Attachment_2_Specifications.pdf

Repair Water/Sewer Valves GHLN146025

Submittal Procedures

Title:

Repair Water/Sewer Valves MMIII MAF’s A01-O01

Project #: GHLN 14-6025

Prepared By

90th Civil Engineering Squadron

Missile Engineering Flight

FE Warren Air Force Base

Brad Kroetch

Project Manager Date: 30 November 2016

ATTACHMENT 2 - TECHNICAL SPECIFICATIONS

SOLICITATION NUMBER FA4613-17-R-0006

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General Requirements

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 57 19.05 32 ENVIONMENTAL PROTECTION

TECHNICAL PROVISIONS

WELDING

PLUMBING AND PIPING

ATTACHMENTS

Attachment 1 - Bid Schedule

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SYNOPSIS

Contractor shall be responsible for furnishing all parts, materials, equipment, labor and transportation necessary to replace water emergency shut off valve

(ESOV), sewer vent ESOV and associated components at MMIII Missile Alert Facilities

(MAF) A01-O01 under the control of F. E. Warren Air Force Base, Wyoming. The round trip miles from base to each site are listed below.

SITE COUNTY STATE DISTANCE

(MILES)

A-01 Laramie WY 63

B-01 Banner NE 58

C-01 Banner NE 90

D-01 Kimball NE 70

E-01 Kimball NE 52

F-01 Kimball NE 84

G-01 Cheyenne NE 97

H-01 Cheyenne NE 123

I-01 Cheyenne NE 114

J-01 Logan CO 117

K-01 Kimball NE 80

L-01 Weld CO 86

M-01 Logan CO 122

N-01 Weld CO 94

O-01 Weld CO 66

This project consists of replacing ESOV 102, valve actuator, air pressure regulator, solenoid valves, compressed air plumbing and associated equipment.

Remove ESOV 103 and associated equipment. Modify sewer vent and install air admittance valve. The performance period for this project is 365 days.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work to be performed includes but is not limited to the following items:

a. Replace ESOV 102 with stainless steel Flowserve Series 44 ball valve, Part

Number 1 4466 BTBW8 with 600 lb. stainless steel socket weld flanges.

b. Replace ESOV 102 valve actuator with Flowserve Series 39, Model 2039 actuator.

c. Replace water lines connecting ESV 102 and shock attenuator SA1 and hose H3 from shock attenuator to capsule. Water lines and fittings shall be schedule 80, type 316, stainless steel. Hose shall be 1” annular corrugated metal hose constructed of 316L stainless steel with 304 stainless steel braid reinforcement

(Hosemaster Masterflex AF5550 or equivalent). Hose shall have an 80 psig working pressure or higher and be tested to 600 psig.

d. Remove sewer vent ESOV 103 and cap line. Remove vent hose. Replace sewer vent line with 1-1/2” schedule 80 galvanized steel pipe. Install air admittance valve in vent line as specified in project drawings.

e. Replace pneumatic solenoid valve for ESOV 102 and ESOV 104 with Automatic

Valve model number P0603GAWR-AA. Remove pneumatic solenoid valve for ESOV 103 and associated air lines.

f. Replace air pressure regulating valve PCV110 with Scott, Model Q1-202D-590 air pressure regulator. Install additional pressure gauges (one for bottle pressure and one for regulated pressure) to provide visibility through inspection hole in LCC floor.

g. Remove and replace air bottle. (Removed bottle will be returned to the government and the government will provide a replacement bottle.)

h. Replace pneumatic lines from LCC air cylinder to the air pressure regulator, solenoid valves and actuators for ESOV 102 and 104. Hose shall be ¼” PTFE with

304 stainless steel wire braid reinforcement and stainless steel fittings.

Install Pneumadyne air manifold, part number M30-250-3. The air hose shall have a 100 psi working pressure or higher. Hose shall be secured with cushion clamps spaced no greater than 24” apart.

i. Extend the existing fold down platform on the right side of the LCC wall 10” to improve access to ESOV 102 as shown of project drawings. Replace support chain to accommodate larger platform.

All pipe welding shall be completed off site to the maximum extent possible.

Temporary water must be supplied to the capsule when work prevents water from being supplied for more than four (4) hours. The water supply connection will be in the tunnel junction.

