Amendment_0001_-_Specs.pdf

Hurricane & Storm Damage Reduction Project, Phase II, CT 3 W912DS-16-B-0008 Port Monmouth, NJ

SECTION 01 55 26

TRAFFIC CONTROL

12/13

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

NEW JERSEY DEPARTMENT OF TRANSPORTATION (NJDOT)

NJDOT Specifications (2007; R 2014) Standard Specifications for Road and Bridge Construction

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD, PART 6 (2009) Manual on Uniform Traffic Control Devices - Temporary Traffic Control

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

Traffic Control Plan; G, RO

The Plan shall be in written form and shall indicate the type and location of all signs, lights, barricades, striping, and barriers to be used for safe passage of vehicular traffic through the project, and for the protection of construction traffic and workers through the project, including traffic along levees, berms, and the borrow and disposal areas. The Plan shall include specific details addressing ingress and egress at all access points with public right of way. The Plan shall indicate conditions and setups for each phase of the Contractor's activities. In no case shall the Contractor begin work until the Plan has been approved. Modifications to the Plan that become necessary shall be submitted in writing for approval. Except in an emergency, no modifications to the approved Plan shall be implemented on the project until the Contractor submits and receives approval of such modification.

By-pass roadway plan for roadway closures with appropriate temporary signs.; G, RO

SECTION 01 55 26 Page 1

AMMENDMENT 0001

1.3 GENERAL REQUIREMENTS

1.3.1 Codes

Work includes the furnishing, erection, relocation, maintenance and eventual removal of temporary signs, barricades, pavement markings, lighting, signals, flaggers and other traffic control devices as may be required for the maintenance and protection of traffic. Traffic control devices and traffic control operations shall be in conformance with the

MUTCD, PART 6.

1.3.2 Safety

Operations shall be conducted in a manner to insure the convenience and safety of travelers and abutting property owners as well as the safety of the Contractor's employees.

1.3.3 Responsibility

The Contractor has sole responsibility for providing the necessary traffic control devices and taking other appropriate measures for the protection of the public and his personnel. The fact that provisions may be included in the plans and other contract documents, or may be ordered, for the maintenance and protection of traffic during construction, does not relieve the Contractor of his responsibilities. In the absence of specific provisions in the contract plans and specifications, or instructions from the Contracting Officer, additional devices and operational measures as may be considered necessary for the protection of the public and his employees shall be provided.

1.3.4 Cleanup

Temporary traffic control devices installed under this specification shall remain the property of the Contractor and shall be removed from the project after release by the Contracting Officer.

PART 2 PRODUCTS

2.1 MATERIALS

Traffic control devices shall conform to the design, materials, colors, fabrication and installation requirements specified by NJDOT Specifications and the applicable specification as may be modified by this Section.

Traffic control devices, whether new or used, shall be in good working condition and shall be subject to approval. Reflective sheeting of the encapsulated lens grade shall be used on all devices requiring reflectorization.

2.2 ROADWAY MAINTENANCE

Existing and temporary pavements shall be kept in good repairs using the same or materials compatible with the pavement. In general, plant-mixed bituminous concrete is suitable for all pavement surfaces. Other suitable material may be used if approved.

SECTION 01 55 26 Page 2

PART 3 EXECUTION

3.1 CONSTRUCTION IN GENERAL

During construction the Contractor shall provide a right-of-way for roads and intersecting access roads. In addition, the Contractor shall provide temporary relocated roads as necessary to provide the required right-of way. The Contractor shall maintain and protect traffic on existing adjacent roadway until the completion of the work. Traffic will be maintained continuously for the duration of the contract and the travelling public shall be protected from all damage to person and property. During construction the Contractor shall provide a right-of-way for roads and intersecting access roads. In addition, the Contractor shall provide temporary relocated roads as necessary to provide the required right-of way. The Contractor shall maintain and protect traffic on existing adjacent roadway until the completion of the work. Along Port Monmouth Road, two lane traffic shall be maintained to the extent possible. Along Old Port Monmouth Road, one traffic lane shall be maintained in operation during construction. Temporary, limited additional lane closures are subject to approval of the submitted Traffic Control Plan and obtaining any required permits in accordance with paragraph 3.8 of this section. Traffic will be maintained continuously for the duration of the contract and the travelling public shall be protected from all damage to person and property.

3.1.1 Delay to Traffic

Construction operations shall be conducted to insure a minimum of delay to traffic. Stopping traffic for more than 5 minutes shall not be permitted unless specifically authorized.

3.1.2 Debris

The traveled way shall be maintained free of foreign objects such as spilled earth, rocks, timber, and other items that may fall from transporting vehicles. Materials spilled by or dropped from any vehicle used in the Contractor's hauling operations along or across any public traveled way, both within and outside the project limits, shall be removed immediately.

3.1.3 Dust Control

Dusty conditions resulting from the Contractor's operations shall be corrected by the use of calcium chloride and/or water.

3.1.4 Ingress and Egress

Provide and maintain safe and adequate ingress and egress to and from intersecting highways, private points of access, and other establishment at existing or new access points, consistent with the work, unless otherwise shown on the plans or authorized.

