5 inches
e) ASTM C665, Type I (Un-faced)
3) Fabric Liner (Class A, Industrial Grade)
a) Material: Woven, high-density polyethylene (HDPE) or polypropylene scrim with a specialized vapor-retardant coating.
b) Chemical Resistance & surface Integrity: The interior-facing surface must be smooth, non-porous, and highly resistant to degradation from vaporized synthetic machining coolants (specifically Chemetall Tech Cool 35052), cutting oils, and industrial solvents.
c) Maintenance: The surface must be washable/wipeable to allow for the routine removal of accumulated machining mist or combustible aluminum metal dust as required by NFPA 484 housekeeping protocols.
d) Fire Rating (Class A)(Strict Adherence): Flame Spread Index <= 25; Smoke Developed Index <= 50. No exposed, un-faced fiberglass or non-rated plastics are permitted anywhere in the facility.
e) Permeance: Maximum 0.02 perms (impermeable vapor barrier) per ASTM E96 to protect the conditioned envelope.
f) Color: White (high light-reflectance value) to maximize ambient shop lighting.
g) ASTM E84 (Fire Rating); ASTM E96 (Vapor Transmission)
4) Support Grid
a) Material: High-tensile, galvanized or zinc-aluminum coated steel.
b) Dimensions: Minimum 1.0 inch width; minimum 0.020 inch thickness.
c) Finish: Painted white to match the fabric liner and resist interior corrosion.
d) Tensile Strength: Minimum 100,000 PSI to support system weight without sagging.
e) ASTM A653 (Steel Sheet Zinc-Coated)
5) Seam Tape
1) Material: Heavy-duty, reinforced tape matching the composition and color of the fabric liner.
2) Adhesive: Cold-weather, high-tack acrylic or rubber-based adhesive designed for permanent bonding.
SOW for PR 012-26 Page 12 of 23
3) Width: Minimum 3.0 inches.
4) Permeance: Must match or exceed the vapor resistance of the liner.
5) Manufacturer’s System Spec
6) Fasteners
a) Type: Self-drilling / self-tapping hex-head metal screws (minimum #12 size).
b) Coating: Zinc-plated or equivalent corrosion-resistant coating.
c) Washers: Must include oversized (minimum 3/4 inch to 1 inch) galvanized/neoprene backed washers to clamp banding and fabric securely without tearing.
d) Manufacturer’s System Spec C. Mechanical
1) Gas smart meter:
a) Romet Limited Rotary Gas meter
b) Model: RM5000 or RM1600 or approved equal
D. Electrical
1) Service Upgrade:
a) Underground primary feed from pole to transformer:
(1) Per SWEPCO requirements
b) Transformer concrete pad:
(1) Per SWEPCO requirements
c) Secondary Underground Wire:
(1) Copper
(2) THHN-THWN
(3) 3 sets of 3 - 400 kcmil, 1 – 3/0
d) Conduit:
(1) 4 - Schedule 80 PVC underground from transformer to edge of building stubbed above finished grade. Fourth shall be spare.
(2) RMC from above finished grade to main distribution panel inside building.
e) Main Distribution Panel (MDPH-11):
(1) 1000-Amp
(2) Service entrance rated
(3) NEMA 1
(4) 72 slots
(5) 65 KAIC
(6) LSIG electronic trip main
(7) GFPE
f) Feeder Breakers (MDPH-11):
(1) LSIG electronic trip
(2) GFPE
(3) Gantry Mill Circuit:
i) 350-amp breaker
ii) 500 Kcmil with 3/0 ground
iii) 3” EMT
iv) 400-amp disconnect switch, mounted directly over stub up for mill’s electrical.
SOW for PR 012-26 Page 13 of 23
g) Sub panel circuits (DPL-11 & LL-11):
(1) Match existing breakers.
(2) Wire and conduit sized per manufacturer recommendations.
h) Electrical Smart Meter & BPOC:
(1) Schnieder Power Logic PM 5500 or approved equal
(2) Loytec L-ip or L-inx, LGATE-902 (Only RRAD approved BPOCs)
i) Surge Protection:
(1) Per panel manufacturer/NEC recommendation for each panel.
2) Interior Lighting:
a) 24 - LED high bay
b) 50 minimum foot-candles at finished floor
c) 10 - Emergency battery packs to achieve minimum 1 foot-candle for means of egress.
d) Lithonia Lighting: CPRB 18000LM MVOLT 40K 80 CRI DWH or approved equal.