1.2.2 General Requirements

The following are general requirements for this contract:

a. Accomplish all work in accordance with the Contract Specifications and

Drawings, design drawings and written recommendations, and all applicable building codes, standards and practices in the industry.

b. On a daily basis or more often as necessary, clean all work areas of debris as well as Contractor tools, equipment, and materials. This includes the exterior/interior of adjacent buildings and parking lot/access road.

c. The Contractor is responsible for verification of all quantities, dimensions, and site conditions.

d. Any change in conditions or modifications with this project must be presented to the Contracting Officers Representative (COR) prior to any change. After the change is agreed on, a FIELD CHANGE REPORT will be completed by the COR and processed through the Contracting Office. The FIELD CHANGE REPORT will reflect whether the change or modification will be a no cost Mod or a cost

Mod. The FIELD CHANGE REPORT will also have all agreeing parties' signatures.

e. Prior to starting any work, all items listed on the attached Submittal

Register (see section 01 33 00) shall be submitted on individual AF Form

3000. This includes Material Safety Data Sheets (MSDS) for all materials used on the project.

f. The Contractor will keep a copy of the most current Statement of Work and

Drawings on jobsite.

g. Working hours will be between the hours of 7:30 a.m. (start processing on site) and 4:00 p.m. (terminated work off site) excluding Saturdays, Sundays, and Federal Holidays. An Air Force Inspector/Escort will be provided during these work hours.

1.3 OCCUPANCY OF PREMISES / ACCESS

Buildings will be occupied during performance of work under this Contract. Before work is started, the Contractor shall arrange with the COR a sequence of procedures, means of access, space for storage of materials and equipment, and use of parking and driveway areas.

1.3.1 Security Requirements

1.3.1.1Entry Authorization List (EAL)

Access to the Missile Alert Facilities (MAFs) is controlled by the U.S. Air

Force. All contracted personnel entering the sites shall be on an Entry

Authorization List (EAL) created by the Government. Contractor shall provide complete written, valid, and legible data that shall include legible photocopies or scanned electronic documents to be used to produce the initial EAL prior to their initial commencement of work at the site for this project. Twenty (20) working days are required to process, initially issue, add to, correct, and renew

EALs. Any delays caused by submission of incorrect, outdated, and invalid information will be at no cost to the Government. Missile Engineering shall provide to the Contracting Officer and the Contractor the expiration date for each EAL, when the date is made effective. Contractor submitted data shall include the following for each employee (to include prime, subcontractor and delivery/testing services employees):

a. Project GHLN number, contract number, name of project, and Contracting

Officer.

b. Employers name and address (city and state).

c. One form of ID as follows:

1) Legible photocopy or electronically scanned Valid Driver's license, State photo ID card, or official state/federal photo ID card with the individual's name. (Any form of ID presented shall comply with “REAL ID

Act”.)

2) Able to produce, for verification, the exact form of ID given for the

EAL process.

d. Identification cards that expire during the construction period must be updated and photocopies or scanned copies must be sent to the Contracting

Officer or his/her authorized representative 20 days prior to expiration or the person shall be dropped from the EAL. The Contractor is responsible for maintaining an accurate valid list.

e. All of the following for each vehicle: make, model, year, color, license plate number and state.

1.3.1.2 Site Entry

In order to gain entry onto the project facility, the Contractor personnel must be:

a. Listed on an effective EAL.

b. Identified by escort personnel.

c. Able to produce, for verification, the exact form of ID given for the EAL process.

d. Submit to physical and electronic search of person and materials.

e. Physically escorted on-site by an authorized escort official and remain under escort full time while on site.

f. Upon arrival, the escort will identify all Contractor personnel and check identifications. Processing onto and off the sites may require approximately thirty (30) minutes each and shall not be considered delay time.

1.3.1.3 Vehicle Identification

a. Company Identification (logo) must be clearly, legibly, and identifiable at a minimum of 30-foot distance and displayed on each side of all vehicles and equipment brought onto or operated on site. Vehicles and equipment without such identification may be denied access to the site.

b. The access road leading from the main road adjacent to the site is under military control. The area off to the sides of the access road is either private property, federal, state, or county property. Parking vehicles on the access road is prohibited unless permission has been obtained from the government. Vehicles may be parked in the Air Force access area but any such parked vehicles must be clear of the boundary fence by a minimum of twenty-five feet (25') and a minimum of fifty feet (50') from the centerline of the access road. Permission to use additional offsite parking and storage areas must be obtained in writing from the landowner and a copy must be submitted to the Contracting Officer prior to the

Notice to Proceed (NTP) for Site Work.

c. Authorized Contractor vehicles and equipment will be placed so as not to interfere with gates, emergency escape routes, antennas, any above ground structures, or the helicopter pad.

1.3.2 Access to facility

If existing access to the site is to be temporarily blocked, temporary access shall be properly provided by the Contractor. The Contractor shall notify the COR twenty-one (21) calendar days prior to any interruption of access to the sites.

Date, site(s) affected, length of time, and alternate entry method for Site

Interruption Plan shall be submitted in writing for approval in accordance with

Section 01 33 00.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements" the contractor shall:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the COR. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 WARRANTY

Thirty (30) days prior to final acceptance of each task order, obtain and submit written warranties for all equipment, products, goods and services supplied under this contract. Furnish with each warranty the name, address, and telephone number of the guarantor's representative, who will honor the guarantee during the written guarantee period and will provide the service prescribed by the terms of the guarantee. The equipment installed under this contract shall be guaranteed against defective materials, installation and workmanship for a period of not less than 12 months from the date of acceptance, either for the beneficial use or final acceptance, whichever is the earliest, but not before the system has passed all specified tests and been deemed acceptable for operation.