3.1.5 Existing Signage

Existing traffic signs and other traffic control devices within the project limits which are to remain shall be protected from damage by construction operations. Any such items lost or damaged because of negligence on the part of the Contractor shall be replaced. Should temporary relocation of any such items be required because of construction operations, they shall be placed as directed.

SECTION 01 55 26 Page 3

3.1.6 Parking

The Contractor shall not permit his employees to park their vehicles nor shall he store equipment or materials adjacent to the traveled way or NJDOT rights-of-way where it may be a hazard to traffic. Normally, a clear distance of at least 30 feet from the edge of pavement shall be kept free of any such obstacles unless otherwise authorized.

3.1.7 Hazards

Whenever construction operations near the traveled way result in a hazardous condition to the traveling public, the extent of such operations shall be limited to work that can be performed within a reasonable period of time. Once started, such work shall progress continuously to completion within a reasonable extent of time.

3.1.8 Temporary Traffic Control Devices

Temporary devices shall remain in operation only as long as they are needed for traffic guidance and safety. Only those devices shall be in place as apply to conditions and operations in existence at a particular time.

Traffic control devices shall be cleaned, repainted, reflectorized or replaced as necessary to provide adequate visibility and legibility.

3.2 TRAFFIC REGULATIONS

Highway ramps, crossings, approaches to crossings, and NJDOT and local rights-of-way used by the Contractor's equipment, shall be kept clear of debris and excavated material resulting from the Contractor's operations.

Ramps shall be constructed approaching and leaving the highway pavement.

The gross weight of each loaded vehicle using roadways and crossing shall not exceed State and local limits. The roadway at the ramp and crossing sites shall be restored to conditions existing before hauling operations started. If the highway pavement has been damaged as a result of the Contractor's operations, the pavement shall be reconstructed to the proper line and grade in conformance with NJDOT Specifications.

3.3 TRAFFIC CONTROL STANDARDS

Updated NJDOT Standard Specifications for Road and Bridge Construction, Section 159 Traffic Control and associated sections shall also be considered as required and necessary.

3.4 CONSTRUCTION SIGNS

Signs shall be furnished, erected, maintained, moved and removed as required and as directed to adequately and safely inform and direct the traveling public. The number of signs indicated in the MUTCD, PART 6 are a minimum and the Contracting Officer may require additional signs. The Contractor shall have an adequate quantity of these signs on hand prior to starting construction operations for use as required. Sign sizes and details shall conform to the MUTCD, PART 6 or standard models. Signs and markers shall indicate actual existing conditions and shall be moved, removed, relocated, or changed as directed. Signs shall be kept clean and in good condition for the duration of the contract. They shall be mounted at the required height on the adequate supports and placed in proper position and alignment so as to give maximum visibility both day and night. During nonworking hours and following the completion of a

SECTION 01 55 26 Page 4 particular construction operation, all warning signs, except those required to remain for the safety of the public, shall be removed or covered.

3.5 BARRICADES, CONES, AND DRUMS

Barricades, cones, and drums shall be furnished, erected, maintained, moved, replaced, and removed where indicated in the MUTCD, PART 6, Part VI, or as directed. Where required or directed, construction barricades shall be supplemented either by approved flashing or steady burning lights as appropriate.

3.6 PORTABLE VARIABLE MESSAGE SIGN

The Contractor shall provide at least two portable variable message sign (VMS) during the construction phase. The location of the VMS sign shall be approved by the Contracting Officer. The VMS sign shall be according to the NJDOT Standard Specification for Road and Bridge Construction, Division 1000-Equipment, Section 1001.02 Portable Variable Message Sign. The Contractor shall verify that the VMS signs are running all the time giving enough information to control and direct the vehicular traffic.

3.7 MAINTENANCE AND PROTECTION OF TRAFFIC

As approved by the Contracting Officer and stated in the Traffic Control Plan the traffic shall be directed by either flaggers or Uniformed Law Enforcement Officers (Police Traffic Directors). Flaggers shall be trained and certified by NJDOT, they shall wear orange vest and helmets and operate the traffic in conformance with the procedure and requirements of NJDOT specifications. Police traffic directors shall be assigned according to the Middletown Township requirements and approved by the Contracting Officer.

Contact information for the assignment of police traffic director;

Name: Lieutenant Hansen Title: Traffic Bureau Commander Address: One Kings Highway, Middletown, NJ 07748 Telephone: 732-615-2100 X 2045

3.8 PERMIT REQUIREMENT

The Contractor is responsible for acquiring any permit required for road closure or opening from Monmouth County or New Jersey Department of Transportation (NJDOT). No work shall be commenced without an approved permit. Road opening permit required for Old Port Monmouth Road shall be obtained from Monmouth County Parks or Monmouth County. The Contractor shall allow a minimum of 14 calendar days from date of written application to receive permission to close the road.

-- End of Section --

SECTION 01 55 26 Page 5

SECTION 09 97 02

PAINTING: HYDRAULIC STRUCTURES

11/09

PART 1 GENERAL

1.1 LUMP SUM PRICE

1.1.1 Painting: Hydraulic Structures

1.1.1.1 Payment

Payment will be made for costs associated with "Painting: Hydraulic Structures", which includes full compensation for furnishing all materials, equipment, and labor required to paint the hydraulic structures in accordance with this section.

