Amend 0008 W912EF21R0015.pdf

W68SBV11532941

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

CONSTRUCTION PROEJCT: McNary Intake Gates and Isophase Bus Systems

The purpose of this amendment is to incorporate the changes outlined below .

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 20-Aug-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EF21R0015

X 9B. DATED (SEE ITEM 11)

16-Jun-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2021

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF21R0015

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

Summary of Changes for McNary Intake Gates and Isophase Bus Systems (McDouble)

W912EF21R0015 Amendment 0008

SECTION 00 10 00 - SOLICITATION

• The required response date/time has changed from 26-Aug-2021 04:00 PM to 09-Sep-2021 04:00 PM.

Specifications:

09 97 02.13 26 1 12 16.00 26 PAINTING – HYDRAULIC STRUCTURES

• 1.9.1: Removed the word “no” from 2nd sentence. Quality control personnel can be assigned to more than one task…

Drawings:

Volume 1:

No changes Volume 2:

No changes

W912EF21R0015

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 26-Aug-2021 04:00 PM to 09-Sep-2021 04:00 PM.

McNary Intake Gates and Isophase Bus Systems (McDouble) W912EF21R0015 amend 0008

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 12 16.00 26 WORK SEQUENCE

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 91 00.00 26 SYSTEMS TESTING AND COMMISSIONING

DIVISION 03 - CONCRETE

03 60 00.01 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND

MINOR EQUIPMENT FOUNDATIONS

DIVISION 05 - METALS

05 00 00.01 26 INTAKE GATE STRUCTURE REHABILITATION

05 05 23.17 26 WELDING (STEEL), FABRICATION, AND MACHINE WORK

05 50 03.01 26 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS

05 50 04.01 26 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED

ITEMS

05 56 09.00 26 INTAKE GATE SEALS

DIVISION 09 - FINISHES

09 97 02.13 26 PAINTING - HYDRAULIC STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS FOR ISOPHASE

SYSTEMS

26 05 01.00 26 BASIC ELECTRICAL MATERIALS AND METHODS FOR INTAKE GATES

26 05 19.00 26 INSULATED WIRE AND CABLE FOR ISOPHASE SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

26 05 19.01 26 INSULATED WIRE AND CABLE FOR INTAKE GATES

26 05 26.00 26 GROUNDING AND GROUND TESTING

26 05 33.00 26 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 25 01.00 26 BUS STRUCTURES AND INSTRUMENT TRANSFORMERS

26 42 14.01 26 CATHODIC PROTECTION BY SACRIFICIAL ANODES

DIVISION 33 - UTILITIES

33 56 53.00 26 REHABILITATION OF OIL STORAGE TANKS

33 75 10.00 26 HIGH VOLTAGE GROUP-OPERATED DISCONNECT SWITCHES AND

GROUNDING SWITCHES

33 78 26.00 26 HIGH VOLTAGE SURGE ARRESTERS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.14 26 HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES

35 05 40.15 26 HYDRAULIC FLUID

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13.96 26 WELDING: PIPING AND PRESSURIZED SYSTEMS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.75 26 NEW SUPPORT BEAMS