1.6 CONSTRUCTION SCHEDULE

Contractor shall submit Construction Schedule (AF Form 3064) to Missile

Engineering within 15 days after award of the Contract. The COR shall schedule the work at each of the sites. Wing operational requirements, both real world and exercise take precedence over the scheduling of this work. The Contractor shall not be allowed to perform work at more than one site at a time. Progress Reports

(AF Form 3065) shall be submitted periodically as required.

1.7 AS-BUILT DRAWINGS

Contractor shall submit post-construction (redlined), As-built Drawings to

Missile Engineering 30 days prior to project close out. As-built Drawings shall be submitted for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. As-built Drawings indicating inappropriate or unacceptable work may be subject to action by Missile Engineering.

As-built Drawings shall be submitted to the Contracting Officer (CO) in hardcopy and digital format for verification of completed work and final project closeout.

As-built Drawings shall be drafted or redlined full-size drawings prepared by the

Contractor utilizing Auto CAD, Autodesk Design Review or similar electronic drafting software. When electronic drafting software is not available or feasible, the Contractor shall hand prepare quality redline drawings and electronic scans.

1.8 SAFETY

The Contractor will comply with the most recent Occupational Safety and Health

Administration (OSHA) regulations and Air Force Occupational Safety and Health

(AFOSH) directives, AFOSH 127-66 and 161-1. OSHA Subpart 1926 and 1910 will be enforced.

The Contractor shall submit, within ten (10) working days prior to commencement of work, to the Contracting Officer, in writing, the name of the designated on-site person responsible for ensuring that all safety and accident prevention provisions of this specification, including Attachment 1, are implemented and enforced. The Contractor shall ensure that all Contractor personnel receive safety training and briefings and that all safety inspections, practices, and procedures are complied with.

The Contractor shall instruct each employee to ensure clear understanding of the following subject areas including, but not limited to:

a. The purpose of the accident prevention program (i.e., to minimize hazards and prevent injuries).

b. A review of the hazards inherent in the work environment and the precautions to be taken.

c. Location of first aid and other emergency facilities. (The Contractor shall maintain a complete first aid kit on site at all times).

d. A detailed description of what to do in case of injury, fire, or identification of a safety hazard.

e. Required safety equipment and its location on site. Safety equipment includes but is not limited to ear plugs, goggles, face shields, safety harness/lanyards, protective clothing, and hard-hats. All personnel will wear safety equipment when required by the Contractor, Contracting Officer, or Government inspector/escort.

f. Review of daily cleanup procedures.

g. Location of company safety rules (posted or handout).

h. Identification of the Contractor employees responsible for safety/accident prevention.

In addition to normal safety practices, the Contractor will comply with the following requirements:

a. The safety of Contractor personnel on site is the responsibility of the

Contractor.

b. The Contractor and on-site superintendent shall attend an Air Force safety briefing conducted by base personnel at the pre-construction meeting and comply with all safety procedures.

c. All personnel shall comply with Air Force on-site safety procedures and additional procedures as directed by the COR when the Contractor's safety person is not immediately available.

d. Equipment shall be placed so as not to impede normal traffic in and out of the work area, or to interfere with emergency exit from work area and off-site.

e. Emergency flashlights shall be provided by the Contractor and shall be available in the crew's work area at all times.

f. Elevator load limit. The elevator load limits are posted. DO NOT exceed the maximum posted limit. Close elevator doors when elevator is not in use.

g. All vehicles shall be in safe operating condition. Vehicles and equipment not complying shall not be allowed on site.

A number of hazards inherent to the work environment must be recognized, including:

a. Electrical circuits and devices pose serious and generally continuing hazards. The Contractor shall take every precaution to prevent personnel injury.

b. Mechanical devices (i.e., fans) can pose serious hazards when operated.

Appropriate precautions shall be taken.

First Aid and Medical Requirements:

a. The Contractor shall comply with Air Force accident response requirements.

These requirements are provided in a safety briefing by base personnel at the pre-construction conference. The Contractor shall keep these requirements on file at the working site for inspection by Air Force personnel.

b. The COR shall coordinate emergency medical, ambulance, or airlift requirements.

c. All accidents (employee injuries and vehicle, building, equipment or property damage, etc.), regardless of severity, shall be reported immediately to the COR.

d. Emergency Operations. The Contractor shall provide, within ten (10) working days after award, a list of key Contractor personnel and telephone numbers to the COR to affect early notification of any emergency that arises (during non-working hours) due to an incident related to this contract. It is the responsibility of the Contractor to:

e. Notify the Government inspector/escort of any emergency situation. The

Government inspector/escort will follow local emergency procedures.

f. Ensure that all Contractor personnel are evacuated from the site and accounted for.

g. Assist in administering first aid, as required, and evacuate injured personnel.

h. Obtain emergency services as required.

i. Avoid movement of and alterations to, any possible evidence of the cause of an emergency, incident, or accident. Removal of injured personnel or the need to prevent further damage takes precedence over this requirement.