1.1.1.2 Unit of Measure

Unit of measure: lump sum.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D4417 (2014) Field Measurement of Surface Profile of Blast Cleaned Steel

ASTM D7091 (2013) Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and Nonmagnetic, Nondestructive Coatings Applied to Non-Ferrous Metals

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z358.1 (2009) American National Standard for Emergency Eyewash and Shower Equipment

ANSI/ISEA Z87.1 (2010) Occupational and Educational Personal Eye and Face Protection Devices

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

SECTION 09 97 02 Page 1

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH 2003-154 (2003; 4th Ed; Supple 3) NIOSH Manual of Analytical Methods

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Guide 6 (2004) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations

SSPC Paint 16 (2006) Coal Tar Epoxy-Polyamide Black (or Dark Red) Paint

SSPC Paint 40 (2007) Zinc-Rich Moisture-Cure Polyurethane Primer, Performance-Based

SSPC QP 1 (2012; E 2012) Standard Procedure for Evaluating Painting Contractors (Field Application to Complex Industrial Structures)

SSPC SP 1 (1982; E 2004) Solvent Cleaning

SSPC SP 5/NACE No. 1 (2007) White Metal Blast Cleaning

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 2011) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-DTL-24441 (2009; Rev D) Paint, Epoxy-Polyamide, General Specification for

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.20 Access to Employee Exposure and Medical Records

29 CFR 1910.94 Ventilation

29 CFR 1926.62 Lead

40 CFR 117 Determination of Reportable Quantities for Hazardous Substances

40 CFR 122 EPA Administered Permit Programs: The National Pollutant Discharge Elimination System

40 CFR 261 Identification and Listing of Hazardous

SECTION 09 97 02 Page 2

Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 50.12 National Primary and Secondary Ambient Air Quality Standards for Lead

40 CFR 58 Ambient Air Quality Surveillance

1.3 SAFETY, HEALTH, AND ENVIRONMENTAL REQUIREMENTS

Perform work in accordance with all applicable health, safety, and environmental requirements as well as EM 385-1-1. Submit matters of interpretation of these requirements to the Contracting Officer for resolution before starting work. If no clarifications are sought, then the submittal is not necessary. Where the regulations conflict, the most stringent requirements shall apply. This paragraph supplements the health, safety, and environmental requirements of EM 385-1-1.

1.3.1 Safety

Submit a Safety Plan in accordance with the requirements of Section 01 of EM 385-1-1, including, but not limited to, each of the topic areas listed in Appendix A therein and the specified requirements. Develop each topic in a concise manner to include management and operational aspects. Submit a Ventilation Assessment Plan complying with all applicable safety standards.

1.3.1.1 Abrasive Blasting

For abrasive blasting comply with the requirements in Section 06.H of EM 385-1-1. In addition to the requirements in Section 20 of EM 385-1-1, use hoses and hose connections of a type to prevent shock from static electricity. Hose lengths shall be joined together by approved couplings of a material and type designed to prevent erosion and weakening of the couplings. The couplings and nozzle attachments shall fit on the outside of the hose and designed to prevent accidental disengagement.

1.3.1.2 Workers Other Than Blasters

Protect workers, other than blasting operators working in close proximity to abrasive blasting operations, by utilizing MSHA/NIOSH-approved half-face or full-face air purifying respirators equipped with high-efficiency particulate air (HEPA) filters, eye protection meeting or exceeding ANSI/ISEA Z87.1 and hearing protectors (ear plugs and/or ear muffs) providing a noise reduction rating of at least 20 dBA or as needed to provide adequate protection. Personal protective equipment shall be provided where required by 29 CFR 1910.146 and in accordance with 29 CFR 1910, Subpart I.

1.3.1.3 Cleaning Before and After Abrasive Blasting

Cleaning with compressed air shall be in accordance with Section 20.B.5 of

SECTION 09 97 02 Page 3

EM 385-1-1 and personnel shall be protected as specified in 29 CFR 1910.134.

When cleaning with solvents, provide ventilation where required by 29 CFR 1910.146 or where the concentration of solvent vapors exceeds 10 percent of the Lower Explosive Limit (LEL). Ventilation shall be in accordance with 29 CFR 1910.94, paragraph (c)(5).

1.3.1.4 Paint Mixing

Local exhaust ventilation shall be provided in the area where coatings are mixed. This ventilation system shall be capable of providing at least 100 linear fpm of capture velocity in the mixing zone. Exposure of skin and eyes shall be avoided by wearing appropriate chemically resistant gloves, apron, safety goggles, and face shields meeting or exceeding the requirements of ANSI/ISEA Z87.1. A combination unit, comprised of an eyewash and deluge shower, within close proximity to the mixing operation shall be provided in accordance with ANSI/ISEA Z358.1, paragraph (9).