DIVISION 48 - ELECTRICAL POWER GENERATION

48 19 23.60 26 (OPTIONAL) CLASS II GSU POWER TRANSFORMER OIL DRAINING

AND FILLING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 02.13 26

PAINTING - HYDRAULIC STRUCTURES

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY CONTROL MANUAL

1.5 COATING THICKNESS GAGE QUALIFICATION

1.6 SAMPLING AND TESTING

1.7 SAFETY, HEALTH, AND ENVIRONMENTAL REQUIREMENTS

1.7.1 Safety

1.7.1.1 Abrasive Blasting

1.7.1.2 Workers Other Than Blasters

1.7.1.3 Cleaning Before and After Abrasive Blasting

1.7.1.4 Pretreatment of Metals and Concrete with Acids

1.7.1.5 Paint Mixing

1.7.1.6 Confined Spaces

1.7.1.7 Paint Spraying

1.7.1.8 Explosion Proof Equipment

1.7.1.9 Further Precautions

1.7.1.10 Ignition Sources

1.7.2 Health

1.7.2.1 Air Monitoring

1.7.2.2 Medical Status

1.7.2.3 Change in Medical Status

1.7.3 Environmental Protection

1.7.3.1 Waste Classification, Handling, and Disposal

1.7.3.2 Containment

1.7.3.3 Visible Emissions Monitoring

1.7.3.4 PM-10 Monitoring

1.7.3.5 TSP Monitoring

1.7.3.6 Water Quality

1.8 PAINT PACKAGING, DELIVERY, AND STORAGE

1.9 QUALIFICATIONS

1.9.1 Quality Control Personnel

1.9.2 Certified Environmental, Health, and Safety Professionals

1.9.3 Qualified Painting Contractor

1.9.4 Qualified Paint Applicator

1.9.5 Test Plate

1.9.6 Certification Test Procedure

1.9.7 Certification Criteria

1.10 AMBIENT CONDITIONS

1.11 WARRANTY

PART 2 PRODUCTS

2.1 PAINT FORMULAS

2.1.1 Formula V-766e

2.1.2 Formula VZ-108D

SECTION 09 97 02.13 26 Page 1

2.2 INGREDIENTS FOR SPECIAL PAINT FORMULAS

2.2.1 Pigments and Suspending Agents

2.2.1.1 Carbon Black

2.2.1.2 Zinc Dust

2.2.1.3 Iron Oxide

2.2.1.4 Titanium Dioxide

2.2.1.5 Suspending Agent E

2.2.1.6 Suspending Agent F

2.2.2 Resins, Plasticizer, and Catalyst

2.2.2.1 Plasticizer

2.2.2.2 Vinyl Resin, Type 3

2.2.2.3 Vinyl Resin, Type 4

2.2.2.4 Ortho-phosphoric Acid

2.2.3 Silane B

2.3 SOLVENTS AND THINNERS

2.3.1 Methanol

2.3.2 Methyl Ethyl Ketone

2.3.3 Methyl Isobutyl Ketone

2.3.4 Methyl Isoamyl Ketone

2.3.5 Toluene

2.4 CERL TESTING OF

2.4.1 Chromatographic Analysis

2.4.2 Vinyl Paints

PART 3 EXECUTION

3.1 CLEANING AND PREPARATION OF SURFACES TO BE PAINTED

3.1.1 General Requirements

3.1.2 Ferrous Surfaces Subject to Severe Exposure

3.1.3 Non-Ferrous Metal Surfaces

3.2 PAINT APPLICATION

3.2.1 General

3.2.2 Mixing and Thinning

3.2.3 Atmospheric and Surface Conditions

3.2.4 Time Between Surface Preparation and Painting

3.2.5 Method of Paint Application

3.2.6 Coverage and Film Thickness

3.2.6.1 General

3.2.6.2 Measurement on Ferrous Metal

3.2.6.3 Measurements on Nonferrous Metal

3.2.7 Progress of Shop and Field Painting Work

3.2.8 Contacting Surfaces

3.2.9 Drying Time Prior to Immersion

3.2.10 Protection of Painted Surfaces

3.2.11 Vinyl Paints

3.2.11.1 General

3.2.11.2 Vinyl Zinc-Rich Primer

3.2.11.3 Repair of Vinyl Coating Defects

3.3 PAINT SYSTEMS APPLICATION

3.3.1 Fabricated and Assembled Items

3.3.2 Surface Preparation

3.3.3 System No. 4

3.3.4 System No. 5-E-Z

3.3.5 System 16-A

3.3.6 Protection of Nonpainted Items and Cleanup

3.4 INSPECTION REPORTS

3.5 PAINTING SCHEDULES

3.6 TOUCH UP PAINT

SECTION 09 97 02.13 26 Page 2

-- End of Section Table of Contents --

SECTION 09 97 02.13 26 Page 3

SECTION 09 97 02.13 26

PAINTING - HYDRAULIC STRUCTURES

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This SECTION covers the requirements for applying paints and coatings to new and existing components, including, but not limited to, the intake gate, seal clamp bars, support beams, and hydraulic cylinders.

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.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 420 (2010) Certification Standard for Shop Application of Complex Protective Coating Systems

ASTM INTERNATIONAL (ASTM)

ASTM D1045 (2019) Standard Test Methods for Sampling and Testing Plasticizers Used in Plastics

ASTM D1152 (2006; R 2012) Methanol (Methyl Alcohol)

ASTM D1153 (2012) Methyl Isobutyl Ketone

ASTM D1200 (2010; R 2014) Viscosity by Ford Viscosity Cup

ASTM D1210 (2005; R 2014) Fineness of Dispersion of Pigment-Vehicle Systems by Hegman-Type Gage

ASTM D153 (1984; R 2014) Specific Gravity of Pigments

ASTM D281 (2012; R 2016) Standard Test Method for Oil Absorption of Pigments by Spatula Rub-Out

ASTM D2917 (2007; R 2013) Methyl Isoamyl Ketone

ASTM D3465 (2014) Standard Test Method for Purity of Monmeric Plasticizers by Gas Chromatography