1.8.1 SPECIAL SAFETY CONCERNS

Work in confined spaces.

a. Respirators, eye protection, and hard hats shall be worn in crawl space locations.

b. Fire Regulations. Compliance with local and Air Force Fire Regulations is mandatory. Fire extinguishers rated and approved by the National Fire

Protection Association, and Base Fire Department of sufficient size, type, and quantity to cope with all known hazards, will be available and provided by the Contractor.

1.8.2 WELDING SAFETY PRECAUTION:

Welding Safety Requirements: Before welding, the Contractor shall obtain a welding permit from Base Fire Department, within ten (10) working days after award, before any open flame or welding operation is conducted. The Contractor shall allow five (5) workdays for processing the permit. No welding actions shall occur without the welding permit in hand and on site. The welding permit shall be renewed every 30 days or when entering a new flight area. The

Contractor shall conduct his work such that after any welding operation a one hour (minimum) fire watch in the area in which welding has occurred is conducted.

Welding will be accomplished in strict accordance with the following: GENERAL

REQUIREMENTS FOR WELDING AIR FORCE TECHNICAL ORDER (T.O.) 21M-LGM30A-12.

The prospective work area will be inspected by the Project Engineer to ensure that prescribed precautions have been taken.

The Contractor will perform atmospheric tests before, during, and after the operation to assure that no dangerous conditions of flammability or toxicity exist.

W A R N I N G

Oxygen gas should not be released for purpose of clearing the air before, during, or after welding operations. Release of oxygen gas shall be for welding or cutting purposes only.

Prior to initiation of welding/cutting or open flame soldering operations, combustible material will be removed from the area. Residue from spills and leaks will be cleaned up. Materials that cannot be removed will be protected against the possibility of ignition from operation.

The Contractor will post a fire watch person on any welding, cutting, open flame, heat or spark producing operation below grade and where flammable materials cannot be removed from within the welding area. One fire watch person may perform for more than one welder provided he can properly monitor all operations assigned to him. Carbon dioxide and water type fire extinguishers shall be accessible and the fire watch person shall be trained in their use.

Ventilation for General Welding and Thermal Cutting shall be in accordance with

ANSI A 49.1. During ventilation procedures, the Contractor shall exhaust contaminated air through an adequate duct system. Ventilation will be installed via flexible ducts connected to a negative air machine with a HEPA filter. This system will then be hooked up to existing system that provides ventilation for the LCC. The ventilation system shall have a minimum capture velocity of 160 cubic feet per minute (cfm) at two feet from the intake.

The Contractor will provide personal protective equipment for welders and helpers.

A fire-resistant shield of non-asbestos material, sheet metal, or similar material will be constructed to contain the work area. Critical equipment, electrical cables, and lines in the welding area will be protected with non-asbestos blanket or other suitable material. All critical equipment will be inspected after welding is completed to insure that these parts have not been damaged.

Air duct openings will be covered with fire resistant covers to prevent entrance of sparks. Covers will be used which will allow ventilating and cooling air to circulate adequately.

If oxygen and acetylene tanks are used, they will be located above grade and placed in a vertical position. They will be accessible to personnel when welding/cutting or soldering is in progress. Valves will be closed at the tanks during any work stoppage. Hose lines will be inspected daily for hose leaks.

Hose lines will be anchored by ties so that the hose connections are not used to support the hose. Padding will be provided to protect hose lines at all corners or sharp projections.

All welding power source equipment will be located above grade. It will be accessible to personnel and will be shut off and disconnected during any work stoppage. Electrodes will be removed from holder when not in use.

Electrical welding cable will be entwined at least one turn per two linear feet from entrance to LCC to within six feet of electrode holder.

Welding leads will be isolated from frame of welder.

A minimum of two feet must be maintained between electrical welding leads and explosive devices and/or their circuitry.

Electrical welding grounding point will be located as close as practical to the weld point.

Inert gas shield arc, high voltage start, arc air gouging or transformer-type welder shall not be used except with specific approval from the System Support

Manager at OOAMA.

1.9 OTHER CONTRACTOR REQUIREMENTS

In addition to those requirements outlined in this specification, the Contractor is responsible for the following:

a. Any power process, i.e., welding, core drilling, etc. in the elevator shaft, TJ and LCEB areas requiring more than 20 amps shall require shutdown of the

LCC. Equipment requiring more than 40 amps shall not be used on site under any circumstance. Contractor must provide own power for any processes requiring more than 20 amps. Contractor must notify Missile Engineering one month in advance of any such work so that LCC shut down may be scheduled.

b. The Contractor shall maintain, at each location, all Material Safety Data

Sheets (MSDSs) pertinent to hazardous material used in the project in compliance with OSHA's Hazardous Communications Standard 29 CFR 1910.1200.