Individuals who have a history of, or develop a sensitivity to epoxy or polyurethane resin systems, shall not conduct work tasks or otherwise be exposed to such chemicals

1.3.1.5 Confined Spaces

When using solvent-based paint in confined spaces, prepare a Confined Spaces Plan. Provide ventilation to exchange air in the space at a minimum rate of 5,000 cubic feet per minute per spray gun in operation. It may be necessary to install both a mechanical supply and exhaust ventilation system to effect adequate air changes within the confined space. Locate and affix all air-moving devices to an opening of the confined space in a manner assuring that the airflow is not restricted or short circuited and is supplied in the proper direction. Means of egress shall not be blocked. Continue ventilation after completion of painting and through the drying phase of the operation. If the ventilation system fails or the concentration of volatiles exceeds 10 percent of the LEL (except in the zone immediately adjacent to the spray nozzle), stop painting and evacuate spaces until adequate ventilation is provided. Provide an audible alarm that signals system failure as an integral part of the ventilation system.

The effectiveness of the ventilation shall be checked by using ventilation smoke tubes and making frequent oxygen and combustible gas readings during painting operations. Exhaust ducts shall discharge clear of the working areas and away from possible sources of ignition. Submit detailed written standard operating procedures for confined spaces in accordance with 29 CFR 1910.146 and EM 385-1-1, Section 6I. The procedures shall include:

a. Certificates of calibration for all testing and monitoring equipment.

The certificates of calibration shall include: type of equipment, model number, date of calibration, firm conducting calibration, and signature of individual certifying calibration.

b. Methods of inspection of personal protective equipment prior to use.

c. Work practices and other engineering controls designed to reduce airborne hazardous chemical exposures to a minimum.

d. Specification of the design and installation of ventilation systems which shall provide adequate oxygen content and provide for the dilution of paint solvent vapor, lead, and other toxic particulates within the confined space. In addition, include plans to evaluate the adequacy of air flow patterns.

SECTION 09 97 02 Page 4

1.3.1.6 Paint Spraying

Submit a comprehensive written Respiratory Protection Plan in accordance with 29 CFR 1910.134, 29 CFR 1926.62, and Section 05.E of EM 385-1-1.

During all spray painting operations, spray painters shall use approved SCBA or SAR (air line) respirators, unless valid air sampling has demonstrated contaminant levels to be consistently within concentrations that are compatible with air-purifying respirator Assigned Protection Factor (APF). Persons with facial hair that interferes with the sealing surface of the facepiece to face seal or interferes with respirator valve function shall not be allowed to perform work requiring respiratory protection. Air-purifying chemical cartridge/canister half- or full-facepiece respirators that have a particulate prefilter and are suitable for the specific type(s) of gas/vapor and particulate contaminant(s) may be used for nonconfined space painting, mixing, and cleaning (using solvents). These respirators may be used provided the measured or anticipated concentration of the contaminant(s) in the breathing zone of the exposed worker does not exceed the APF for the respirator and the gas/vapor has good warning properties or the respirator assembly is equipped with a NIOSH-approved end of service life indicator for the gas(es)/vapor anticipated or encountered. Where paint contains toxic elements that may become airborne during painting in nonconfined spaces, air-purifying half- and full-facepiece respirators or powered air-purifying respirators equipped with appropriate gas vapor cartridges, in combination with a high-efficiency filter, or an appropriate canister incorporating a high-efficiency filter, shall be used.

1.3.1.7 Explosion Proof Equipment

Electrical wiring, lights, and other equipment located in the paint spraying area shall be of the explosion proof type designed for operation in Class I, Division 1, Group D, hazardous locations as required by the NFPA 70. Electrical wiring, motors, and other equipment, outside of but within 20 feet of any spraying area, shall not spark and shall conform to the provisions for Class I, Division 2, Group D, hazardous locations.

Electric motors used to drive exhaust fans shall not be placed inside spraying areas or ducts. Fan blades and portable air ducts shall be constructed of nonferrous materials. Motors and associated control equipment shall be properly maintained and grounded. The metallic parts of air-moving devices, spray guns, connecting tubing, and duct work shall be electrically bonded and the bonded assembly shall be grounded.

1.3.1.8 Further Precautions

a. Workers must wear nonsparking safety shoes.

b. Place and ground solvent drums, taken into the spraying area, on nonferrous surfaces. Maintain metallic bonding between containers and drums when materials are being transferred.

c. Inspect insulation on all power and lighting cables to ensure that the insulation is in excellent working condition and is free of all cracks and worn spots. Cables shall be further inspected to ensure that no connections are within 50 feet of the operation, that lines are not overloaded, and that they are suspended with sufficient slack to prevent undue stress or chafing.

SECTION 09 97 02 Page 5

1.3.1.9 Ignition Sources

Ignition sources, to include lighted cigarettes, cigars, pipes, matches, or cigarette lighters shall be prohibited in area of solvent cleaning, paint storage, paint mixing, or paint application.

1.3.2 Health

Prepare and submit a Medical Surveillance Plan and a statement from the examining physician indicating the name of each employee evaluated and any limitations which will preclude the employee from performing the work required. The statement shall include the date of the medical evaluation, the physician's name, signature, and telephone number..