ASTM D3721 (2005; R 2011) Synthetic Red Iron Oxide Pigment

ASTM D4228 (2005; R 2017) Standard Practice for Qualification of Coating Applicators for Application of Coatings to Steel Surfaces

SECTION 09 97 02.13 26 Page 4

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

ASTM D520 (2000; R 2011) Zinc Dust Pigment

ASTM D561 (1982; R 2014) Carbon Black Pigment for Paint

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

ASTM D740 (2011) Methyl Ethyl Ketone

ASTM D841 (2019) Standard Specification for Nitration Grade Toluene

ASTM E1347 (2006; R 2020) Standard Test Method for Color and Color Difference Measurement by Tristimulus (Filter) Colorimetry

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2015) Occupational and Educational Personal Eye and Face Protection Devices

ANSI/ISEA Z358.1 (2014) American National Standard for Emergency Eyewash and Shower Equipment

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement

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 50 National Primary and Secondary Ambient Air Quality Standards

40 CFR 50.6 National Primary and Secondary Ambient Air Quality Standards for PM10

SECTION 09 97 02.13 26 Page 5

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

40 CFR 58 Ambient Air Quality Surveillance

40 CFR 60 Standards of Performance for New Stationary Sources

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 Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 262.22 Number of Copies

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

49 CFR 171 General Information, Regulations, and Definitions

MASTER PAINTERS INSTITUTE (MPI)

MPI 9 (2012) Alkyd, Exterior Gloss (MPI Gloss Level 6)

MPI 23 (2012) Primer, Metal, Surface Tolerant

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

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

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

RCSC S348 (2014; Errata 2015) RCSC Specification for Structural Joints Using High-strength Bolts

SECTION 09 97 02.13 26 Page 6

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 17 (2012; E 2012) Procedure for Determining Conformance to Steel Profile/Surface Roughness/Peak Count Requirements

SSPC Guide 6 (2015) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations

SSPC PA 2 (2015; E 2018) Procedure for Determining Conformance to Dry Coating Thickness Requirements

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

SSPC QP 3 (2010) Standard Procedure for Evaluating Qualifications of Shop Painting Applicators

SSPC SP 1 (2015) Solvent Cleaning

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

SSPC SP 16 (2010) Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 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:

NOTE: For all submittals to be reviewed by the Hydroelectric Design Center, so indicated by a "G HDC" designation, submittals and cover sheets and forms must be sent via FTP or e-mail in Adobe Acrobat .pdf format, in addition to meeting all requirements of Section 01 33 00, SUBMITTAL

PROCEDURES.

SD-01 Preconstruction Submittals

Quality Control Manual (QCM); G HDC

Safety, Health, And Environmental Requirements; G SO

Safety Plan; G SO

Ventilation Assessment Plan; G SO

SECTION 09 97 02.13 26 Page 7

Confined Spaces Plan; G SO

Respiratory Protection Plan; G SO

Medical Surveillance Plan; G SO

Air Monitoring Test Plan; G SO

Worker Protection Plan; G SO

Environmental Protection Plan; G ECC

Waste Disposal Plan; G ECC

Waste Manifest; I ECC

Containment Plan; G ECC

Visible Emissions Monitoring Plan; G ECC

Pm-10 Monitoring Plan; G ECC

TSP Monitoring Plan; G ECC

Water Quality Plan; G ECC

SD-03 Product Data

Paint Formulas; G HDC

Solvents and Thinners; G HDC

SD-04 Samples

Paint Formulas; G HDC

Solvents and Thinners; G HDC

SD-06 Test Reports

Inspection Reports; G ECC

Medical Status Report; G SO

Change In Medical Status Report; G SO

Pm-10 Test Report; G ECC

TSP Test Report; G ECC

Air Monitoring Test Report; G ECC

Airborne Sampling Plan; G ECC

SD-07 Certificates

Certified EHS Professional; G ECC

Coating Thickness Gage Qualification; G HDC

SECTION 09 97 02.13 26 Page 8

Qualified Paint Applicator; G HDC

Quality Control Personnel; G HDC

Qualified Painting Contractor; G HDC

1.4 QUALITY CONTROL MANUAL

Before the start of work, the fabricator is to supply a Quality Control Manual (QCM) to the Government for approval. The QCM will clearly address differences between the Quality Management System (QMS) and with these Specifications. These Specifications will govern between any discrepancies. The QCM will include, at a minimum, the following items in addition to the requirements outlined in the joint AISC 420/SSPC QP 3 Quality Management System Standard for Coatings Application:

a. Inspection plan.

b. Method for verification of accuracy of inspection measuring and test equipment.

c. Nonconformance control procedures.

d. Corrective action procedures.

e. Coating defect repair procedures.

f. Handling, storage and delivery of product and materials

1.5 COATING THICKNESS GAGE QUALIFICATION

Submit Coating Thickness Gage Qualification documentation of manufacturer's certification for all coating thickness gages. Use magnetic flux thickness gages as described in ASTM D7091 to make all coating thickness measurements on ferrous metal substrates. Use eddy current thickness gages as described in ASTM D7091 to measure coating thickness on all nonferrous metal substrates. Gages to be used on the job must have an accuracy of 3 percent or better and be certified by the manufacturer as meeting this requirement.

