Specifications.pdf

S P E C I F I C A T I O N

FOR PROJECT

MIN 08-0159 REPAIR HVAC FIRE DEPT, BLDG 896

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

JANUARY 2008

i

MIN 08-0159

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS PAGES

01005 Administrative Provisions 01005-1 thru 4 01045 Cutting and Patching 01045-1 thru 3 01300 Submittals 01300-1 thru 4

DIVISION 2 - NOT USED

DIVISIONS 3 THRU 13 - NOT USED

DIVISION 14

01430 Environmental Protection 01430-1 thru 10

DIVISION 15 - MECHANICAL

15010 General 15010-1 thru 5 15250 Thermal Insulation for Mechanical Systems 15250-1 thru 10 15800 Air Supply and Distribution System 15800-1 thru 16 15903 Controls 15903-1

DIVISION 16 - ELECTRICAL

16010 General Provisions 16010-1 thru 4 16020 Remodeling Work 16020-1, 2 16040 Identification 16040-1, 2 16110 Raceway 16110-1 thru 4 16120 Low Voltage Conductors 16120-1, 2 16130 Outlet, Pull and Junction Boxes 16130-1 thru 3 16160 Motor Starters 16160-1 thru 4 16170 Disconnects 16170-1, 2 16181 Fuses 16181-1, 2 16450 Grounding 16450-1, 2 16900 Connections to Equipment 16900-1, 2

01005-1

DIVISION l - GENERAL REQUIREMENTS

SECTION 01005

ADMINISTRATIVE PROVISIONS

1. GENERAL:

1.1 DESCRIPTION OF WORK:

1.1.1 Work of this Contract is to remove exhaust fans in Fire Dept.

Bldg. 896 and install new ERV and a complete ducted return to the existing air handler as layed out on the drawings. The new system shall also be in corporate into the existing control system and air flow balanced.

1.2 USE OF PREMISES:

1.2.1 Coordinate construction with using agencies need to minimize down time of exhaust fan and disruption of offices.

1.2.2 All reasonable quantities of water and electricity will be supplied by Air Force.

1.3 COORDINATION:

1.3.1 Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.

1.3.2 Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

1.3.3 Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practicable; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1.3.4 In finished areas (except as otherwise shown,) conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements.

01005-2

1.3.5 Execute cutting and patching to integrate elements of Work, uncover ill-timed, defective, and non-conforming work, provide openings for penetrations of existing surfaces and provide samples for testing. Seal penetrations through floors, walls, and ceilings.

1.4 CONTRACTOR'S WORK HOURS: Working hours for the Contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the Contractor desires to work during periods other than above, additional Government inspection forces may be required. The Contractor must make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of inspection at overtime rates will be charged to the Contractor. These adjustments to the Contract price may be made periodically as directed by the Contracting Officer.

1.5 FIELD ENGINEERING:

1.5.1 The Contractor shall use their own measurements to confirm that the equipment can be installed, work under manufactures recommended limitations, and can be serviced and functions as required.

1.6 REFERENCE STANDARDS:

1.6.1 For products specified by association or trade standards, comply with requirements of the standard.

1.6.2 The date of the standard is that in effect as of the

Invitation for Bid date.

1.7 SAFETY:

1.7.1 Contractor to comply with all OSHA/NEC/IBC Regulations.

1.7.2 Contractor to comply with MAFBI 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.8 WELDING:

1.8.1 When any welding, cutting, brazing or use of any open flame device is to be used, an AF Form 592 permit must be obtained from the Base Fire Department, 320 Flightline Drive, prior to beginning such work.

1.8.2 During such work, a fully charged and operable fire

extinguisher, appropriate for the task, shall be provided by the Contractor.

01005-3

1.9 HAZARDOUS WASTE: Any hazardous waste/material used or generated by the Contractor shall become the property of the Contractor. The use, generation and disposal of all hazardous waste/material will be the responsibility of the Contractor and shall be handled in accordance with all federal and state hazardous waste and toxic substances control regulations.

1.10 HAZARDOUS MATERIALS: Contractor shall submit prior to contract award Material Safety Data Sheet (MSDS’s) expected to be used during contract performance. Hazardous material shall be defined in the latest version of Federal Standard No. 313.

1.11 RECYCLING/REUSE OF EXCESS MATERIALS AND CONSTRUCTION AND DEMOLITION

(C&D) DEBRIS: The Contractor shall reuse/recycle excess materials and Construction and Demolition (C&D) debris to the maximum extent possible.

C&D debris are those excess/residue materials resulting from construction or demolition activity that would normally be discarded to a landfill.

C&D debris includes, but is no limited to soil, rock, vegetation, concrete, asphalt, and building materials such as windows, wood, metal, and roofing materials. The Contractor shall recycle C&D debris and excess materials, if determined to be economical. All C&D debris resulting from demolition shall become the property of the Contractor unless specified otherwise or as determined by the Contracting Officer.