MSDSs will be available to all contractors and Government inspector/escort at all times during construction. MSDSs data will be available on all hazardous material used in the contract and all Contractor personnel will be made aware of the requirements.

c. The Contractor shall furnish and maintain, on site, the following:

1. Explosion proof flashlight and batteries (One (1) per person).

2. Safety harness/lanyard, equipment lowering nets, and hoist (as required).

3. Two (2) portable fire extinguishers rated at 2A 20 BC minimum.

4. One emergency first aid kit.

d. All items of work to be concealed shall be Government inspected prior to concealment.

1.10 AVAILABILITY OF UTILITY SERVICES

Except where restricted in these specifications, in other sections for certain tasks, all reasonable quantities of utilities including power up to 20 amps shall be made available to the Contractor. No temporary connections which may be of a semi-permanent nature will be permitted. All connections shall be made by plugging into existing receptacles while work is in progress for electrical service. All extension cords must be GFI protected. All electrical cords shall be unplugged at the end of each work period. The Contractor must make arrangements for furnishing additional external electrical power for welding, drilling or additional lighting. The power generator must be located topside at a minimum distance of 10 feet from the building. Water connections, where required, shall be made with standard garden hose and hose bib fittings. This refers only to service water for contractual work requirements. All hoses will be disconnected and valves closed to hose outlets at the end of each work shift.

All hoses and/or power cords will be removed at the close of work each day so that all doors, elevator doors, and blast doors may be operated in their normal manner during Contractor non-working hours. Electrical power plug-ins and water connections will be cleared by the Government inspector/escort before they are made.

1.11 COORDINATION AND VERIFICATION OF DIMENSIONS

The Contractor shall be responsible for coordinating his work so as to minimize interference to the operational equipment and personnel in the building, as the facility will remain operational during construction. Extreme caution shall be exercised to prevent damage to the equipment from dust, water, etc. It shall be the Contractor's responsibility to furnish drop cloths and whatever material may be required to keep equipment safe at all times from dust and debris. All salvage material and debris shall be properly disposed of offsite, by the Contractor, in a manner in accordance with Federal, state, and county rules and regulations.

The Contractor shall visit the premises and thoroughly familiarize himself with the details of the work and conditions prior to starting work. The dimensions given on the drawings are for general reference only and shall be field verified by the Contractor prior to commencement of work at each site.

1.12 QUALITY OF WORKMANSHIP

The various trades involved in performing the work in this project shall be competent and highly skilled in their particular trade and their qualifications shall meet all State and American Welding Society publications' requirements, such as set forth for welders, plumbers, etc. Only skilled craftsmen in the trades required for the job shall be performing the work. A journeyman level pipe fitter, with a minimum of four (4) years’ experience in the trade and currently licensed shall perform all pipe fitting. Contractor shall provide a copy of the pipe fitter’s certificate of licensing. All work shall result in the highest standards of workmanship, safety and quality. The COR may, in writing, require the Contractor to remove from the project any employee deemed incompetent, careless, or otherwise objectionable to personal safety, equipment, or the quality of workmanship.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section –

DIVISION 1 GENERAL REQUIREMENTS

SUBMITTALS

SECTION 01 33 00

1. GENERAL:

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 Transmittal

Prior to starting any work, all items listed on the attached Submittal

Register shall be submitted on an individual AF IMT 3000.

1.1.3 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

1.1.4 Unless specifically stated otherwise elsewhere in this specification, each submittal shall be approved by the COR prior to incorporation of the submitted materials into the work.

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

1.2 SD-01 PRECONSTRUCTION SUBMITTALS

Submittals which are required prior to start of construction (work), issuance of contract notice to proceed, or commencing work on site, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Submittal register

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

1.3 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, but must be approved by project engineer. 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.

1.3.1 SD-03 Product Data:

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

1.3.2 SD-07 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.

1.3.3 SD-08 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.

1.4 SD-11 Closeout Submittals

Submit documentation to record compliance with technical or administrative requirements or special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings.

1.5 SHOP DRAWINGS:

Drawings shall illustrate how the specified materials are integrated into the work as a whole. Adjacent materials that 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.

1.6 TEST DATA:

Test results shall be dated and signed by the agency performing the test.

1.7 WARRANTY:

Submit detailed warranty information that 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.

1.8 OPERATION/MAINTENANCE INSTRUCTIONS:

The Project Engineer for this project will review and recommend approval/disapproval to the Contracting Officer to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.9 MISCELLANEOUS SUBMITTALS:

Submittals that are none of the above types shall meet the specific requirements identified in the referenced paragraph of the Specification Section identified in the schedule.

1.10 SUBMITTAL SCHEDULE:

The required submittals for this Contract are listed on attached AF Form 66.

End of Section --

Repair Water/Sewer Valves GHLN146012

SECTION 01 57 19.05 32

ENVIRONMENTAL PROTECTION

07/16

PART 1 GENERAL

The information herein is provided for contract informational purposes and to supplement the Environmental Schedule of Materials Submittals, Form 66.

This information should not be relied upon for legal or compliance purposes. Contractors should consult their legal counsel for applicability, interpretation, and compliance with local, state, and Federal rules and regulations.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced and are available upon request by the contractor.

All references listed in this specification are intended to be the current version or edition, unless specifically identified otherwise.

Contractors shall comply with all local, state, and Federal laws and regulations including, but not limited to: Occupational Safety & Health Act (OSHA), Environmental Protection Agency (EPA), [Wyoming Department of Environmental Quality (WYDEQ),][ Nebraska Department of Environmental Quality,][ Colorado Department of Public Health and Environment (CDPHE),][ Nebraska State Fire Marshal,] and U. S. Air Force requirements.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

24 CFR 35 Lead-Based Paint Poisoning Prevention in Certain Residential Structures

29 CFR Occupational Safety and Health Standards

40 CFR Environmental Protection Agency

U.S. AIR FORCE (USAF)

90 MW Plan 32-2 F.E. Warren AFB Hazardous Waste Plan

WYOMING DEPARTMENT OF ENVIRONMENTAL QUALITY

WYDEQ Regulations Wyoming Department of Environmental Quality Regulations

1.2 DEFINITIONS

90 CES/CEIE-90th Civil Engineer Squadron Environmental Flight

90 MW-90th Missile Wing

Acutely Hazardous Waste-Defined by 40 CFR 261, Subpart B as any waste that contains such dangerous chemicals that it could pose a threat to human health and the environment even when properly managed. The EPA includes in

Environmental Protection Page 1 this category waste shown to be fatal to humans in low doses, those shown in animal studies to have specific toxicities, and explosives.

AFI-Air Force Instruction

BMP-Best Management Practices

CFR-Code of Federal Regulations

Chemical Wastes-Includes salts, acids, alkalis, herbicides, pesticides, and organic chemicals.

Construction and Demolition Debris-The waste building materials, packaging, and rubble resulting from construction, remodeling, repair, and demolition operations on pavements,houses, commercial buildings and other structures.

Contracting Officer -Federal Acquisition Regulation (FAR 2.101)"Contracting officer" means a person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

The term includes certain authorized representatives of the contracting officer acting within the limits of their authority as delegated by the contracting officer. "Administrative contracting officer (ACO)'' refers to a contracting officer who is administering contracts. "Termination contracting officer (TCO)" refers to a contracting officer who is settling terminated contracts. A single contracting officer may be responsible for duties in any or all of these areas. Reference in this regulation (48 CFR Chapter 1) to administrative contracting officer or termination contracting officer does not; require that a duty be performed at a particular office or activity or; restrict in any way a contracting officer in the performance of any duty properly assigned.

Cultural Resource-Any building, structure, object, site or district that is listed in or eligible for listing in the National Register of Historic Places. This includes properties that are contributing elements to the Fort D. A. Russell National Historic Landmark District.

Debris-Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

DoD-Department of Defense

DoDI-Department of Defense Instruction

EO-Executive Order

FEW-F. E. Warren Air Force Base in its entirety including the base proper and all Missile Alert Facilities (MAFs) and Launch Facilities (LFs) in the states of Wyoming, Colorado and Nebraska.

Garbage-per WYDEQ SW Mgmt Rules Chapter 15 Solid Waste Management Rules & Regulations Section 2. Definitions. (g) "Garbage" means any putrescible solid or semi-solid animal and/or vegetable waste material resulting from the handling, preparation, cooking, serving and consumption of food.

Hazardous Chemical-per 29 CFR 1910.1200(c); any chemical which is a physical hazard or a health hazard.

Hazardous Material (HAZMAT)-Includes all items (including medical supply

Environmental Protection Page 2 items, but excluding drugs in their finished form and pharmaceuticals in individually-issued items) covered under Emergency Planning & Community Right-To-Know Act (or other host nation, Federal, State, or local) tracking requirement, the OSHA HAZCOM Standard, all Class I and Class II Ozone Depleting Substances and all materials containing Green House Gases.

Health Hazard-per 29 CFR 1910.1200(c); a chemical for which there is statistically significant evidence based on at least on study conducted in accordance with established scientific principles that acute or chronic health effects may occur in exposed employees. The term "health hazard" includes chemicals which are carcinogens, toxic or highly toxic agents, reproductive toxins, irritants, corrosives, sensitizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes, or mucus membranes.

Historic Property-Any prehistoric or historic district, site, building, structure or object included in or eligible for inclusion in the National Register, including artifacts, records and material remains related to such a property or resource.

Natural Resources-Include all resources naturally occurring on FEW including flora, fauna, wetlands, lakes, streams, geographic and geologic formations and other physical phenomena that lacks clear cut boundaries, such as air, energy, magnetism, etc.

Oil-Any kind of oil in any form including, but not limited to: fats, oils, or greases of animal, fish, or marine mammal origin; vegetable oils, including oils from seeds, nuts, fruits, or kernels; and, other oils and greases, including petroleum, fuel oil, sludge, synthetic oils, mineral oils, oil refuse, or oil mixed with wastes other than dredged spoil.

Physical Hazard-per 29 CFR 1910.1200(c); a chemical for which there is scientifically valid evidence that it is a combustible liquid, a compressed gas, explosive, flammable, an organic peroxide, an oxidizer, pyrophoric, unstable (reactive) or water-reactive.

POL-Petroleum, Oils, and Lubricants (regulated by the FEW Spill Prevention, Control, and Countermeasures (SPCC) Plan).

RCRA-The Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act of 1976, as amended, 42 U.S.C. section 6901 et seq.

RCRA Permitted Facility-Any facility permitted under the RCRA to accept hazardous waste for disposal that meets the requirements of a disposal facility as stated in 40 CFR part 260.

Rubbish-A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans and bones.

Sanitary Wastewater System-A pipe or conduit which carries sewage and to which storm waters, surface waters and ground waters are not intentionally admitted.

Sediment-Soil and other debris that has been eroded and transported by runoff water.

Sewage-Wastes characterized as domestic sanitary sewage.

Solid Waste-Rubbish, debris, garbage, and other discarded solid materials

Environmental Protection Page 3 resulting from industrial, commercial, and agricultural operations, and from community activities.

Spill Prevention, Control, and Countermeasures (SPCC) Plan-Guidance for preventing spills of POL products to navigable waters. The plan includes controls and countermeasures that are required for activities performed on the installation.

Storm Water System-A pipe or conduit which carries storm or surface waters and drainage, but excludes sewage and industrial wastes.

Subtitle "D" RCRA-Permitted Landfill-Any landfill permitted under the RCRA to accept solid waste for disposal.

Toxics-asbestos-containing materials (ACM), lead-based paint (LBP) or lead contamination in soils or other surfaces, polychlorinated biphenyls (PCB), and radon.

USACE-U.S. Army Corps of Engineers

Wyoming State Historic Preservation Officer (WYSHPO)-State official appointed under the provision of 16 United States Code 470a (b) to administer the State Historical Preservation Plan and advise federal agencies in carrying out their historic preservation duties.

1.3 Points of Contact (PC) & Submittal Review/Approval (RA) Authority

Point of Contact Phone

A i r

Q u a l

W a t e r

T o x i c s

H a z

M a t

P O L

H a z

W a s t e

S o l

W a s t e

A f f

P r o c

S p i l l

R e s

N a t

R e s

C u l t

R e s

E M S

Document Section Number 5 6

8 9

10 12 13 14 16

18 19 20

Andy McKinley (Element Chief)

307-773-4356

Tommy Gonzales 307-773-2801 PC

RA

PC PC

Alex Schubert 307-773-5098 PC

Bobby Johnson 307-773-2415 PC PC

Travis Beckwith 307-773-3667 PC

Tammy Notch 307-773-2594 PC

RA

PC

RA

PC

RA

Brent Croft 307-773-6607 PC

RA

PC

RA

PC

RA

Shain Wright 307-773-4357 PC

RA

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1.4 PERMITS, FEES AND NOTICES

1.4.1 Costs

No separate payment will be made for work covered under this section. The contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the contractor. All costs associated with this section shall be included in the contract price. The contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, regional and local laws and regulations.

1.4.2 Environmental Permits

The contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, regional, and local environmental laws and regulations.

1.4.3 Demolition Work

Demolition Work: Contractors shall notify the WYDEQ Regulations, 122 West 25th St, Herschler Building, Cheyenne WY 82002 for all demolition work where load-bearing members are removed in Wyoming.

1.4.4 Contractors are required to provide all required statutory notices.

1.5 AIR QUALITY

1.5.1 Equipment Operation

Equipment operation, activities, or processes performed by the contractor shall be in accordance with all Federal and State air emission and performance laws and standards.

1.5.2 Contractors may not burn or incinerate materials on FEW property.

1.5.3 Particulates

Particulates-The contractor shall not operate a construction site or demolition project unless Best Management Practices (BMPs) are implemented to control emissions of particulate matter. Such emissions of airborne particulate matter shall not exceed 20% opacity as defined in 40 CFR 60 Appendix A.