1.6 SAMPLING AND TESTING

Allow at least 30 days for sampling and testing. Sampling may be at the jobsite or source of supply. Notify the Contracting Officer (CO) when the paint and thinner are available for sampling. Sampling of each batch will be witnessed by a Government representative unless otherwise specified or directed. 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. Submit a 1-quart product samples of paint and thinner for each batch proposed for use. Label the sample to indicate formula or specification number and nomenclature, batch number, batch quantity, color, date made, and applicable project Contract number.

Test all paint formulas at U.S. Army Construction Engineering Research Laboratory (CERL). Testing will be performed by the Government. Costs associated with sampling and shipping are to be borne by the Contractor.

Costs for retesting rejected material will be deducted from payments to the Contractor at the rate of $500 for each paint sample retested and $500 for each thinner retested. Send all paint formulas to be tested to:

SECTION 09 97 02.13 26 Page 9

U.S. Army Construction Engineering Research Laboratory ATTN: Brooke Divan 2902 Newmark Dr.

Champaign, IL 61826-9005

1.7 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.

1.7.1 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.

1.7.1.1 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.

1.7.1.2 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.

1.7.1.3 Cleaning Before and After Abrasive Blasting

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

1.7.1.4 Pretreatment of Metals and Concrete with Acids

Personnel shall be protected in accordance with 29 CFR 1910, Subpart I. In addition to the requirements of Section 05 of EM 385-1-1, provide an

SECTION 09 97 02.13 26 Page 10 eyewash in accordance with ANSI/ISEA Z358.1, paragraph (6).

1.7.1.5 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

1.7.1.6 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.

1.7.1.7 Paint Spraying

Submit a comprehensive written Respiratory Protection Plan in accordance

SECTION 09 97 02.13 26 Page 11 with 29 CFR 1910.134, 29 CFR 1926.62, and Section 05.G 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.

The Respiratory Protection Plan shall also address rolling or brushing painting operations that take place in the McNary Gate Repair Pit.

1.7.1.8 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.

1.7.1.9 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.

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1.7.1.10 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.

1.7.2 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.

1.7.2.1 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.

1.7.2.2 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.

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(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.

(5) For lead-based paint removal, the medical requirements of 29 CFR 1926.62 shall also be included. Prepare and submit a Worker Protection Plan in accordance with the requirements of 29 CFR 1926.62, addressing all necessary aspects of worker protection and including activities emitting lead, means to achieve compliance, alternative technologies considered, air monitoring program, implementation schedule, work practice program, administrative controls, multi-Contractor site arrangements, and jobsite inspections.

1.7.2.3 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.

1.7.3 Environmental Protection

In addition to the requirements of Section 01 57 20.00 28 ENVIRONMENTAL PROTECTION, prepare an Environmental Protection Plan incorporating the submittals for Water Quality Plan, Containment Plan, Waste Disposal 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.

1.7.3.1 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.

Waste generated from abrasive blasting, lead-containing paints with recyclable steel or iron abrasives shall be disposed of as a hazardous

SECTION 09 97 02.13 26 Page 14 waste or shall be stabilized with proprietary pre-blast additives regardless of the results of 40 CFR 261 App II, Mtd 1311. Where stabilization is preferred, employ a proprietary blast additive, that has been blended with the blast media prior to use. Place hazardous waste in properly labeled, closed containers shielded adequately to prevent dispersion of the waste by wind or water. Any evidence of improper storage shall be cause for immediate shutdown of the project until corrective action is taken. Store nonhazardous waste in closed containers separate from hazardous waste storage areas. All hazardous waste shall be transported by a licensed transporter in accordance with 40 CFR 263 and 49 CFR 171, Subchapter C. Transport all nonhazardous waste in accordance with local regulations regarding waste transportation. In addition to the number of copies required by 40 CFR 262.22, supply one copy of each Waste Manifest to the Contracting Officer prior to transportation. Contractor must comply with additional disposal requirements of Section 01 57 20.00 28

ENVIRONMENTAL PROTECTION.