1.3.2.1 Air Monitoring

Prepare and submit an Air Monitoring Test Plan. Perform air sampling and testing as needed to assure that workers are not exposed to contaminants above the permissible exposure limit. In addition, provide the Contracting Officer with a copy of the Air Monitoring Test Report from the laboratory within five working days of the sampling date, including records of air monitoring plans and tests performed. Submit reports as soon as information is available. Also provide results from direct-reading instrumentation on the same day the samples are collected. Prepare and submit an Airborne Sampling Plan detailing the NIOSH 2003-154, Factory Mutual, or Underwriters Laboratories approved equipment, equipment calibration procedures, sampling methods, sampling to be performed, and analytical procedures to be used based on the type of work to be performed and anticipated toxic contaminants to be generated. Include the name of the accredited laboratory, listed by the American Industrial Hygiene Association (AIHA), to be used to conduct the analysis of any collected air samples.

1.3.2.2 Medical Status

Prior to the start of work, and annually thereafter, submit a Medical Status Report including records of medical tests. Medically evaluate all Contractor employees working with or around paint systems, thinners, blast media, those required to wear respiratory protective equipment, and those who will be exposed to high noise levels for the particular type of exposure they may encounter. Maintain medical records as required by 29 CFR 1910.20. The evaluation shall include:

a. Audiometric testing and evaluation of employees who will work in a noise environment with a time weighted average greater than or equal to 90 dBA.

b. Vision screening (employees who use full-facepiece respirators shall not wear contact lenses).

c. Medical evaluation shall include, but shall not be limited to, the following:

(1) Medical history including, but not limited to, alcohol use, with emphasis on liver, kidney, and pulmonary systems, and sensitivity to chemicals to be used on the job.

(2) General physical examination with emphasis on liver, kidney, and pulmonary system.

SECTION 09 97 02 Page 6

(3) Determination of the employee's physical and psychological ability to wear respiratory protective equipment and to perform job-related tasks.

(4) Determination of baseline values of biological indices for later comparison to changes associated with exposure to paint systems and thinners or blast media, which include: liver function tests to include SGOT, SGPT, GGPT, alkaline phosphates, bilirubin, complete urinalysis, EKG (employees over age 40), blood urea nitrogen (bun), serum creatinine, pulmonary function test, FVC, and FEV, chest x-ray (if medically indicated), blood lead and ZPP (for individuals where it is known there will be an exposure to materials containing lead), other criteria that may be deemed necessary by the Contractor's physician, and Physician's statements for individual employees that medical status would permit specific task performance.

1.3.2.3 Change in Medical Status

Any employee whose medical status has changed negatively due to work related chemical and/or physical agent exposure while working with or around paint systems and thinners, blast media, or other chemicals shall be evaluated by a physician, and obtain a physicians statement as described in paragraph MEDICAL STATUS prior to allowing the employee to return to those work tasks. Submit a Change in Medical Status Report detailing any negative changes in employee medical status and the results of the physicians reevaluation statement.

1.3.3 Environmental Protection

In addition to the requirements of Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, prepare an Environmental Protection Plan incorporating the submittals for Water Quality Plan, Containment Plan, Waste Disposal Plan, Soil Quality Plan, TSP Monitoring Plan, PM-10 Monitoring Plan, and Visible Emissions Monitoring Plan. The submitted plan shall also address all aspects of establishing and demarcating regulated areas, ventilation/containment system performance verification, and reporting of accidental releases. Comply with the following environmental protection criteria.

1.3.3.1 Waste Classification, Handling, and Disposal

Prepare and submit a Waste Disposal Plan in accordance with the requirements of 40 CFR 261 and 40 CFR 262 including classification and handling. The Contractor is responsible for assuring the proper disposal of all hazardous and nonhazardous waste generated during the project.

Store nonhazardous waste in closed containers separate from hazardous waste storage areas. Transport all nonhazardous waste in accordance with local regulations regarding waste transportation.

1.3.3.2 Containment

Prepare a Containment Plan for containing debris generated during paint removal operations, including drawings, load-bearing capacity calculations, and wind load calculations. When the design is such that the spent abrasive is allowed to accumulate in quantities greater than 1,000 pounds, SECTION 09 97 02 Page 7 and/or impart a significant wind load on the structure, have the drawings approved by a registered structural engineer. The drawings and calculations shall be stamped with the engineer's seal. Also identify the type and placement of water booms, methods for anchoring the booms, and the procedures for removing debris. Contain debris generated during paint removal operations in accordance with the requirements of SSPC Guide 6, Class 2A. Where required, verify the containment air pressure by instrument.

1.3.3.3 TSP Monitoring

Prepare a TSP Monitoring Plan for monitoring emissions of Total Suspended Particulates (TSP). The plan shall comply with the requirements of EPA regulation 40 CFR 50.12 and this paragraph. The plan shall also include provisions for halting work and correcting the containment in the event unacceptable emissions occur. The positioning of air monitoring equipment shall be in accordance with 40 CFR 58, App E, Subpart (8). In addition, use a minimum of two TSP monitors at the project site, one down wind from the project and one in the area of greatest public access (e.g. playground, school yard, or homeowner's yard). When the project is in an area where there are critical receptors nearby, monitoring shall be conducted throughout the entire period that abrasive blasting and cleanup operations are performed. Otherwise, monitoring shall be performed 4 of the first 8 days and on a regular basis thereafter for a sum total of 25 percent of the time surface preparation and debris cleanup are performed. Failure to meet air quality regulatory limits shall require air monitoring to be repeated immediately after corrective actions have been taken. Also conduct preproject TSP monitoring. The preproject TSP monitoring shall be conducted a minimum of 2 weeks prior to the beginning of the project.