E. Fire Suppression Modification Materials (Per Delegated Design): All fire suppression materials utilized for system modifications must be new, UL-Listed, and FM-Approved for the specific hazard classification of the facility. The Contractor’s FPE must verify compatibility with the existing system.
1) Sprinkler Pipe (Drops/Extensions)
a) Material: Schedule 40 or Schedule 10 Black Steel Pipe; use same type in existing building.
b) Restriction: Non-metallic piping (e.g., CPVC) is strictly prohibited due to the exposed industrial environment and hot work (welding) hazards.
c) Code/standard reference: ASTM A53 or ASTM A135 (Steel Pipe), NFPA 13
2) Fittings & Couplings
a) Material: Cast iron, malleable iron, or ductile iron.
b) Type: Threaded, grooved, or flanged fittings. All grooved couplings must feature EPDM gaskets rated for the system's operating temperature and pressure.
c) Code/standard reference: ASME B16.4 or ASTM A536
3) Sprinkler Heads (New or Replacements)
a) Type: Quick-Response or Standard-Response (as dictated by FPE design for Ordinary Hazard Group 2 / Extra Hazard).
b) Temperature Rating: Must be rated appropriately for the anticipated ceiling temperatures near the new HVAC/machining equipment (typically 155°F or 200°F).
c) Restriction: Existing sprinkler heads removed during the modification process shall not be reused if they show any signs of paint, corrosion, or physical damage.
d) Code/standard reference: UL 199, NFPA 13
4) Escutcheons & Penetration Seals
a) Type: Two-piece metallic escutcheon plates (if heads sit below the liner).
SOW for PR 012-26 Page 14 of 23
b) Sealing: The gap between the sprinkler pipe drop and the fabric liner must be sealed with a flexible, fire-rated mastic or high-adhesion vapor barrier tape.
The seal must not restrict the movement of the pipe during a seismic or hydraulic event.
c) Code/standard reference: NFPA 13
5) Localized Suppression Agent (Gantry Mill)
a) Type: Residue-free, non-conductive, and human-safe Clean Agent (e.g., Novec 1230 / FK-5-1-12, Inert Gas) or specialized Class D agent formulated for aluminum swarf and machining coolants.
b) Strict Prohibition: The use of Carbon Dioxide (CO2) is strictly prohibited due to life-safety/asphyxiation hazards.
c) Restriction: Standard abrasive Dry Chemical agents are highly discouraged to prevent severe residue damage to precision CNC equipment and must be approved by the COR only if no compliant alternative exists.
d) Code/standard reference: NFPA 484/NFPA 2001 (Clean Agent Systems)
3. SUBMITTALS:
A. Submittals shall indicate contract number and project title. The Contracting Officer's
Representative may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of measures used on all submittals are to be the same as those used in the contract drawings. Submittals shall include indication of the features and requirements of this scope of work which are being met by the submitted equipment, components, and materials. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.
Proposed deviations from the contract requirements are to be clearly identified.
Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; samples; O&M manuals (including parts list);
certifications; warranties; and other such required submittals. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.
B. Provide submittals required by specifications and for all items listed below:
1) Items in paragraph “2. Materials” as above
2) Drawings, calculations, etc. as indicated above for delegated designs:
a) HVAC (Reference 1.C.1)i)(1))
b) Fire suppression (Reference 1.C.1)i)(2) & 1.C.5)a)(3))
3) Provide an Environmental Protection Plan. (Reference 4.A.6) Environmental Protection Plan.)
4) Provide signed memo affirming completion of Environmental Compliance Designee ECD training. (Reference 4.A.7) Environmental Compliance Designee
(ECD).)
5) Provide Non-Hazardous Construction and debris manifest. (Reference 4.A.9)c) Solid Waste.)
SOW for PR 012-26 Page 15 of 23
6) Provide hazardous material inventory, if applicable. (Reference 4.A.11) Hazardous Materials.)
7) Provide safety data sheets for all materials to be used on the project to the Contracting Officer or his representative. (Reference 4.A.14) Safety data Sheets.)
8) Provide competed certificates or Memorandum for Record for AT Level 1 training, IWATCH training, and Level 1 OPSEC training. (Reference 4.A 20) Antiterrorism/OPSEC.)
9) Provide a Safety & Occupational Health Program and Site/Project Specific Safety Plan to Contracting Officer or his representative. (Reference 4.A.22) Safety & Occupational Health Program and Site/Project Specific Safety Plan.)
10) Provide required Warranties (Reference 4.B. Warranty of Construction).