1.5.4 Sound Intrusions

Sound Intrusions-The contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. The contractor shall comply with the provisions of the State where work is being performed.

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1.5.5 Ozone Depleting Substances (ODS)

1.5.5.1 Technician Certification

When servicing, repairing, maintaining or disposing of any Class I, Class II or non-zone depleting refrigerant containing appliances, the contractor shall provide a copy of the technician’s certification including the name, address, telephone number of the technician to 90 CES/CEIE.

1.5.5.2 ODS Tracking (Hazmat)

All ODSs are considered hazardous materials and must be tracked in the Enterprise Environmental, Safety and Occupational Health-Management Information System (EESOH-MIS). Refer to section 7, "Hazardous Materials (Hazmat) Contractor Authorization," prior to using ODSs on FEW property.

1.5.6 Greenhouse Gases (GHGs)

Greenhouse Gases (GHGs) - All GHGs are considered hazardous materials and must be tracked in EESOH-MIS. This includes chemicals and materials that emit GHGs such as carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), sulfur hexafluoride (SF6), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs) and fluorinated gases when being used. Refer to section 7, "Hazardous Materials (HAZMAT) contractor authorization," prior to using GHG materials on FEW property.

1.6 WATER RESOURCES AND STORM WATER DISCHARGE

The contractor shall implement BMPs and monitor construction activities to prevent erosion, runoff and pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. The contractor shall monitor all water areas affected by construction activities. For construction activities immediately adjacent to impaired surface waters, the contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State-issued or Federally-issued Clean Water Act permits.

1.6.1 Storm Sewer

The contractor shall not discharge any contaminated materials into the storm sewer system on base. EPA authorizes the following non-storm water discharges: fire fighting activities; fire hydrant flushing; potable water sources; irrigation drainage; lawn watering; routine building wash-down without detergents; pavement wash-waters where spills/leaks of toxic or hazardous materials have not occurred and where detergents are not used;

air conditioning condensate; springs; uncontaminated groundwater; and foundation/footing drains where flows are not contaminated with process materials such as hydrocarbons/solvents.

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1.6.2 Sanitary Sewer

The contractor shall not dispose of any materials into the sanitary sewer or wastewater disposal system without approval of the Air Force. All discharges to the sewer shall meet Federal, State, and local regulatory requirements and shall meet the permit requirements limiting FEW discharges. Restricted wastewater materials include, but are not limited to, materials that create a fire or explosion hazard; toxic or poisonous substances; waters or wastes having a pH lower than 5.0 or higher than 11.0; solid or viscous substances that can obstruct the sewer flow;

materials which may interfere with the biological activity of a treatment plant or inhibit biological activity by increasing the temperature; any fats, wax, grease, oils, petroleum hydrocarbons, or noxious or malodorous liquids; metals; phenols or dyes; and radioactive material.

1.6.3 Storm Water Discharge Permit

Storm Water Discharge Permit for Construction Activities in Wyoming – Storm Water Discharge Permit-WYPDES (Wyoming Pollutant Discharge Elimination System) General Permit for Storm Water Discharges Associated with Construction Activity is required for construction activity in which clearing, grading, and excavation will result in disturbance of one (1) acre or more of land.

1.6.3.1 Storm Water Requirements

The contractor should reference the WYDEQ website for forms, instructions, SWPPP information, and other guidelines for complying with Wyoming storm water requirements. The website may be found at the following location:

http://deq.wyoming.gov/wqd/storm-water-permitting/ resources/construction-general-permits/

Or the office may be contacted directly:

DEQ/Water Quality Division 122 West 25th Street Herschler Building, 4th Floor-West Cheyenne WY 82001

(307) 777-7781

1.6.4 Permit to Construct

The WYDEQ requires approval and/or permit-toconstruct prior to commencing construction of or addition to sanitary sewer systems or water systems that occur in the State of Wyoming. The plans, specifications, and design report must be certified by a Professional Engineer (PE) registered in the State of Wyoming. The contractor shall be responsible for coordinating the submittal requirements, approval of the design, and/or permit-to-construct with 90 CES/CEIE and FEW Bioenvironmental Engineering, and the WDEQ Water Quality Department. Any time work is performed on the water supply system, the FEW Bioenvironmental Flight must be contacted to conduct required sampling.

1.6.5 Work in Colorado

The National Pollution Discharge and Elimination System requires permitting

Environmental Protection Page 7 for activities disturbing more than one (1) acre of land, including temporary staging areas for construction equipment and materials. A Stormwater Construction Activity Permit will be required by the Colorado Department of Public Health and the Environment (CDPHE). If the project is determined to affect more than one (1) acre of land, a Stormwater Management Plan (SWMP) will be required to comply with the permit and shall be submitted for approval to 90 CES/CEIE at least twenty (20) days prior to construction commencement.