Continue the monitoring for a minimum of 3 days to establish background levels. Submit a TSP Test Report to the Contracting Officer within 48 hours including:

a. Name and location of jobsite.

b. Date of monitoring.

c. Time of monitoring (i.e., time monitoring begins and ends each day).

d. Identification and serial number of monitoring units.

e. Drawing showing specific location of monitoring units.

f. Drawing showing specific location of paint removal operation and the method of removal or work activity being performed.

g. Wind direction and velocity.

h. A flow chart verifying the rate of air flow across the filter throughout the sampling period.

i. Name and address of laboratory.

j. Laboratory test procedure.

k. Laboratory test results.

l. Signatures of field and laboratory technicians conducting the work.

SECTION 09 97 02 Page 8

1.3.3.4 Water Quality

Prepare a Water Quality Plan for all job sites where lead-containing or other hazardous paint will be removed, including provisions for halting work if spills or emissions are observed entering into bodies of water or found in areas where storm water runoff could carry the debris into bodies of water or storm sewers. The plan shall also address cleanup and reporting procedures.. Conduct operations in such a manner that lead-containing and other hazardous paint debris do not contaminate the water and so that NPDES permits in accordance with EPA regulation 40 CFR 122 are not required for the project. In the event that there are any releases of lead paint debris into the waterways, with reportable quantities of hazardous substances designated pursuant to Section 311 of the Clean Water Act, they shall be reported to the EPA in accordance with 40 CFR 117 and 40 CFR 355. Releases or spills that carry into waterways or storm sewers shall be thoroughly documented. The documentation shall include the time and location of the release, amount of material released, actions taken to clean up the debris, amount of debris recovered, and corrective action taken to avoid a reoccurrence. Releases shall also be reported to the Coast Guard and other state and local authorities as appropriate. If the release is equivalent to 10 pounds or more of lead-containing material in a 24-hour period, it is considered to be a reportable quantity under CERCLA. Comply with 40 CFR 302.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Safety, Health, and Environmental Requirements; G, DO Safety Plan; G

Confined Spaces Plan; G Respiratory Protection Plan; G Airborne Sampling Plan; G

Ventilation Assessment Plan; G Medical Surveillance Plan; G

Containment Plan; G Visible Emissions Monitoring Plan; G TSP Monitoring Plan; G

SD-03 Product Data

Manufacturer's Product Data Sheet; G

SD-04 Samples

Product Samples; G Special Paint Formulas; G, DO Solvent and Thinners; G

SD-06 Test Reports

TSP Test Report Inspection Reports

SECTION 09 97 02 Page 9

Medical Status Report Change in Medical Status Report Air Monitoring Test Plan; G Air Monitoring Test Report

SD-07 Certificates

Certified EHS Professional SSPC QP 1 Certificate Coating Thickness Gage Qualification Qualified Paint Applicator; G

1.5 QUALIFICATIONS

Qualifications and experience shall comply with the following.

1.5.1 Certified Environmental, Health, and Safety (EHS) Professionals

Provide a certificate for each Certified EHS Professional; submit qualifications and experience of qualified and competent persons employed to provide preconstruction and onsite environmental, safety, and health services. Obtain acceptance of this submission prior to the submission of other required environmental, safety, and health submittal items. Utilize a qualified and competent person as defined in Section 01 of EM 385-1-1 to develop the required safety and health submittal and to provide onsite safety and health services during the contract period. The person shall be a Certified Industrial Hygienist (CIH), an Industrial Hygienist (IH), or a Certified Safety Professional (CSP) with a minimum of 3 years of demonstrated experience in similar related work. The CIH, IH, or CSP may utilize other qualified and competent persons, as defined in EM 385-1-1, to conduct on-site safety and health activities as long as these persons have a minimum of 2 years of demonstrated experience in similar related work and are under the direct supervision of the CIH, IH, or CSP. For lead containing jobsites, the competent and qualified person shall have successfully completed an EPA or state accredited lead-based paint abatement Supervisor course specific to the work to be performed and shall possess current and valid state and/or local government certification, as required.

1.5.2 Qualified Painting Contractor

Provide a certified SSPC QP 1 Painting Contractor. Submit a copy of the SSPC QP 1 Certificate.

1.5.3 Qualified Paint Applicator

Submit records of qualification tests and third party certification for each Qualified Paint Applicator. Prior to the initiation of any work all paint applicators shall be tested and certified as meeting the requirements of the qualified paint applicator. Certification shall be administered by the government approved independent third party Test Agency. Applicators failing the certification test will not be permitted to apply any paint on the project.

1.5.3.1 Test Plate

The test plate shall consist of a 6 by 6 feet steel plate with a 3/8 inch minimum thickness. The test plate shall have at least six bolts, three with bolt heads exposed and three with threads exposed, a 12-inch wide

SECTION 09 97 02 Page 10 flange and a 6-inch diameter pipe each 18 inches long welded perpendicular to the test panel and a 6-inch deep T-beam with sealed ends welded horizontal across the test panel one foot up from the bottom all within the area to be painted on one side. Bolts shall be 1 inch minimum diameter.

1.5.3.2 Certification Test Procedure

Conduct certification testing of paint applicators at the job site in coordination with the Contracting Officer. Supply the fabricated test plates to be used for the tests and provide crane service, rigging, and any other work necessary to provide accessibility for the certification testing and inspection. In preparation, clean and prepare the test plates in accordance with the requirements of the contracted work. Perform abrasive blasting with the blast media to be used in the contract. The paints to be applied shall be the Contractor supplied materials and shall be those previously tested and approved for use on the contract. Paints shall be applied as specified in the contract. The painter being tested shall mix and thin the paints to be used in the test and shall set up and adjust the application equipment for use. Each painter shall apply each of the types of paint comprising the specified system. The test plate shall be painted in a near vertical position.

1.5.3.3 Certification Criteria

Evaluate the paint applicator based on the conformance of the applied paint system to the requirements of the specifications. Deficiencies in the coatings, improper mixing or improper application methods are basis for failure. The Test Agency shall be the sole judge as to the acceptability of each paint applicator's performance.

1.5.4 Coating Thickness Gage Qualification

Submit Coating Thickness Gage Qualification documentation of manufacturer's certification for all coating thickness gages. Magnetic flux thickness gages as described in ASTM D7091 shall be used to make all coating thickness measurements on ferrous metal substrates. Gages shall have an accuracy of +/- 3 percent or better. Gages to be used on the job shall be certified by the manufacturer as meeting these requirements.

1.6 DELIVERY, STORAGE, AND HANDLING

Process and package paints to ensure that within a period of one year from date of manufacture, they will not gel, liver, or thicken deleteriously, or form gas in the closed container. Paints, unless otherwise specified or permitted, shall be packaged in standard containers not larger than 5 gal, with removable friction or lug-type covers. Each container of paint or separately packaged component thereof shall be labeled to indicate the purchaser's order number, date of manufacture, manufacturer's batch number, quantity, color, component identification and designated name, and formula or specification number of the paint together with special labeling instructions, when specified. Paint shall be delivered to the job in unbroken containers. Paints that can be harmed by exposure to cold weather shall be stored in ventilated, heated shelters. All paints shall be stored under cover from the elements and in locations free from sparks and flames.

1.7 AMBIENT CONDITIONS

Paint shall be applied only to surfaces that are above the dew point temperature and that are completely free of moisture as determined by sight

SECTION 09 97 02 Page 11 and touch. Paint shall not be applied to surfaces upon which there is detectable frost or ice. Except as otherwise specified, the temperature of the surfaces to be painted and of air in contact therewith shall be not less than 45 degrees F during paint application nor shall paint be applied if the surfaces can be expected to drop to 32 degrees F or lower before the film has dried to a reasonably firm condition. During periods of inclement weather, painting may be continued by enclosing the surfaces and applying artificial heat, provided the minimum temperatures and surface dryness requirements prescribed previously are maintained. Paint shall not be applied to surfaces heated by direct sunlight or other sources to temperatures that will cause detrimental blistering, pinholing, or porosity of the film.

PART 2 PRODUCTS

Product Samples of each batch of thinner, solvent, and paint shall be submitted to the Government for testing. Submit Manufacturer's Product Data Sheet for each type of paint used; for products that are specified to be applied in accordance with the manufacturer's recommendations, submit the paint manufacturer's product data sheet or other written instructions for those products. Submit samples of all special paint formula, Military, Master Painter Institute, and SSPC paints and samples of solvents or thinners used to reduce the viscosity of the paint. Allow at least 30 days for sampling and testing of samples of paints and thinners. Sampling may be at the jobsite or source of supply. Notify the Contracting Officer when the paint and thinner are available for sampling. Sampling of each batch will be witnessed by the Contracting Officer unless otherwise specified or directed. Submit a 1-quart sample of paint and thinner for each batch proposed for use. The sample shall be labeled to indicate formula or specification number and nomenclature, batch number, batch quantity, color, date made, and applicable project contract number. Testing will be performed by the Government. Costs for retesting rejected material will be deducted from payments to the Contractor at the rate of $800 for each paint sample retested and $100 for each thinner retested.

2.1 SPECIAL PAINT FORMULAS

Special paints shall have the composition as indicated in the formulas listed herein. Where so specified, certain components of a paint formulation shall be packaged in separate containers for mixing on the job. If not specified or otherwise prescribed, the color shall be that naturally obtained from the required pigmentation.

2.2 PAINT FORMULATIONS

Special paint formulas shall comply with the following:

2.2.1 Formula C-200a, Coal Tar-Epoxy (Black) Paint

The paint shall conform to SSPC Paint 16 manufactured with Type 1 pitch.

In addition to standard labeling, container labels shall include the term, Corps of Engineers Formula C-200a.