11) Provide Timeline Gantt Chart Schedule indicating initial Phasing Plan and Project
Schedule (Reference 4.C. Phasing & 4.J. Project Schedule)
12) Provide As-Built Drawings. (Reference 4.K. As-Built Drawings).
13) Provide welding certifications for hot work permits, if applicable. (Reference
4.A.24) Fire & Emergency Services Hot Work Permit Notifications & Procedures.)
4. SPECIAL REQUIREMENTS:
A. Special environmental, safety, and security requirements:
1) The following publications, regulations, and guidelines shall be adhered to:
a) 29 CFR Parts 1910.1025 and 1926.62; OSHA General Industry &
Construction Standards.
b) 40 CFR Parts 260 and 261; Hazardous Waste Management & Identification and Listing of Hazardous Waste.
c) AR 200-1 Environmental Protection and Enhancement.
d) RRAD-R 200-20 Environmental Stewardship and Services
e) RRAD-R 385-1 Red River Army Depot Safety and Occupational Health
Program.
2) Recycled Content. All deliverables shall be printed double sided on paper that contains post-consumer fiber (recycled content). New cement and concrete must contain recycled material pursuant to FAR 52.223-4.
3) Compliance with License and Certification Requirements. The Contractor shall obtain all licenses and certifications required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract.
4) Environmental Inspections and Reporting. The Contractor shall notify the COR of the arrival on site of any environmental regulator of enforcement agent and/or correspondence from the same. The Contractor shall cooperate with any environmental inspections/investigations. Such an inspection will not, however, stop nor disrupt ongoing contract activities. The Contractor shall immediately report any nonconformance or noncompliance to the COR.
5) National Environmental Policy Act (NEPA) Documents. Upon receipt of task order, the Contractor shall obtain from the COR a copy of AMC’s NEPA Policy and 32 CFR 651, which addresses actions to be taken by the Contractor.
6) Environmental Protection Plan. At a minimum, the plan shall address:
SOW for PR 012-26 Page 16 of 23
a) The identification, monitoring, and control of contract activities that can negatively impact the environment
b) The prevention of storm water pollution [utilize Storm Water Management Low Impact Design/Development (LID) where appropriate]
c) The prevention of air pollution
d) Effective protection for land resources at the work site and on the Depot
e) The prevention of spills (During construction of facility any equipment utilized by the contractor that creates a spillage of fluids, the contractor shall contact DES at 903-334-3333 to report the spill. The contractor shall clean up the material spilled and dispose of said clean up material at the Contractor’s expense.)
OSHA Spill Requirements – OSHA Act, Section 5(a)(1) OSHA regulations require employers to have spill containment provisions in areas where spills may occur, including appropriate personal protective equipment (PPE) and cleanup materials. Spill kits should contain items like absorbent materials and socks, disposal bags, and PPE such as gloves and safety glasses. The specific requirements depend on the nature of the potential spill, such as oil, or chemicals, such as fuel or antifreeze. This is enforced under the General Duty Clause (Section 5(a)(1) of the Occupational Safety and Health Act).
EPA Spill Requirements – 40 CFR, Part 112 The EPA regulates spill kits primarily through its Spill Prevention, Control, and Countermeasure (SPCC) rule, which focuses on preventing oil spills from reaching navigable waters. This rule, and related regulations, requires facilities to have secondary containment systems and accessible spill kits for quick response. A basic spill kit typically includes absorbent materials (pads, socks, booms, etc.), personal protective equipment (gloves, goggles), disposal bags, and a container for easy portability. The purpose is to contain spills and prevent them from reaching soil, groundwater, or surface water.
f) Immediate corrective action of any environmental noncompliance or nonconformance identified by the COR.
7) Environmental Compliance Designee (ECD). The Contractor shall appoint a primary and alternate ECD for the purpose of managing hazardous materials, hazardous waste, and overall environmental compliance. ECDs may perform other duties. ECDs must complete initial ECD training, comprised of 149 slides, within 15 days of task order receipt. The ECD training slides can be provided in electronic or hard copy format. The Contractor shall submit a signed memo to the COR affirming completion of ECD training.
8) Competency Training for Contractor Personnel. Contractor shall not allow personnel to perform any activities and/or tasks on RRAD without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of contract personnel training or qualification (individual name, training/qualification type, SOW for PR 012-26 Page 17 of 23 training/qualification certificate, and date of training/qualification) to perform those contract activities associated with the identified noncompliance.
9) Solid Waste. The Contractor shall remove from the installation and dispose of all solid waste generated, which…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .