SpecificationLemonDam_revised_7.5.16.pdf

Lemon Dam High-Pressure Gate Modification Solicitation No. R16PS00929

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 33 00 Submittals 01 35 20 Safety and Health 01 35 27 Underwater Work 01 42 10 References 01 51 00 Temporary Utilities 01 57 30 Water Pollution Control

DIVISION 02 – EXISTING CONDITIONS

02 83 30 Removal and Disposal of Coatings Containing Heavy Metals

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 10 Trashracks 35 21 30 Steel Intake Bulkhead Gate 35 23 10 High-Pressure Gates

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00-1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. The majority of the work is located at Lemon Dam on the Florida River approximately 16 miles northeast of Durango, Colorado in La Plata County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. The onsite work at Lemon Reservoir will begin after summer reservoir releases have been complete. This ranges from 8/1/2016 to 9/30/2016. The contract will be awarded prior to the start of onsite work. All work as described in this solicitation shall be completed by 3/1/2017.

B. Fabricate and provide a steel intake bulkhead gate and components.

C. Remove, refurbish, the four trashracks that are located in the intake structure below the water surface of the reservoir. Reinstall the trashracks after the bulkhead has been removed. Refurbishment of the trashracks also referred to trashracks repair and trashracks coating the Section B is optional and is at the discretion of the CO. If the CO elects not to repair and coat the trashracks, the trashracks will remain below the surface of the reservoir and will not be exposed to the atmosphere.

D. Isolate the main outlet works by setting the contractor provided steel intake bulkhead in the intake structure, and drain the inlet tunnel.

1. There will be a 4 - inch and a 6 - inch intake valve installed on the upstream side of the bulkhead. Strainers will be installed upstream of each intake valve. The intake valves can be operated by tag line if inaccessible by diving and to provide a safe operating distance for the diver. There will be a 50 - foot long 4 - inch diameter connecting hose and a 50 - foot long 6 - inch diameter connecting hose attached to the downstream side of the bulkhead. The contractor should consider how the weight of the hoses can be supported.

2. A pressure port, 4 - inch and a 6 - inch connecting valves, bifurcation, and 1000 – foot of 12 - inch supply hose will be installed downstream of the connecting hose.

The contractor should consider placing all or some of these components in the tunnel prior to installing the bulkhead.

3. A minimum of 3 cubic feet per second of water will be provided from Lemon Reservoir to the Florida River by pumping over the crest of the dam when the tunnel is dewatered and until water can be directed through the steel intake bulkhead and supply hose system.

01 11 00-2

E. Install the pressure port, 4 - inch and 6 - inch connecting valves, bifurcation, 1000 - foot of 12 - inch supply hose, and a supply valve just upstream of the high pressure slide gates and a supply valve just downstream of the high pressure slide gates. The supply valves are to remain open to provide water from Lemon Reservoir to the Florida River. When work on the high pressure gates require the hose to be moved these valves can be temporarily closed to reroute the supply hose through the other pair of high pressure gates. A minimum of 3 cubic feet per second of water will be provided to the Florida River by pumping over the crest from Lemon Reservoir if water flow through the bulkhead is disrupted for more than 30 minutes.

F. Modify and repair 4 - 2’- 3” x 2’- 3” High Pressure Gates and hoists. This includes but is not limited to:

1. Furnishing and installing new composite self-lubricating high-pressure gate leaf seats and new bronze frame seats.

2. Performing surface preparation and applying coatings on the four high-pressure gate leaves and hoists.

3. Performing surface preparation and applying coatings on the four high-pressure gates.

4. Installing new hydraulic valves, pipe, and fittings at each hoist.

G. Test the four high pressure gates under equivalent pressure of current lake head by installing a mechanical test plug.

H. Close the high pressure gates and fill the intake tunnel.

I. Remove the steel intake bulkhead and hose system from the intake structure. Transport the steel intake bulkhead and components to the storage area at the Lemon Dam facility.

J. Perform operational tests and unbalanced tests on all four high pressure gates.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1 – General Requirements apply to Divisions 2 through 35.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.04 DEFINITIONS

A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.

01 11 00-3

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 35:

1. CO: Contracting Officer.

2. COTR: Contracting Officers Technical Representative

3. OGR: Onsite Government Representative

4. FWCD: Florida Water Conservancy District

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Table 01330A - List of Submittals

* Submittal types: A – Approval, I – Information ** CO indicates Contracting Officer.

SECTION 01330 - SUBMITTALS

RSN Section Title Submittals required Due date or delivery time Type* No. of sets to be sent to CO: **

01 35 20-1 Safety and Health

Safety Program At least 28 days before the beginning of onsite work.

A 3

01 35 20-2 Safety and Health

Monthly Accident Summary Report

By the first day of each month. I 1

01 35 27-1 Underwater Work

Comprehensive Diving Plan

At least 28 days before the beginning of onsite work.

A 3

01 35 27-2 Underwater Work

Daily Diving Plan Within 24 hours before the start of activities

I 0

01 35 27-3 Underwater Work

Video Recordings Within 28 days after the completion of dive work

I 3

01 57 30-1 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 30 days prior to delivery of oil at site.