SECTION 09 97 02 Page 12

PART 3 EXECUTION

3.1 CLEANING AND PREPARATION OF SURFACES TO BE PAINTED

3.1.1 General Requirements

Clean surfaces to be painted before applying paint or surface treatments.

Remove deposits of grease or oil in accordance with SSPC SP 1, prior to mechanical cleaning. Solvent cleaning shall be accomplished with mineral spirits or other low toxicity solvents having a flash point above 100 degrees F. Use clean cloths and clean fluids to avoid leaving a thin film of greasy residue on the surfaces being cleaned. Protect items not to be prepared or coated from damage by the surface preparation methods.

Machinery shall be protected against entry of blast abrasive and dust into working parts. Cleaning and painting shall be so programmed that dust or other contaminants from the cleaning process do not fall on wet, newly painted surfaces, and surfaces not intended to be painted shall be suitably protected from the effects of cleaning and painting operations. Welding of, or in the vicinity of, previously painted surfaces shall be conducted in a manner to prevent weld spatter from striking the paint and to otherwise reduce coating damage to a minimum; paint damaged by welding operations shall be restored to original condition. Surfaces to be painted that will be inaccessible after construction, erection, or installation operations are completed shall be painted before they become inaccessible.

3.1.2 Ferrous Surfaces Subject to Severe Exposure

Ferrous surfaces subject to extended periods of immersion or as otherwise required shall be dry blast-cleaned to SSPC SP 5/NACE No. 1. The blast profile, unless otherwise specified, shall be 1.5 to 2.5 mils as measured by ASTM D4417, Method C. Appropriate abrasive blast media shall be used to produce the desired surface profile and to give an angular anchor tooth pattern. If recycled blast media is used, an appropriate particle size distribution shall be maintained so that the specified profile is consistently obtained. Steel shot or other abrasives that do not produce an angular profile shall not be used. Weld spatter not dislodged by blasting shall be removed with impact or grinding tools and the areas reblasted prior to painting. Surfaces shall be dry at the time of blasting. Blast cleaning to SSPC SP 5/NACE No. 1 shall be done in the field and, unless otherwise specifically authorized, after final erection.

Within 8 hours after blast cleaning, and in any case prior to the deposition of any detectable moisture, contaminants, or corrosion, all ferrous surfaces shall be cleaned of dust and abrasive particles by brush, vacuum cleaner, and/or blown down with clean, dry, compressed air, and given the first coat of paint. Upon written request by the Contractor, the Contracting Officer may authorize mill or shop cleaning of assembled or partially assembled components specified to receive one of the vinyl-type paint systems or Systems 6-A-Z and 21-A-Z employing the epoxy zinc-rich primer or Systems 23-A-Z and 23-B-Z employing SSPC Paint 40 moisture cure urethane zinc-rich primer. The surfaces, if shop blasted, shall be shop coated with the first and second coats of the specified paint system except that moisture cure urethane and epoxy zinc-rich primed surfaces shall receive an extra single spray coat of the zinc primer at the time field painting is started, as specified in the paint system instructions. The shop coating shall be maintained in good condition by cleaning and touching up of areas damaged during the construction period. If pinpoint or general rusting appears, surfaces shall be reblasted and repainted at no added cost to the Government. Prior to the field application of subsequent coats, soiled areas of the shop coating shall be thoroughly cleaned and all welds

SECTION 09 97 02 Page 13 or other unpainted or damaged areas shall be cleaned and coated in a manner to make them equivalent to adjacent, undamaged paint surfaces.

3.1.3 Damp and Wet Ferrous Metal Surfaces

Ferrous surfaces that are wet with condensation or standing or running water, shall be blast-cleaned to SSPC SP 5/NACE No. 1. The blast profile, unless otherwise specified, shall be 1.5 to 3.0 mils as measured by ASTM D4417, Method C. Appropriate abrasive blast media shall be used to produce the desired surface profile and to give an angular anchor tooth pattern. Steel grit or shot media shall not be used. Weld spatter not dislodged by blasting shall be removed with impact or grinding tools and the areas reblasted prior to painting. Surfaces shall be as dry as possible at the time of blasting. Immediately after cleaning and prior to the formation of extensive corrosion products, all ferrous surfaces blast cleaned to SSPC SP 5/NACE No. 1 shall be cleaned of residual abrasive particles, and given the first coat of paint. A slightly visible rust bloom shall be permitted on surfaces to be painted.

3.2 PAINT APPLICATION

3.2.1 General

The finished coating shall be free from holidays, pinholes, bubbles, runs, drops, ridges, waves, laps, excessive or unsightly brush marks, and variations in color, texture, and gloss. Application of initial or subsequent coatings shall not commence until the Contracting Officer has verified that atmospheric conditions and the surfaces to be coated are satisfactory. Each paint coat shall be applied in a manner that will produce an even, continuous film of uniform thickness. Edges, corners, crevices, seams, joints, welds, rivets, corrosion pits, and other surface irregularities shall receive special attention to ensure that they receive an adequate thickness of paint. Spray equipment shall be equipped with traps and separators and where appropriate, mechanical agitators, pressure gauges, pressure regulators, and screens or filters. Air caps, nozzles, and needles shall be as recommended by the spray equipment manufacturer for the material being applied.