1.11.1 Materials not to be returned to the Government and all Contractor-generated rubbish, if not recycled, shall be disposed of by the Contractor off-base at his own expense, and in compliance with applicable environmental codes and regulations of governing authorities.

1.11.2 Reporting Tonnage of C&D Debris: Contractor shall track and report each month the tonnage of C&D debris in two categories:

1.11.2.1 Tons of C&D that is or will be recycled or reused.

1.11.2.2 Tons of C&D that is disposed in a landfill.

1.11.3 The C&D recycled/disposed tonnage report shall consist of a written memo with the tonnage of each category (recycled and disposed tonnage) submitted to 5 CES/CEVP through the Contracting Officer. Submit C&D recycled and disposed tonnage report monthly until the project is completed.

1.12 AS-BUILT DRAWINGS: The Contractor shall maintain a set of red-lined full-size, as-built construction drawings marked-up to fully indicate as-built conditions. These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by Government personnel at all times. The location as dimensioned from permanent features, general description, type of material, and approximate depth below finished grade of all new and existing exterior underground utilities

01005-4 encountered shall be indicated. All variations from the contract drawings for the required coordination between trades shall be indicated. These variations shall be shown in the same general detail utilized in the initial contract drawings. As-built construction drawings shall be furnished to the Contracting Officer for use during the final inspection. The as-built drawings shall be submitted to the Contracting Officer in accordance with Section 01300: SUBMITTALS.

1.13 OUTAGES:

1.13.1 Any outages (to include gas, electricity, water, and

heating) requested by Contractor shall be submitted in writing no less than 15 calendar days prior to the proposed outage. Gas, heat or electric outages shall not be scheduled from 1 October to 1 May.

1.13.2 The Government reserves the right to reschedule the

Contractor's proposed outage if deemed necessary.

1.13.3 In the event utility outages cannot be performed on any facility due to critical operation impact, the utility outages, and any related work shall be performed on non-duty hours.

1.13.4 The Contractor shall notify the Base Fire Department prior to shutdown of emergency utilities to a facility.

2. PRODUCTS: Not Used.

3. EXECUTION: Not Used.

END OF SECTION

01045-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01045

CUTTING AND PATCHING

1.1 REQUIREMENTS INCLUDED:

1.1.1 Requirements and limitations for cutting and patching of work.

1.2 SUBMITTALS:

1.2.1 Submit written request in advance of cutting or alteration which affects:

1.2.1.1 Structural integrity of any element of project.

1.2.1.2 Integrity of weather-exposed or moisture-resistant

element.

1.2.1.3 Efficiency, maintenance, or safety of any operational element.

1.2.2 Include in request:

1.2.2.1 Identification of project.

1.2.2.2 Location and description of affected work.

1.2.2.3 Necessity for cutting or alteration.

1.2.2.4 Description of proposed work and products to be used.

1.2.2.5 Alternatives to cutting and patching.

1.2.2.6 Date and time work will be executed.

2. PRODUCTS:

2.1 MATERIALS:

2.1.1 Those required for original installation.

01045-2

3. EXECUTION:

3.1 GENERAL:

3.1.1 Execute cutting, fitting, and patching (including excavation and fill,) to complete work, and to:

3.1.1.1 Fit the several parts together, to integrate with

other work.

3.1.1.2 Uncover work to install ill-timed work.

3.1.1.3 Remove and replace defective and non-conforming work.

3.1.1.4 Provide openings in elements of work for penetrations of mechanical and electrical work.

3.2 INSPECTION:

3.2.1 Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

3.2.2 After uncovering, inspect conditions affecting performance of work.

3.2.3 Beginning of cutting or patching means acceptance of existing conditions.

3.3 PREPARATION:

3.3.1 Provide devices and methods to protect other portions of project from damage.

3.3.2 Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water.

3.4 PERFORMANCE:

3.4.1 Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing.

3.4.2 Cut rigid materials using masonry wet saw or core drill.

Pneumatic tools not allowed.

3.4.3 Restore work with new products.

01045-3

3.4.4 Fit work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

3.4.5 To retain integrity of fire resistance at penetrations of fire-rated wall, ceiling, or floor construction, completely seal voids with fire-rated material, full thickness of the construction element.

3.4.6 Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit.

01300-1

SECTION 01300

SUBMITTALS

1.1 PROCEDURES:

1.1.1 The Contractor shall be required to submit items listed in the Submittal Schedule at the end of this section.

1.1.2 Transmit each item under AF 3000, Material Approval Submittal form. Identify contract number, project number, and Contractor. Identify section and paragraph reference for each item submitted with the AF 3000.

Submit five (5) copies unless otherwise required elsewhere in the specification.