I 3

02 83 30-1 Removal and Disposal of Coatings Containing Heavy Metals

Documentation At least 30 days before beginning onsite work

I 3

02 83 30-2 Removal and Disposal of Coatings Containing Heavy Metals

Plans At least 30 days before beginning onsite work

A 3

02 83 30-3 Removal and Disposal of Coatings Containing Heavy Metals

Heavy metal exposure certifications and test results

Within 14 days after completion of testing

I 3

02 83 30-4 Removal and Disposal of Coatings Containing Heavy Metals

Preconstruction test results

Within 14 days after completion of testing

I 3

02 83 30-5 Removal and Disposal of Coatings Containing Heavy Metals

Working level test results Within 14 days after completion of testing

I 3

02 83 30-6 Removal and Disposal of Coatings Containing Heavy Metals

Post-construction test results

Within 14 days after completion of testing

I 3

** CO indicates Contracting Officer.

RSN Section Title Submittals required Due date or delivery time Type* No. of sets to be sent to CO: **

02 83 30-7 Removal and Disposal of Coatings Containing Heavy Metals

Certificate of disposal Within 14 days after disposal I 3

09 96 20-1 Coatings Approval Data At least 42 days before application

A 3

09 96 20-2 Coatings Final Approval Data At least 14 days before application

A 3

09 96 20-3 Coatings Certifications At least 42 days before application

I 3

09 96 20-4 Coatings Documentation At least 42 days before application

I 3

09 96 20-5 Coatings Contractor Quality Testing Data for “Shop or Field Applied” Coatings

Within 28 days after completion of work

I 3

35 21 33-1 Intake Bulkhead Gate

Product Data At least 42 days before installation/Fabrication

A 3

35 21 33-2 Intake Bulkhead Gate

Installation Procedure At least 42 days before installation

A 3

35 21 33-3 Intake Bulkhead Gate

Report, Final Data Within 28 days after disassembly I 3

35 21 33-4 Intake Bulkhead Gate

Maintaining Florida River Flow

At least 42 days before Intake Bulkhead Gate installation

A 3

35 23 10-1 High-Pressure Gate Leaf Modification

Approval Data

At least 42 days before installation

A 3

35 23 10-2 High-Pressure Gate Leaf Modification

Inspection Data Within 7 days after disassembly A 3

35 23 10-3 High-Pressure Gate Leaf Modification

Repair Plan Within 28 days after disassembly A 3

35 23 10-4 High-Pressure Gate Leaf Modification

Leakage and Performance Test Plan

At least 42 days before testing A 3

35 23 10-5 High-Pressure Gate Leaf Modification

Final Shop Data Within 7 days after shop tests A 3

35 23 10-6 High-Pressure Gate Leaf Modification

Final Data Within 28 days after installation I 3

35 23 10-7 High-Pressure Gate Leaf Modification

Qualifications At least 42 days before installation

A 3

** CO indicates Contracting Officer.

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2001 Reclamation Safety and Health Standards

a. Available on the Internet at:

http://www.usbr.gov/ssle/safety/RSHS/rshs.html.

b. Hard copies available from:

The Government Printing Office Superintendent of Documents North Capitol and H St. N. W.

MS-SSMC - Room 566 Washington, D.C. 20401

(202) 512-1800 (Stock item GPO-024-003-00190-2)

c. Printed copies of RSHS are dated 2001. Electronic versions of the RSHS are dated 2002. These documents are identical. These specifications use the 2001 date.

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 20-1, Safety program:

1. Written safety program in accordance with Section 3 of RSHS.

C. RSN 01 35 20-2, Monthly accident summary report:

1. Form 7-2218 or other acceptable form in accordance with paragraph 3.8 of RSHS.

1.04 PROJECT CONDITIONS

A. Comply with RSHS.

Safety and Health

01 35 20 - 2

B. Provide and maintain a work environment and procedures that will:

1. Safeguard the public and Government's personnel exposed to Contractor operations and activities.

2. Avoid interruptions of site operations and delays in project completion dates.

3. Control costs in contract performance.

C. Do not require persons employed in performance of this contract, including subcontracts, to work under conditions which are unsanitary, hazardous, or dangerous to the employee’s health or safety.

D. Provide appropriate safety barricades, signs, and signal lights.

E. Maintain accurate record of and report to the CO the following occurrences during performance of this contract:

1. Death.

2. Occupational disease.

3. Traumatic injury to employees or the public.

4. Property damage in excess of $2,500.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Underwater Work

01 35 27 - 1

SECTION 01 35 27

UNDERWATER WORK

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Mobilization and demobilization for underwater work:

1. Payment: Lump sum price offered in the schedule.

2. Progress payments for mobilization and demobilization for underwater work will be considered a separate division of work for the purposes of progress payments and will be subject to retainage before payment of the total amount for this contract line item in accordance with the provisions below.

a. When materials and equipment supporting the underwater work have been mobilized to the work site, the Government will pay the Contractor 85 percent of the schedule item for mobilization and demobilization for underwater work.

b. When the underwater work has been completed and the support materials and equipment demobilized from the work site the Government will pay 15 percent of the schedule item for mobilization and demobilization for underwater work.

Performing all underwater work.

3. Payment: Lump sum price offered in schedule.

4. Progress payment for setting the bulkhead and removing the bulkhead will be considered a separate division of work.

a. When the bulkhead is satisfactorily set, the Government will pay 50 percent of the schedule item for performing underwater work.

b. When the bulkhead is removed and stored according to this section, the Government will pay the remaining amount for the schedule item for performing underwater work.

1.02 REFERENCE STANDARDS

A. Association of Diving Contractors International (ADCI)

1. ADCI Standards Consensus Standards for Commercial Diving and Underwater Operations, sixth edition, 2011.

B. Bureau of Reclamation (USBR)

01 35 27 - 2

1. RSHS-2009 Reclamation Safety and Health Standards

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 27-1, Comprehensive diving plan:

1. May be incorporated into the safety program.

2. Describe the diving equipment, procedures, and work sequence for underwater work.

3. Include company safe diving practices manual.

4. Safe diving plan:

a. Address specific underwater tasks required to accomplish the work.

b. Identify specific hazards associated with these tasks.

c. Identify methods to mitigate hazards.

d. Include diving schedule and table to be used for underwater work. Include profiles, mixed gas table, and altitude corrections.

5. Documentation:

a. Certificate of training as required by RSHS.

1) Resubmit for changes in diving personnel.

C. RSN 01 35 27-2 Daily diving plan.

1. List of work activities to be accomplished.

D. RSN 01 35 27-3, Video recordings:

1. DVD format.

2. High resolution.

3. Enclose each recording in protective case.

4. Label:

a. Contract number and title.

b. Contractors name.

c. Date the recording was made.

5. Preface video recording with label information.

6. The video shall include the intake structure, any concrete/metal damage observed, concrete bulkhead ports and contractor installed equipment, concrete bulkhead in the stored position with pins and blocks installed, and the trashracks.

01 35 27 - 3

1.04 PROJECT CONDITIONS

A. Conform to requirements of RSHS and ADCI Standards.

1. In the event of conflict between standards, the more stringent or restrictive standard shall apply.

B. Do not deliver diving equipment to jobsite until Comprehensive Diving Plan has been accepted by the COR.

C. Diving Equipment:

1. Diving helmets:

a. Equip with lighting.

b. Helmet-mounted underwater camera: Capable of providing clear images of the underwater work at all times.

c. Two-way communication system between divers and surface: Operational at all times.

2. SCUBA diving: Not permitted.

D. Diving Conditions:

1. Dive depth: Not to exceed 149 ft.

2. Max surface elevation of the reservoir: 8148 ft above sea level.

3. Visibility: Previous ROV inspections of the intake structure showed approximately four feet of visibility at the intake.

4. Water Temperature: Potential for water temperatures below 35 degrees F.

5. Ice: Potential for ice to build up at water surface.

6. Sediments: Previous ROV inspections of the intake structure showed 6-8 inches of light sediment on intake structure.

7. Flows: The existing outlet works gates leak approximately 25-50 gallons per minute.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 DIVING OPERATIONS

A. Diving operations that may be performed by the Contractor include, but are not limited to the following work:

01 35 27 - 4

1. Detailed inspection of intake structure, trashracks, and existing concrete bulkhead gate, including integrity of the concrete for both and the steel pins securing the existing concrete bulkhead gate. This will take place with the OGR viewing the video in real time. The CO will then decide whether nor not to exercise the option to repair and recoat the trashracks.

2. Installation of the steel bulkhead gate (Section 35 21 30 – Steel Intake Bulkhead Gate).

a. If the CO elects to exercise the option to repair and recoat the trashracks, remove all of the trashracks from the reservoir and proceed to step c. If the CO does not elect to exercise the option to repair and recoat the trashracks proceed to step b.

b. Remove trashracks as needed from the intake structure, place them on the riprap near the intake structure, and perform detailed inspection.

c. Clean the sealing surfaces for the steel bulkhead gate at the entrance of the intake structure.

d. Install the steel bulkhead gate as described in Section 35 21 30 – Steel Intake Bulkhead Gate.

e. Perform leak testing and plugging as needed during/following initial tunnel unwatering.

3. Removal of the steel bulkhead gate (Section 35 21 30 – Steel Intake Bulkhead Gate).

a. Remove the steel bulkhead gate as described in Section 35 21 30 – Steel Intake Bulkhead Gate.

b. Clean the trashrack guides and seating areas.

c. Re-install trashracks into the trashrack slots in the intake structure as shown in drawing 519-D-12.

d. Relocate the steel bulkhead gate as described in Section 35 21 30 – Steel Intake Bulkhead Gate.

References 01 42 10-1

SECTION 01 42 10

REFERENCES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Schedule 1 for other items of work.

1.02 REFERENCES

A. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.

B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.

1.03 JOBSITE REFERENCES

A. Maintain at fabrication site, a copy of referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the CO.

B. Maintain onsite, a copy of referenced standard specifications, codes, and manuals required for onsite work in progress. Make available for use by the CO.

1.04 AVAILABILITY

A. Code of Federal Regulation (CFR):

1. Available online, authorized by the National Archives and Records Administration (NARA) and the Government Printing Office (GPO), at www.gpoaccess.gov/cfr/index.html.

B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military Specifications:

1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR 52.211-1, "Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101- 29."

2. Copies of Military Specifications may be obtained from Department of Defense, see the provision at FAR 52.211-2, “Availability of Specifications, Standards, and Data Item Descriptions Listed in the Acquisition Streamlining and Standardization Information System (ASSIST)”.

01 42 10-2

C. Bureau of Reclamation Documents:

1. Printed copies of Reclamation Safety and Health Standards (RSHS), stock number 024-003-00190-2, may be purchased from the Superintendent of Documents at the U.S. Government Printing Office, phone number 202-512-1800. RSHS may be downloaded at http://www.usbr.gov/ssle/safety/RSHS/rshs.html

a. Printed copies of RSHS are dated 2001. Electronic versions of the RSHS are dated 2002. These documents are identical. These specifications use the 2001 date.

2. Bureau of Reclamation Standard Specifications are designated with an M-series number. Copies of these documents may be obtained from Bureau of Reclamation, Attn 86-68170, P.O. Box 25007, Denver, CO 80225-0007.

3. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:

United States Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 Telephone: 703-487-4650 or 1-800-553-6847

4. Bureau of Reclamation was officially named Water and Power Resources Service for a short period. References to Water and Power Resources Service or any derivative form are synonymous with Bureau of Reclamation.

D. Industrial and Governmental Documents:

1. When a reference has a joint designation (e.g. ANSI/IEEE) these specifications generally cite the proponent organization (e.g. IEEE).

2. Addresses for obtaining industrial and governmental (other than Federal and Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in table 01420A - Addresses for Specifications, Standards, and Codes.

Table 01420A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

ANSI American National Standards Institute 1819 L. Street, N.W.

Washington, DC 20036 www.ansi.org

(202) 293-8020 http://www.usbr.gov/ssle/safety/RSHS/rshs.htm

01 42 10-3

Table 01420A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

ASME American Society of Mechanical Engineers 3 Park Ave.

New York, NY 10016-5990 www.asme.org

(800) 843-2763

ASTM ASTM International 100 Barr Harbor Dr.

West Conshohocken, PA 19428-2959 www.astm.org

(601) 832-9585

AWS American Welding Society 550 NW LeJeune Rd.

Miami, FL 33126 www.amweld.org

(800) 443-9353

(305) 443-9353

NACE NACE International 1440 South Creek Drive Houston, TX 77084 www.nace.org

(281) 228-6200

NFPA National Fire Protection Association One Batterymarch Park P.O. Box 9101 Quincy, MA 02269-9101 www.nfpa.org

(800) 344-3555

(617) 770-3000

SSPC SSPC: The Society for Protective Coatings 40 24th St., 6th Floor Pittsburgh, PA 15222-4656 www.sspc.org

(800) 837-8303

(412) 281-2331

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

http://www.astm.org/ http://www.nace.org/

High Pressure Gate Modification Solicitation No. R16PS00929

Temporary Utilities

01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-2012 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. If the contractor elects to maintain reservoir releases by electric pumps, the contractor will be required to provide electric power for the pumps.

B. Electric power may be obtained up to a maximum of approximately 120 volt 12 ampere.

This power will be available as single phase, 60 hertz, alternating current. No charge will be made for power obtained from this source.

C. Remove temporary equipment and facilities upon completion of work under this contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Temporary Utilities

01 51 00 - 2

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Water Pollution Control

01 57 30 - 1

SECTION 01 57 30

WATER POLLUTION CONTROL

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards

B. Code of Federal Regulations (CFR)

1. 40 CFR, Part 112 Oil Pollution Prevention

C. Public Law

1. Sections 311, 402, and 404 Clean Water Act (Public Law 92-500, as amended)

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 57 30-1, Spill Prevention, Control, and Countermeasure (SPCC) Plan:

1. Submit when SPCC Plan is required in accordance with 40 CFR, Part 112.

a. SPCC Plan is required where release of oil and oil products could reasonably be expected to enter into or upon navigable waters of the United States or adjoining shorelines in quantities that may be harmful (40 CFR, Part 110), and aggregate on site oil storage capacity is over 1,320 gallons. Only containers with capacity of 55 gallons and greater are included in determining on site aggregate storage capacity.

2. Reviewed and certified by a registered professional engineer in accordance with 40 CFR, Part 112, as required by section 311 of the Clean Water Act (Public Law 92-500 as amended).

1.04 REGULATORY REQUIREMENTS

A. Construction Safety Standards:

1. Comply with sanitation and potable water requirements of section 7 of RSHS.

01 57 30 - 2

B. Laws, Regulations, and Permits:

1. Perform construction operations to comply, and ensure subcontractors comply, with:

a. Applicable Federal, State, and local laws, orders, regulations, and Water Quality Standards concerning control and abatement of water pollution;

and terms and conditions of applicable permits issued by permit issuing authority.

b. If conflict occurs between Federal, State, and local laws, regulations, and requirements, the most stringent shall apply.

C. Contractor Violations:

1. If noncompliance should occur, immediately (verbally) report noncompliance to the CO. Submit specific written information within 2 days.

2. Violation of applicable Federal, State, or local laws, orders, regulations, or Water Quality Standards may result in the CO stopping site activity until compliance is ensured.

3. The Contractor shall not be entitled to extension of time, claim for damage, or additional compensation by reason of such a work stoppage.

4. Corrective measures required to bring activities into compliance shall be at the Contractor's expense.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 POLLUTION CONTROLS

A. Construction Site Management:

1. Contractor construction operations:

a. Perform construction activities by methods that will prevent entrance, or accidental spillage, of solid matter, contaminants, debris, or other pollutants or wastes into streams, flowing or dry watercourses, lakes, wetlands, reservoirs, or underground water sources.

1) Pollutants and wastes include, but are not restricted to: refuse, garbage, cement, sanitary waste, industrial waste, hazardous materials, radioactive substances, oil and other petroleum products, aggregate processing tailings, mineral salts, and thermal pollution.

2. Stockpiled or deposited materials:

01 57 30 - 3

a. Do not stockpile construction materials, near or on, stream banks, lake shorelines, or other watercourse perimeters where they can be washed away by high water or storm runoff, or can in any way encroach upon the watercourse.

3. Petroleum product storage tanks management:

a. Place oil or other petroleum product storage tanks at least 20 feet from streams, flowing or dry watercourses, lakes, wetlands, reservoirs, and any other water source.

b. Areas for refueling operations: Lined with impermeable barrier at least 10 mils thick covered with 2 to 4 inches of soil.

01 57 30 - 4

Removal and Disposal of Coatings Containing Heavy Metals

02 83 30 - 1

SECTION 02 83 30

REMOVAL AND DISPOSAL OF COATINGS CONTAINING HEAVY METALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for items requiring removal and disposal of coatings containing heavy metals.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM E 1728-10 Collection of Settled Dust Samples Using Wipe Sampling Methods for Subsequent Lead Determination

B. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards

C. Code of Federal Regulations (CFR)

1. 29 CFR 1910.1025 Lead

2. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists

3. 29 CFR 1926.62 Lead

4. 29 CFR 1926.1118 Inorganic Arsenic

5. 29 CFR 1926.1127 Cadmium

6. 40 CFR 117 Determination of Reportable Quantities for Hazardous Substances

7. 40 CFR 260 Hazardous Waste Management System: General

8. 40 CFR 261 Identification and Listing of Hazardous Waste

9. 40 CFR 262 Standards Applicable to Generators of Hazardous Waste

10. 40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

11. 40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, Disposal Facilities

12. 40 CFR 268 Land Disposal Restrictions

13. 40 CFR 300 National Oil and Hazardous Substances Pollution Contingency Plan

14. 40 CFR 302 Designation, Reportable Quantities, and Notification

02 83 30 - 2

15. 49 CFR 107 Hazardous Materials Program Procedures

16. 49 CFR 178 Specifications for Packagings

17. 49 CFR Chapter I Research and Special Programs Administration, Department of Transportation, Hazardous Materials Regulations

D. Society For Protective Coatings (SSPC)

1. SSPC Guide 6-2012 Containing Surface Preparation Debris Generated During Paint Removal Operations

1.03 DEFINITIONS

A. Competent Person:

1. For lead hazards: As defined in 29 CFR 1926.62.

2. For designing and implementing technical controls to limit employee exposure to airborne contaminants: As defined in 29 CFR 1026.55.

B. Handling: Includes containment, collection, storage, and transportation.

C. Regulated area: Areas on project site where Action Level is exceeded for heavy metals listed below.

D. Coatings Containing Heavy Metals:

1. Coating containing lead, heavy metals, and other contaminants which may be present in such quantities that solid waste generated from coating removal operations will exhibit the toxicity characteristic when tested in accordance with 40 CFR 261.24 and/or which present airborne hazards during disturbance and removal operations.

2. The following metals and compounds may be present in aging paint and coating systems, unless otherwise noted:

a. Arsenic: See 29 CFR 1926.1118.

b. Beryllium.

c. Cadmium: See 29 CFR 1926.1127.

d. Chromium.

e. Lead: See 29 CFR 1926.62.

f. Silver.

g. Vanadium.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

02 83 30 - 3

B. RSN 02 83 30-1, Documentation:

1. Qualifications of onsite supervisor.

2. Qualifications of certified industrial hygienist.

C. RSN 02 83 30-2, Plans:

1. Worker Protection Compliance Program:

a. Include information required by 29 CFR 1926.62 (e)(2).

b. Prepared by Competent Person.

2. Containment System Plan:

a. Detailed plan to prevent the release of coatings, metals, dusts, vapors and solvents during the disturbance, removal and reapplication of coatings in accordance with SSPC Guide 6. If there are conflicts between this specification and the SSPC Guide, the most stringent or restrictive shall apply.

b. Containment system plan shall include but not be limited to the following information:

1) Detailed plans and description of the proposed containment structure, device, or method of containment for disturbed and removed coatings containing heavy metals.

2) Performance criteria for the containment. Emission of dusts, metals, toxic vapors or gases into the plant or surrounding environment are prohibited.

c. Signed and sealed by the Competent Person.

3. Emissions Monitoring Plan:

a. Include:

1) Plan for monitoring total suspended particulate (TSP) air quality for heavy metal contamination by employee exposure personal monitors.

2) Plan for monitoring sediment for heavy metal contamination.

3) Plan for monitoring water contamination.

4) Plan for monitoring and reporting reportable releases in accordance with 40 CFR 117, 40 CFR 300, 40 CFR 302.

5) Plan for decontamination of contaminated areas and surfaces.

b. Signed by certified industrial hygienist.

4. Waste Characterization, Handling, and Disposal Plan:

a. Include:

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1) Plan for sampling, testing, characterization of waste:

a) Include required method detection limits.

b) Describe analytical data delivery package including quality control and quality assurance.

2) Plan for handling, storage, transporting, and disposal of project-generated waste and cleaning of reusable items.

3) Name, address and qualifications of testing laboratory.

4) Name, address and qualifications of transporter.

5) Name, address and qualifications of disposal facility.

6) Written notice from owner or operator of disposal facility documenting permits and agreement to accept waste generated under this contract.

D. RSN 02 83 30-3, Heavy Metal Exposure Certifications and Test Results:

1. Employee training certifications: Indicate employee training in hazardous materials and communication with an emphasis on lead, respiratory protection, hearing conservation, and personal protective equipment (PPE).

2. Pulmonary function tests (PFT) for respirator usage: Record of diagnostic test and examination by a Board Eligible or Certified Occupational Medicine Physician.

3. Blood tests for heavy metals:

a. Blood lead and zinc protoporphyrin level (ZPP).

b. Blood levels for other heavy metals.

E. RSN 02 83 30-4, Preconstruction Test Results:

1. Include following background results:

a. Personal Employee exposure and area monitoring results by personal employee exposure monitors.

b. Sediment analysis for heavy metals.

c. Water sample analysis for heavy metals.

2. Include map indicating location of each sample. For sediment analysis, include depth of each sample.

3. Provide appropriate quality control information to supplement analytical data.

Include from blanks, laboratory control samples with percent recovery, duplicates, matrix spike samples with percent recovery, and other appropriate quality control measures.

F. RSN 02 83 30-5, Working Level Test Results:

1. Include following working level test results:

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a. TSP air quality monitoring results for heavy metals concentrations by personal employee exposure monitors.

2. Include map indicating location of each sample.

3. Provide appropriate quality control information to supplement analytical data.

Include from blanks, laboratory control samples with percent recovery, duplicates, matrix spike samples from project with percent recovery, and other appropriate quality control measures.

G. RSN 02 83 30-6, Post-Construction Test Results:

1. Blood tests for heavy metals:

a. Blood lead and zinc protoporphyrin level (ZPP).

b. Blood levels for other heavy metals.

2. Include following post-construction content data:

a. Sediment analysis for heavy metals.

b. Water sample analysis for heavy metals.

3. Compare with preconstruction test results for increased contaminant levels.

4. Include map indicating location of each sample. For sediment analysis, include depth of each sample.

5. Provide appropriate quality control information to supplement analytical data.

Include from blanks, laboratory control samples with percent recovery, duplicates, matrix spike samples from project with percent recovery, and other appropriate quality control measures.

H. RSN 02 83 30-7, Certificate of disposal:

1. Certification hazardous materials have been treated.

1.05 QUALIFICATIONS

A. Onsite Supervisor Qualifications: Competent Person, as defined in 40 CFR 1926.62, experienced working under OSHA and EPA regulations.

B. Certified Industrial Hygienists (CIH): Certified by American Board of Industrial Hygiene

(ABIH).

C. Laboratory Qualifications: Certified analytical laboratory meeting requirements of EPA National Lead Laboratory Accreditation Program and American Industrial Hygiene Association (AIHA) for metals.

D. Disposal Facility Qualifications for Hazardous Waste: RCRA permitted facility.

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1.06 REGULATORY REQUIREMENTS

A. Solid waste debris is subject to Federal, State, local, requirements. The most stringent regulation shall apply.

1.07 SAFETY AND HEALTH REGULATIONS

A. Comply with USBR RSHS.

B. Comply with 29 CFR 1926.

C. Limit employee exposure to lead and other airborne contaminants in accordance with 29 CFR 1926.55 and 29 CFR 1926.62.

1.08 PROJECT CONDITIONS

A. Existing coating contains lead and may contain other heavy metals.

B. The Contractor will be considered the co-generator of any hazardous waste, in accordance with 40 CFR 260.10.

1.09 CONTRACTOR’S RESPONSIBILITIES

A. Obtain EPA Identification number, in accordance with 40 CFR 262.12 before treating, storing, or transporting hazardous waste.

B. Prepare manifest, in accordance with 40 CFR 262 Subpart B, before transporting hazardous waste for offsite treatment, storage, or disposal.

C. Before transporting hazardous waste, obtain written notice from owner or operator of hazardous waste facility, including documentation that facility has required permits and that facility will accept waste to be shipped under this contract, in accordance with 40

CFR 264.12.

D. Obtain certificate of disposal from disposal facility when hazardous waste has been treated.

E. Obtain required transportation permits.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 CONTAINMENT SYSTEM

A. Design and construct containment system to control emissions to the environment in conformance with Federal, State, and local regulations and the following criteria:

1. Do not exceed ambient air quality standards.

2. Prevent contamination of any reservoir, watercourse, or water system.

3. Prevent contamination of sediment in any reservoir or watercourse.

4. Prevent contamination of soil.

B. Design and construct containment system for following:

1. Suitable for surface preparation method specified in Section 09 96 20 - Coatings.

2. Containment and ventilation components in accordance with SSPC Guide 6.

C. Perform the following activities within containment system:

1. Coating removal,

2. Surface preparation,

3. Waste and debris containerization,

4. Activities which may spread contamination outside contained area.

D. Provide signs and barriers at each point of entry to containment area to prevent unauthorized personnel access.

3.02 WASTE CHARACTERIZATION, HANDLING, AND DISPOSAL

A. Characterize solid waste debris generated from removal operations, in accordance with 40 CFR 261, TCLP Method 1311. Presume waste is hazardous until characterized.

B. Comply with approved written Plan for Waste Characterization, Handling, and Disposal.

C. RCRA-defined Hazardous Waste:

1. Comply with 40 CFR 262 and 40 CFR 268.

2. Do not co-mix different types of hazardous and non-hazardous waste materials.

3. Store coating debris in EPA approved weatherproof, watertight steel containers.

4. Seal, label, and store in accordance with 49 CFR 178.

5. Dispose of waste at EPA permitted RCRA Subtitle C disposal facility.

D. Non-hazardous Waste:

1. Store in closed containers separate from hazardous waste storage areas.

2. Dispose of waste in accordance with local, county, state, and federal regulations.

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3. Comply with Section 01 74 00 - Cleaning and Waste Management.

E. Wastewater from Coating Removal Operations:

1. Filter water contaminated with lead-containing coating debris.

2. Dispose of wastewater in accordance with Federal, State, local regulations.

F. Transport hazardous waste materials in accordance with 40 CFR 263, 49 CFR 107, and applicable regulations contained in 49 CFR Chapter I.]

3.03 EMISSIONS MONITORING, GENERAL

A. Sampling protocol shall be in accordance with EPA, NIOSH, or OSHA sampling criteria.

B. Monitor TSP lead or heavy metal concentration levels of following:

1. Air monitoring of emissions using personal employee exposure monitors.

2. Soil analysis for heavy metals.

3. Sediment analysis for heavy metals.

4. Water sample analysis for heavy metals.

C. Review results by certified industrial hygienist for allowable compliance limits.

3.04 AIR QUALITY MONITORING BY EMPLOYEE EXPOSURE PERSONNEL

MONITORS

A. Perform employee exposure monitoring to determine exposure to lead and other heavy metals in accordance with NIOSH or OSHA analytical sampling methods.

B. Not to exceed emissions limit standards in 29 CFR 1910.1025, 29 CFR 1926.1118, 29 CFR 1926.1127, 29CFR 1926.55, and 29 CFR 1926.62.

C. At the same time that employee exposure monitoring is done, monitor airborne contaminants at boundary of regulated area.

D. If emissions exceed specified maximum allowable concentrations, stop work until the containment system is corrected to meet required standards.

3.05 WATER SAMPLE ANALYSIS FOR HEAVY METALS

A. Before beginning work, take water samples below and downstream of the structure at 90 foot intervals in a transect. Test samples to determine heavy metal content in accordance with certified laboratory's approved procedures.

B. After completion of removal work, take water samples at same locations as previous samples. Test samples to determine heavy metal content in accordance with certified laboratory's approved procedures.

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C. Compare with pre-construction test results for increased contaminant levels.

3.06 REPORTABLE RELEASES

A. Notify applicable agencies and COR.

3.07 CLEARANCE TESTING

A. Non-porous surfaces:

1. Wipe samples: Take wipe samples to collect surface dust at 6 locations indicated in accordance with approved Emissions Monitoring Plan. Follow ASTM E 1728 wipe sample collection and analysis criteria.

2. Analyze samples for total lead and other heavy metal content.

3. Acceptance criteria: Not to exceed 500 micrograms per square foot.

3.08 DECONTAMINATION OF CONTAMINATED AREAS

A. Decontaminate areas and surfaces contaminated with lead and other heavy metals in accordance with approved Emissions Monitoring Plan.

02 83 30 - 10

Coatings

09 96 20 - 1

SECTION 09 96 20

COATINGS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered schedule for other items of work.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM A 380-13 Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems

2. ASTM C 920-14 Elastomeric Joint Sealants

3. ASTM D 870-09 Testing Water Resistance of Coatings Using Water Immersion

4. ASTM D 2794-93(2010) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

5. ASTM D 4060-14 Abrasion Resistance of Organic Coatings by the Taber Abraser

6. ASTM D 4285-83(2012) Indicating Oil or Water in Compressed Air

7. ASTM D 4541-09 Pull-Off Strength of Coatings Using Portable Adhesion Testers

8. ASTM D 5894-10 Cyclic Salt Fog/UV Exposure of painted Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV/Condensation Cabinet)

9. ASTM G 8-96(2010) Cathodic Disbonding of Pipeline Coatings

B. International Organization For Standardization (ISO)

1. ISO 8502-3-1992 Assessment of dust on Steel Surface Prepared for Painting (Pressure- Sensitive Tape Method)

C. National Association of Pipe Fabricators (NAPF)

1. NAPF 500-03-04-06 Abrasive Blast Cleaning of Ductile Iron Pipe

D. The Society for Protective Coatings (SSPC)/NACE International (NACE)

1. SSPC-AB1-15 Mineral and Slag Abrasives

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2. SSPC-AB2-15 Cleanliness of Recycled Ferrous Metallic Abrasives

3. SSPC-AB3-04 Newly Manufactured or Re-Manufactured Steel Abrasives

4. SSPC-Guide 15-05 Field Methods for Retrieval and Analysis of Soluble Salts on Substrates and Other Nonporous Substrates

5. SSPC-PA2-15 Measurement of Dry Paint Thickness with Magnetic Gages

6. SSPC-QP1-08 Evaluating Painting Contractors (Field Application to Complex Industrial Structures)

7. SSPC-QP3-07 Evaluating the Qualification of Shop Painting Contractors

8. SSPC-SP1-04 Solvent Cleaning

9. SSPC-SP5/NACE 1-07 White Metal Blast Cleaning

10. SSPC-SP10/NACE 2-07 Near-White Blast Cleaning

11. SSPC-SP11-12 Power Tool Cleaning to Bare Metal

12. SSPC-SP12/NACE 5-02 Surface Preparation and Cleaning of Metals by

Waterjetting Prior to Recoating

13. SSPC-TR2/NACE 6G198-04 Wet Abrasive Blast Cleaning

14. SSPC-Guide 15-05 Field Methods for Retrieval and Analysis of Soluble Salts on Substrates and Other Nonporous Substrates

15. SSPC-VIS1-12 Guide and Reference Photographs for Steel Surfaces Prepared by Abrasive Blast Cleaning

16. SSPC-VIS3-04 Visual Standard for Power- and Hand-Tool Cleaned Steel

17. SSPC-VIS5/NACE VIS9-01 Guide and Reference Photographs for Steel Surfaces Prepared by Wet Abrasive Blast Cleaning

18. NACE RP 0287-02 Field Measurement of Surface Profile of Abrasive Blast Cleaned Steel Surfaces Using a Replica Tape

19. NACE SP 0188-06 Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Include the following information with each set of data or certification:

a. Applicable tabulation number from Coating Tabulations.

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b. Identification of “Items to be coated” including sub-letter and sub-number listed in Coating Tabulations.

B. RSN 09 96 20-1, Approval Data:

1. For each coating material:

a. Manufacturer’s product data, application, and MSDS sheets.

b. Include the following information:

1) Supplier’s name, address, and phone number.

2) Manufacturer’s designated product name.

3) Applicable tabulation number from Coating Tabulations.

4) Identification of “Items to be coated” including sub-letter and sub-number listed in Coating Tabulations.

2. “Equal” Products:

a. For coating materials proposed as “equal” products to specified brand name products in Coating Categories, submit following with specified approval data:

b. List of projects (not less than three) where material has been successfully used in applications similar to this project. Include:

1) Project name and location.

2) Type of structure.

3) Owner’s name, address, and telephone number.

4) Application dates.

c. Manufacturer’s certification substitute coating material meets specified requirements. Include:

1) Manufacturer’s name, address, and phone number.

2) Batch number(s) for each material, except thinners.

3) Signature of manufacturer’s technical representative and date of signature.

d. Certified test reports that demonstrates substitute material meets or exceeds specified coating category requirements for physical and performance characteristics from each of following:

1) Coating manufacturer.

2) Independent laboratory.

3. Paint Chip Samples:

a. Color chip samples approximately 4 by 6 inch.

09 96 20 - 4

b. Label each sample to include manufacturer’s designated product name, color, and gloss.

C. RSN 09 96 20-2, Final Approval Data:

1. For each coating material:

a. Purchase orders. Include:

1) Supplier’s name, address, and phone number.

2) Purchase order number and date.

3) Manufacturer’s designated product name.

4) Batch number(s) for each material, except thinners.

5) Quantities ordered for each material, except thinners.

D. RSN 09 96 20-3, Certifications:

1. Current SSPC-QP1 certification for field application to complex industrial structures.

2. Current SSPC-QP3 certification shop application.

E. RSN 09 96 20-4, Documentation:

1. Written evidence showing each applicator’s qualifications by training or experience for each coating.

a. When documenting qualifications` by experience,

1) Include list of 3 recent jobs using comparable materials under similar conditions.

2) Include the owners contact information of 3 recent jobs.

b. When documenting applicator qualifications’ for application of plural component coatings,

1) Include coating manufactures training certificate that the applicator(s) can apply the plural component materials successfully

2) Completed SSPC Plural Component Basics Training

F. RSN 09 96 20-5, Contractor Quality Testing Data for “Shop or Field Applied” Coatings (not required for an equipment manufacturer’s standard coating systems):

1. Date of work.

2. Description of areas and work performed.

3. Surface preparation.

4. Surface cleanliness (visible contaminants).

5. Surface profile.

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6. Substrate soluble salt concentration.

7. Ambient conditions.

8. Dry film thickness after each coat.

1.04 QUALIFICATIONS

A. Current SSPC-QP1 certification for field application to complex industrial structures.

B. Current SSPC-QP3 certification for shop application to complex industrial structures.

C. Coating applicators qualifications:

1. Qualified to apply specified coating materials by one of following:

a. Successfully completed training in application of coating materials similar to materials and conditions specified.

b. Skilled and experienced in application of coating materials similar to materials and conditions specified.

1.05 DELIVERY, STORAGE, HANDLING

A. Deliver materials to jobsite in original, undamaged, unopened containers labeled with manufacturer’s name, designated product name, batch number, date of manufacture, and any special instructions.

B. Deliver materials in containers not larger than 5 gallons as packaged by manufacturer unless suitable equipment is provided at jobsite to handle and thoroughly mix materials in larger containers.

C. Store materials in well ventilated area.

D. Do not expose to direct sunlight during storage.

E. Comply with manufacturer’s storage instructions.

F. Do not use coating material which has exceeded manufacturer’s specified storage stability period (shelf life).

1.06 AMBIENT CONDITIONS

A. Comply with coating manufacturer’s environmental restrictions. Comply with most restrictive requirements of coating manufacturer’s restrictions and these specifications when coating manufacturer’s restrictions conflict with these specifications.

B. Do not apply coatings under following environmental conditions:

1. Substrate surface temperature less than 5 degrees Fahrenheit above dewpoint.

09 96 20 - 6

2. Air and substrate surface temperature less than 50 degrees Fahrenheit or not to exceed manufacturer’s recommended minimum and maximum temperature limit.

3. Humidity outside of manufacturer’s recommended range.

C. Do not perform surface preparation or apply coatings when environmental conditions are not expected to meet specified requirements during surface preparation, coating application, and curing period.

D. Maintain environmental conditions to meet specified requirements during coating application and curing period. Provide heating or cooling, and dehumidification required to maintain temperature and humidity.

1.07 PROJECT CONDITIONS

A. The existing coatings may contain hazardous materials.

B. There may be mil scale present on the existing steel.

PART 2 PRODUCTS

2.01 MATERIALS

A. General:

1. Compliance criteria for coating materials:

a. Material is of same composition and formulation to meet physical and performance test results for one of following:

1) Submitted batch or previously tested batch materials complies with these specifications.

2) Submitted batch materials are unchanged from previously tested batch materials that comply with manufacturer’s quality control (QC) and quality assurance (QA) programs.

3) Submitted batch materials complies with manufacturer’s quality control (QC) and quality assurance (QA) programs as listed on product data and application sheets.

2. Materials required by these specifications and not listed in Coating Categories are subject to certification and testing in accordance with this Section.

3. Provide compatible…