1.1.3 Unless specifically stated otherwise elsewhere in this

specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.1.4 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.1.5 The Contractor shall fill in the "Required Submission Date" on the AF Form 66s with the date he plans on submitting the submittals to the Government. A copy of the AF Form 66s with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator. Submit in accordance with Section 01300.

1.2 MANUFACTURER'S DATA AND SAMPLES: For the following types of submittals when a specific product of a specific manufacturer is identified (by catalog or product number, pattern, or style) and the Contractor does not desire to propose an alternate product as an equal, where an equal is allowed, a detailed submittal will not be required. The Contractor shall submit on an AF Form 3000 a list of submittals for which the specified products will be used. Submit in accordance with procedures identified in 1.1 above.

1.2.1 Product Data: Submit complete manufacturer's literature which describes all salient characteristics identified as requirements in the specification. Literature which is not specific to the proposed product shall be marked to indicate clearly which item is being proposed for use in this contract.

01300-2

1.2.2 Manufacturer's Certification: Submit a statement from the product manufacturer that proposed products meet the specified standards and other salient characteristics identified as requirements in the specification.

1.2.3 Installation Instructions: Submit manufacturer's printed instructions for delivery, storage, assembly, installation, start-up (if applicable) and adjustments. Information shall include temperature restrictions and any other environmental limitations as well as substrate preparation requirements if any exist.

1.2.4 Samples:

1.2.4.1 Submit full range of manufacturer's standard colors, textures and patterns for specified items for selection by the Contracting Officer.

1.2.4.2 Submit samples to illustrate performance and

functional characteristics of the product. Samples shall include integral parts, attachment devices and specified accessories. Provide full identification information on each sample.

1.3 SHOP DRAWINGS: Drawings shall illustrate how the specified materials are integrated into the work as a whole. Adjacent materials which affect the complete installation of the specified products shall be shown and identified.

Deviations from Contract drawings shall be clearly identified and reason for deviation clearly explained.

1.4 TEST DATA: Test results shall be dated and signed by the agency performing the test.

1.5 WARRANTY: Submit detailed warranty information which identifies specifically items covered as well as exclusions from the warranty and the warranty period. All copies shall be dated and signed by an authorized officer of the company. The officer's name and title shall be typed on the warranty adjacent to the signature.

1.6 OPERATION/MAINTENANCE INSTRUCTIONS: Submit manufacturer's published instructions.

1.7 MISCELLANEOUS SUBMITTALS: Submittals which are none of the above types shall meet the specific requirements identified in the referenced paragraph of the Specification Section identified in the schedule.

1.8 SUBMITTAL SCHEDULE: The following is a list of required submittals for this Contract.

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01430-1

SECTION 01430

ENVIRONMENTAL PROTECTION

1.1 The Contractor shall perform all work in such manner as to minimize the polluting of air, water, or land, and shall, within reasonable limits, control noise and the disposal of solid waste materials, as well as other pollutants. The Contractor shall be responsible for implementing the terms and requirements of NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES.

1.2 IMPLEMENTATION: Within 20 calendar days after Notice to Proceed and prior to commencement of the work at the site, the Contractor shall:

1.2.1 Detail his proposal for implementing the requirements for environmental pollution control specified herein.

1.2.2 Meeting: Meet with representatives of the Contracting Officer to review and alter his proposal as needed for compliance with the environmental pollution control program.

2. PRODUCTS: (Not Used)

3. EXECUTION:

3.1 PRECONSTRUCTION SURVEY: Prior to start of any on-site construction activities, the Contractor and the Contracting Officer shall make a joint condition survey after which the Contractor shall prepare a brief report indicating on a layout plan the condition of trees, shrubs and grassed areas immediately adjacent to the site of the work and adjacent to his assigned storage area and access route as applicable. This report will be signed by both the Contracting Officer and Contractor upon mutual agreement as to its accuracy and completeness.

3.2 PROTECTION OF LAND AREAS: Except for work areas, storage areas, or access routes specifically assigned for the use of the Contractor under this contract, the land areas outside the limits of permanent work performed under this contract shall be preserved in their present condition. The Contractor shall confine his construction activities to areas defined for work on the plans or specifically assigned for his use. Storage and related areas and access routes required temporarily by the Contractor in the performance of the work will be assigned by the Contracting Officer.

01430-2

3.3 PROTECTION OF TREES AND SHRUBS: Except for trees or shrubs marked on the plans to be removed, the Contractor shall not deface, injure or destroy trees or shrubs, nor remove or cut them without special authority. No ropes, cables, or guys shall be fastened to or attached to any existing nearby trees for anchorage.

3.3.1 Tree Protective Structures: Where, in the opinion of the Contracting Officer, trees may possibly be defaced, bruised, injured, or otherwise damaged by the Contractor's equipment or by his other operations, he may direct the Contractor to provide temporary protection of such trees by placing boards, planks, or poles around them.

3.3.2 Restoration of Damaged Trees: Any tree scarred or damaged by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. All scars made on trees not designated on the plans to be removed by construction operations shall be coated as soon as possible with an approved tree wound dressing. Trees that are to remain, either within or outside established clearing limits, that are damaged by the Contractor so as to be beyond saving in the opinion of the Contracting Officer shall be immediately removed, if so directed, and replaced with a nursery-grown tree of the same species and size.

3.4. PROTECTION OF WATER RESOURCES: The Contractor shall control the disposal of fuels, oils, bitumens, calcium chloride, acids or harmful materials, both on and off the Government premises and shall comply with applicable Federal, State, County and Municipal laws concerning pollution of rivers, streams, and wetlands while performing work under this contract.

Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters. Water used in on-site material processing, concrete curing, foundation and concrete cleanup, and other waste waters shall not be allowed to reenter a stream if an increase in the turbidity of the stream could result therefrom.

3.4.1 Disposal of Water generated during construction dewatering.

3.4.1.1 Dewatering of Groundwater: For temporary dewatering

of groundwater encountered during construction, the Contractor shall land apply all water generated at the locations indicated on drawings in accordance with Paragraph: LAND APPLICATION or surface discharge all generated water in accordance with Paragraph: SURFACE DISCHARGE.

3.4.2 Criteria For Disposal: Prior to dewatering, hydrostatic testing, disinfecting or flushing of lines, the Contractor shall submit a disposal plan detailing the method of disposal for approval. The disposal plan for Land Application shall include a sketch showing the construction site

01430-3 and the proposed location of the disposal of generated water. The disposal plan for Land Application shall also include a description of the equipment that will be used for the removal of water and a description of filtration methods to be implemented as needed. In addition, the date the discharge will begin, then of duration of discharge, and the rate of discharge shall be provided. If the method of disposal is Surface Discharge requiring a state issued permit, the documentation required for the application and issued permit will suffice as the disposal plan. For Sanitary Sewer discharge the disposal plan shall include the rate and location of discharge into the sewer.

3.4.2.1 Land Application: Land Application shall follow

State requirements, however no permit will be necessary. "Land application" implies that the Contractor shall discharge water at a rate that allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, defined drainage areas, or discharge into the "waters of the State" shall occur. The Contractor shall contact the State of North Dakota, Division of Water Quality, Water Quality and Permit Program to discuss the water quality parameters for chemical contaminants (such as chlorine), oil, grease and total suspended solids and shall ensure that all water intended for land application will meet the State requirements.

3.4.2.2 Surface Discharge: Surface discharge shall be in

accordance with North Dakota's National Pollutant Discharge Elimination System (NPDES) General Permit for Construction Dewatering and/or Hydrostatic Testing #NDG-070000. "Surface discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, creeks, or "waters of the State" and require a discharge permit. The State of North Dakota requires a minimum of 30 days to process the permit application. Prior to dewatering, the Contractor shall submit a copy of the completed application form, a copy of the North Dakota NPDES General Permit for Construction Dewatering and /or Hydrostatic Testing #NDG-070000 issued by the State of North Dakota for this contract any subsequent reports and/or information required by the permit or State.

3.5 WASTE DISPOSAL: As part of his proposed implementation under paragraph 1.2, and prior to on-site construction, the Contractor shall submit a description of his scheme for handling and disposing of all waste resulting from the work under this contract. If any waste is dumped in unauthorized areas, the Contractor shall remove the waste and restore the area to the condition of the adjacent undisturbed areas. Where directed, soil which is contaminated by the Contractor shall be excavated, disposed of as approved by the Contracting Officer, and replaced with suitable fill material, all at the expense of the Contractor.

3.6 BURNING: Burning shall be prohibited on the Government premises.

01430-4

3.7 DUST CONTROL: The Contractor shall maintain all excavations, embankments, stockpiles, access roads, plant sites, waste areas, borrow areas, and all other work areas free from excess dust to such reasonable degree as to avoid causing a hazard or nuisance. Temporary methods consisting of sprinkling, chemical treatment, light bituminous treatment or similar methods will be permitted to control dust. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs.

3.8 EROSION AND SEDIMENT CONTROL: The Contractor shall be responsible for providing erosion and sediment control measures in accordance with local, state, and federal regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that local, state, and federal water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be held to a minimum. For areas subject to erosion including, but not limited to, steep slopes, soils spreading areas, and stockpile areas, the Contractor shall disturb as little vegetation as possible, minimize the period of time that the soil is exposed, prevent surface water runoff from flowing across disturbed areas, stabilize disturbed soils as soon as possible, and provide adequate drainage for the increased runoff. Sedimentation/erosion control features may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. Runoff management practices should be employed in areas where the potential for storm water contamination exists that can not be addressed by a prevention or source reduction measure. Runoff management procedures may include vegetative swales, reuse of collected storm water, infiltration devices, and detention/sedimentation basins. Any erosion and sediment control measures which are damaged or found to be ineffective shall be remedied by the Contractor at no additional cost to the Government. Any areas damaged by erosion shall be repaired by the Contractor at no additional cost to the Government.

3.9 CORRECTIVE ACTION: The Contractor shall, upon receipt of a notice in writing of any noncompliance with the foregoing provisions, take immediate corrective action. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs of damages by the Contractor unless it was latter determined that the Contractor was in compliance.

3.10 POST-CONSTRUCTION CLEANUP OR OBLITERATION: The Contractor shall, unless otherwise instructed in writing by the Contracting Officer, obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste

01430-5 materials, and other vestiges of construction prior to final acceptance of the work. The disturbed areas shall be graded and filled and the entire area seeded.

3.11 SPILL PREVENTION AND RESPONSE PLAN: The Contractor shall include a Spill Prevention and Response Plan in the Implementation Proposal. The plan shall describe the Contractor's procedures for preventing and responding to spills of hazardous materials.

3.12 ARCHEOLOGICAL PRESERVATION: Should the Contractor uncover any skeletons, artifacts or other archeological remains during the course of excavation, the work shall be stopped and the Contracting Officer notified immediately.

3.13 NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES:

3.13.1 Notice of Intent: The Contractor shall complete and submit a Notice of Intent (NOI) in accordance with the NDPDES general permit. A copy of the submitted Notice of Intent and Notice of Acceptance (NOA) shall be furnished to the Contracting Officer at least 2 days prior to the commencement of construction activities.

3.13.2 Storm Water Pollution Prevention Plan: The Contractor shall prepare, submit and implement a Storm Water Pollution Prevention Plan in accordance with the NDPDES general permit. Any temporary or permanent erosion and sedimentation control measures shown on the drawings shall be incorporated into the Contractor's Storm Water Pollution Prevention Plan. A copy of the Storm Water Pollution Prevention Plan shall be submitted to the Contracting Officer at least 2 days prior to the commencement of construction activities.

3.13.3 Inspections and Reporting: The Contractor shall be

responsible for all inspections and reporting required under the NDPDES general permit. Copies of each Inspection Report Form shall be furnished to the Contracting Officer.

3.13.4 Retention of Records: The Contractor shall retain copies of the storm water pollution prevention plan and all reports in accordance with the NDPDES general permit.

3.13.5 Notice of Termination: The Contractor shall complete and submit a Notice of Termination (NOT) in accordance with the NDPDES general permit. A copy of the submitted Notice of Termination shall be furnished to the Contracting Officer.

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3.13.6 Renotification: If the current NDPDES general permit

expires prior to completion of construction, the Contractor shall request to retain coverage under a renewal of the permit in writing to the State at least 15 days prior to the expiration date of the permit. Upon request by the State, a new NOI shall be submitted. The Contractor shall provide certification to the State that the SWPP plan is accurate. The certification shall be submitted within 90 days after the coverage under the permit begins.

A copy of all submissions to the State shall be furnished to the Contracting Officer.

3.14 ENVIRONMENTAL REQUIREMENTS FOR HAZARDOUS MATERIAL AND HAZARDOUS

WASTE: This section specifies requirements/procedures for hazardous material authorization/use, hazardous waste management, spill procedures, and reporting.

3.14 1 Hazardous Materials (HM): This contract may require the Contractor to procure and use hazardous materials. HM is products and chemicals that pose a risk to human health and the environment. HM may be flammable, combustible, toxic or corrosive. HM will be tracked from the time it is brought on base until it has been dispositioned into one of four possible conditions: completely consumed, turned in to a recycler, removed from the base for reuse, or turned in as hazardous waste. Strict adherence to Government regulations concerning the use of HM must be observed. Additional USAF requirements exist for the procurement, storage, usage, and disposal of HM. The Contractor is expected to be familiar with and comply with applicable regulations. The following sections outline USAF requirements for procurement, usage, storage, and disposal, but are not complete with respect to Contractor obligations for worker safety. These environmental requirements are not intended to describe all OSHA requirements.

3.14.1.1 Selection of Materials: Environmentally friendly

materials are preferred when possible. Environmentally friendly chemicals do not contain metals such as lead, chromium, cadmium, barium, arsenic, mercury, selenium, or silver. Environmentally friendly chemicals do not contain flammable solvents such as Methyl Ethyl Ketone, Acetone, Xylene, or Toluene.

Chemicals that contain metals or flammable solvents will generate hazardous waste (HW) when the HM is no longer usable. Brushes, rollers, and other painting applicators that come in contact with hazardous characteristic material will also become hazardous waste when no longer usable. Mineral spirit, turpene, and oil based paints are acceptable; however, the resulting thinners/solvents might be flammable and may result in HW. Therefore, these must be handled and disposed as HW in accordance with federal regulations. In most cases, non-flammable or water-based products are non-hazardous and are the preferred type of product. When selecting a product for a given

01430-7 application, consider performance as a major factor when making a selection, but strike a balance between environmental impact and performance of the product. Environmentally friendly material should not result in poor deliverables.

3.14.1.2 Hazardous Material (HM) Authorization: The

Contractor is required to have and maintain Material Safety Data Sheets (MSDS) on all HM. The Contractor will provide the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE with a copy of the MSDS, an estimate on the quantity of the HM expected to be used during the projected work/service, and anticipated storage location for each HM intended for use before it is brought on base. Civil Engineering Environmental (5 CES/CEV), Wing Safety, and Bio- Environmental Engineering will review the MSDS to authorize the use of that chemical at Minot Air Force Base (MAFB). Materials inconsistent with the philosophy described above will be rejected. The MSDS will be kept in a book and placed on file at HAZMART. It is the Contractor's responsibility to forward any MSDS changes (new version or formula) to the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE so that the copy on file at HAZMART remains current.

3.14.1.3 Hazardous Material Storage: The contract will not

allow any HM storage on Government property.

3.14.1.4 Hazardous Material Usage and Inventory: The

Contractor will track HM usage and inventory amounts. The Contractor will report this information to the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE at a minimum of quarterly. The report will consist of material name (or MSDS book cross-reference), unit of issue (e.g., 16-oz can, 55-gal drum, 50-lb bag), and number of units used in that month. (See attachment at the end of this section.) Reports must be submitted to the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE within 5 days after the end of each period. Reports are reviewed by 5 CES/CEV and maintained at HAZMART.

3.14.1.5 Excess or Unused Hazardous Materials: Any unused

or excess HM that is brought on base by the Contractor will remain the property of the Contractor. The Contractor will remove all excess materials from the work area when the work is complete. The excess/unused HM is a material and is not considered a hazardous waste. Examples of this would be a sealant that has remaining material in the cartridge or paint that remains in the can. The Contractor can reuse this HM at a future project. Should these materials expire at a later date after the work is complete, it will be the responsibility of the Contractor to properly dispose of the expired HM as Hazardous Waste. The Contractor will not dispose of or flush any HM or HW down sinks, toilets, or drains.

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3.14.1.6 Government Provided Hazardous Material: Any

excess or unused HM provided by the Government shall remain the property of the Government unless some other agreement was made between the Government and the Contractor. Excess Government provided materials must be turned in to the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE or at a designated location (i.e., DRMO).

3.14.2 Hazardous Waste (HW): Hazardous waste is waste that has the characteristic of ignitability, corrosivity, reactivity, and/or toxicity as defined in 40 CFR 261. Consult 40 CFR 261 for complete descriptions of HW.

The Contractor must be knowledgeable of the processes and materials that will generate/create HW. The following list is not a complete list, but provides a brief description of material with common hazardous characteristics that may result in the generation of HW. A renovation project that requires the removal of lead based painted wood trim would be a toxic HW. Combustible or flammable liquid such as waste paint, spent thinner, and spent solvent is ignitable HW. Unusable/spent corrosive liquid such as hydrochloric acid, sodium hydroxide, or battery acid is HW. Unusable/spent chemicals that contain lead, chromium, mercury, arsenic, cadmium, benzene, or methyl ethyl ketone are toxic HW. Brushes, cups, and rollers that come in contact with the above may be HW and must be collected/turned in for proper disposal. In all instances where a hazardous material used in a work process on MAFB generates a HW, disposal of the HW is the responsibility of the contractor.

3.14.2.1 Hazardous Waste Disposal: All HW will be turned

in to the designated waste storage facility (HAZMART) on the day that the waste is generated/created. The Contractor will place all HW in an appropriate container, label the container with its name and the words "HAZARDOUS WASTE", and coordinate turn-in of the waste to HAZMART. It is the Contractor's responsibility to transport the waste to HAZMART. No storage of HW by the Contractor is allowed on MAFB. The Contractor will not dispose of or flush any hazardous waste down sinks, toilets, or drains. Any waste generated off base that is the result of a project for the USAF will be considered Contractor Generated HW and the Contractor must properly dispose of that waste as described below. The USAF will ensure proper disposal of HW generated by the Contractor on MAFB.

3.14.2.2 Contractor Generated Hazardous Waste. Any waste

generated off base that is the result of a USAF project is considered contractor generated HW. The Contractor must dispose of HW only to a permitted hazardous waste hauler/disposal facility. Hazardous Waste disposal guidance is available from the North Dakota State Department of Health at http://www.health.state.nd.us/ndhd/environ/wm/pubs.htm. The North Dakota State Department of Health can provide a list of waste disposal Contractors and haulers.

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3.14.2.3 Non-Hazardous Wastes: Non-hazardous wastes do not

exhibit the characteristics of HW. Examples are materials with flash point above140 degrees F such as latex paint, water-based sealants, and petroleum-based products. These items are excluded from HW regulations, but still must meet certain conditions before being discarded. No liquids are allowed in the dumpsters. Any products that have free liquids must be solidified prior to disposal. Empty cans with no free liquid (does not drip when turned upside down) may be disposed in the dumpster. Proper disposal of non-hazardous waste is the responsibility of the Contractor. Disposal shall conform to all local, state, USAF, and federal guidelines and regulations. The Contractor shall dispose of all trash, debris, refuse, and garbage daily. Contact the CONTRACTING OFFICER OR HIS AUTHORIZED REPRESENTATIVE with any questions on proper disposal of non-hazardous waste.

3.14.2.4 Empty Containers: Empty containers are normally

exempt from HW regulations. Any HM container not meeting the definition of empty (as defined below) is managed as material. Remove HM that is no longer needed from the base for reuse. HM that is no longer usable due to shelf life or condition is considered Contractor generated HW as described in section

3.14.2.2 above. A HM container is considered empty if all material has been removed that can be removed using the practices commonly employed to remove materials from that type of container (pouring, pumping, aspirating). No more than an inch or 3 percent of the original volume, whichever is less, may remain in the bottom of the container. Removal to this standard is not sufficient to qualify as empty if additional removal is possible. For example, a drum that has been hand-pumped must also have the residual poured out by inverting the drum, if possible. A gas cylinder or aerosol can is considered empty when the pressure in the cylinder/container approaches atmospheric and no free liquid is felt when the item is shaken. Empties can be discarded into the trash.

3.14.2.5 Waste Minimization: The Contractor will endeavor

to minimize waste by utilizing appropriate work practices. Mix or pour only the amount of material needed for the task. Select products that do not generate HW (latex instead of enamel paint). Ensure cans/cartridges are properly closed to avoid drying of paints/sealants. Clean equipment with rags first, using solvent sparingly and only when needed to get the item clean.

Use launderable rags whenever possible (laundered rags are not a waste). The goal is to minimize these materials, reduce toxicity, and minimize waste generation.

3.14.3 Other Regulated Waste: There are other regulated waste items that require special handling. This includes Asbestos-Containing Material (ACM) and Polychlorinated Biphenyl (PCB) light ballasts.

01430-10

3.14.4 Environmental Spills: Upon occurrence of any spill that could enter the storm sewer system or could cause any harmful environmental effects, the Contractor or his authorized representative shall immediately call 911 (Base Fire Department) and report the incident. The type of material and quantity spilled shall also be reported to the Environmental Flight (5 CES/CEV) at 723-4847. The Contractor shall be liable for the cleanup cost of any spill, which occurs through Contractor negligence. If the spill can be cleaned up without outside help, the material spilled and the amount spilled shall still be reported to 5 CES/CEV at 723-4847.

13.15 LEAD BASED PAINT:

3.15.1 Employee Awareness. The Contractor will make all workers aware of the LBP dangers inherent in the operations under this contract. The Contractor shall ensure workers are trained in LBP awareness as outlined in the Occupational Safety and Health Administration (OSHA) standards 29 CFR §1910.1001, General Industry, 29 CFR §1910.1025 General Industry Lead Standard, and 29 CFR §1926.58, Construction Industry.

3.15.2 LBP Waste Disposal. Environmental regulations, as

promulgated by the Resource and Recovery Act (RCRA), currently require the characterization of lead containing wastes to determine proper disposal criteria. Removed paint and used abrasive shall be tested in accordance with 40 CFR Part 261 for hazardous waste. Disposal of removed paint chips and associated waste shall be completed in accordance with Federal, State, Air Force and local requirements. The Contractor has the responsibility to ensure that all lead-based paint (LBP) wastes are disposed of properly. The Contractor shall properly dispose of all waste generated during the course of the project. The Contractor shall submit to the government copies of the waste analysis results, waste profiles, waste manifests and certificates of disposal. Quality Assurance / Quality Control (QA/QC) shall be performed throughout this process.

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DIVISION 15 - MECHANICAL

SECTION 15010

GENERAL

1. SCOPE: The work under this Section of the specifications applies to, and forms a part of, the succeeding sections in Division 15, Mechanical. This section and each of the sections, to which it applies, are subject to the requirements of Division 1, General Requirements, of these specifications.

2. ELECTRICAL WORK: Motors, manual or automatic motor control equipment, and protective or signal devices required for the operation specified herein shall be provided under Division 15. Any wiring required for the operation specified in Division 15 shall be provided and installed under Division 16.

3. DRAWINGS: Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. The Contractor shall carefully investigate the structural and finish conditions affecting all his work and shall arrange such work accordingly, furnishing required fittings, traps, valves, and accessories to meet such conditions.

4. CUTTING AND REPAIRING: The work shall be carefully laid out in advance, and unnecessary cutting of construction shall be avoided. Damage to buildings, piping, wiring, or equipment as a result of cutting for installation shall be repaired by mechanics skilled in the trade involved.

5. VERIFICATION OF DIMENSIONS: The Contractor shall coordinate and properly relate his work to the building structure and to the work of all trades. The Contractor shall visit the premises and thoroughly familiarize himself with all details of the work and working conditions to verify all dimensions in the field and to advise the Contracting Officer of any discrepancy before performing any work. Materials, fixtures and equipment shall fit into the space allotted without interference to building features or other equipment and with adequate and acceptable clearances allowed for entry, servicing and maintenance.

6. WORKMANSHIP: Materials and equipment shall be installed to conform to the contract documents and the manufacturer's recommendations. The installation shall be accomplished by workmen skilled in the type of work required under this section of the specifications.

15010-2

7. NAMEPLATES: Major items of equipment shall have a standard nameplate securely affixed in a conspicuous place showing model number, serial number and the manufacturer's name and address. Such other information as the manufacturer may consider necessary to complete identification shall be shown on the nameplates.

8. PAINTING: All painting required for pipes, hangers and equipment is to be included in Section 09900, Painting.

9. CAPACITIES: Capacities of all equipment and material shall not be less than those indicated.

10. COORDINATION: The contract drawings indicate the extent and general location and arrangement of equipment, pipe, and duct. The Contractor shall study building plans and details so that all Mechanical Systems equipment, duct, pipe, valves, accessories or other equipment or materials will be properly located to avoid interference with electrical and structural features. When any conflict occurs within any or between any mechanical system, and structural or electrical systems, thereby necessitating departures from the contract drawings, the Contractor shall offset duct, pipe, or equipment to avoid such a conflict at the direction of the Contracting Officer or Technical Representative. Details of Deviations shall be submitted as required by the paragraph RECORD DRAWINGS in this Section.

11. CONFORMANCE WITH AGENCY REQUIREMENTS: Where materials or equipment are specified to conform to requirements of the Underwriters' Laboratories, Inc., Air-Conditioning and Refrigeration Institute or the American Society of Heating, Refrigerating and Air-Conditioning Engineers, the Contractor shall submit proof of such conformance. The label or listing of the specified agency will be acceptable evidence. In lieu of the label or listing, the Contractor may submit a written certificate from any approved, nationally recognized testing organization adequately equipped and competent to perform such services stating that the items have been tested and that the units conform to the requirements, including methods of testing, of the specified agency. Where equipment is specified to conform to requirements of ASME Boiler and Pressure Vessel Code, the design, fabrication, and installation shall conform to the code in every respect. Installation of the system shall conform to the requirements of NFPA Std. No. 90A and IAW the 2000 edition of the Uniform Plumbing Code in conjunction with the latest State of North Dakota Rules and Regulations of the State Plumbing Board Governing the Installation of Plumbing and the State Plumbing Law, and the National Plumbing Code.

12. EQUIPMENT GUARDS: Belts, pulleys, chains, gears, couplings, projecting setscrews, keys, and other rotating parts so located that any person may come in close proximity thereto shall be enclosed or guarded. High-temperature

15010-3 equipment and piping so located as to endanger personnel or create a fire hazard shall be guarded or covered with insulation of type specified for service.

13. DELIVERY AND STORAGE: All materials and equipment placed in storage shall be stored with protection from weather, humidity, and temperature variations, dirt and dust, or other contaminants. Contractor shall ensure that sufficient lead-time is given to prevent late delivery of equipment and materials and installation delay problems.

14. SUBMITTALS:

14.1 PRODUCT DATA AND SHOP DRAWINGS: Product data, catalog cuts, and shop drawings shall be provided for items indicated and in accordance with the requirements indicated in Section 01300 of these specifications and as described in the succeeding sections of Division 15.

14.2 BOUND OPERATING AND MAINTENANCE INSTRUCTION MANUALS: Three complete sets of bound instructions containing the manufacturer's operating and maintenance instructions for each piece of equipment shall be submitted to the Contracting Officer. Each set shall be permanently bound and shall have a hard cover. The following identification shall be inscribed on the covers:

"OPERATING AND MAINTENANCE INSTRUCTION," and the name and location of the facility. The name and phone number of the Contractor, the names and phone numbers of each mechanical subcontractor, and the contract number shall be listed on a flysheet inside.