1.7.3.2 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, 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.

1.7.3.3 Visible Emissions Monitoring

Prepare a Visible Emissions Monitoring Plan including the provisions for halting work and correcting the containment in the event unacceptable emissions are observed. General statements shall not be used; specific methods, procedures, and details are required. Measure the time of emissions in accordance with 40 CFR 60, App A, Mtd 22. Monitor visible emissions for not less than 15 minutes of every hour. Calculate visible emissions for each hour by extrapolation. In no case shall visible emissions extend greater than 150 feet in any direction horizontal from the containment. In no case shall visible emissions be observed in the area of any sensitive receptor. If such emissions occur the job shall be shut down immediately and corrective action taken. Notify the foreman whenever visible emissions exceed 40 seconds in a 1 hour period. The foreman shall be notified and the job shall be shut down and corrective action taken whenever visible emissions exceed 75 seconds in a 2 hour period. Total observed visible emissions from the containment shall not exceed 1 percent of the work day. Shutdown and corrective action shall be taken to prevent such an occurrence. Document each time that the work is halted due to a violation of the visible emissions criteria. Documentation shall include the cause for shutdown and the corrective action taken to resolve the problem.

1.7.3.4 PM-10 Monitoring

Prepare and submit a PM-10 Monitoring Plan for monitoring emissions of particulate matter 10 microns or less in size (PM-10). The plan shall

SECTION 09 97 02.13 26 Page 15 comply with the requirements of EPA regulation 40 CFR 50.6 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, a minimum of two PM-10 monitors shall be used 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 PM-10 monitoring. The preproject PM-10 monitoring shall be conducted a minimum of 2 weeks prior to the beginning of the project. The monitoring shall continue for a minimum of 3 days to establish background levels. Submit a PM-10 Test Report to the Contracting Officer within 48 hours, which includes:

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.

1.7.3.5 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). Conduct TSP-lead monitoring in accordance with 40 CFR 50, App B. When the project is in an area where

SECTION 09 97 02.13 26 Page 16 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.

1.7.3.6 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

SECTION 09 97 02.13 26 Page 17 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.

1.8 PAINT PACKAGING, DELIVERY, AND STORAGE

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, must be packaged in standard containers not larger than 5 gal, with removable friction or lug-type covers. Containers for vinyl-type paints must be lined with a coating resistant to solvents in the formulations and capable of effectively isolating the paint from contact with the metal container. Each container of paint or separately packaged component thereof must 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 must be delivered to the job in unbroken containers.

Paints that can be harmed by exposure to cold weather must be stored in ventilated, heated shelters. All paints must be stored under cover from the elements and in locations free from sparks and flames.

1.9 QUALIFICATIONS

Comply with the following for qualifications and experience.

1.9.1 Quality Control Personnel

Quality Control personnel are to be certified by SSPC as a Protective Coating Inspector level 2 or NACE Coating Inspection Personnel level 2.

Quality control personnel can be assigned to more than one task, provided they are qualified and able to fully perform the duties of each position.

Individual(s) responsible for quality assurance/quality control may not serve as or report to production management. If the ability of QC is in doubt, the Government reserves the right to have QC personnel removed from the project.

1.9.2 Certified Environmental, Health, and Safety 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 EM 385-1-1, Section 01 to develop the required safety and health submittal and to provide onsite safety and health services during the contract period. The person must 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 must have successfully completed an EPA or state accredited lead-based paint abatement Supervisor course specific to the work to be performed and

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G4EDDMTJ

Line possess current and valid state and/or local government certification, as required.

1.9.3 Qualified Painting Contractor

a. Provide a certified SSPC QP 1 Painting Contractor for field applications.

b. Provide a certified SSPC QP 3 or AISC Sophisticated Paint Endorsement for shop applied coatings.

1.9.4 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 coating applicators must be tested and certified as meeting the requirements of ASTM D4228. Certification must be administered by an authorized government representative. Applicators failing the certification procedure will not be permitted to apply any paint on the project.

1.9.5 Test Plate

Use a 6 by 6 feet steel plate with a 3/8 inch minimum thickness as the test plate. Provide at least six bolts, three with bolt heads exposed and three with threads exposed, a 12-inch wide 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 of the test plate. Use 1 inch minimum diameter bolts. Do not alter the test plate design without prior approval from the Government.

1.9.6 Certification Test Procedure

Conduct certification testing of paint applicators at the job site in coordination with the CO. Only one applicator is permitted to test an individual panel. 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. Provide paints and materials to be applied that have been previously tested and approved for use on the Contract. Apply paints as specified in the Contract. The painter being tested is required to mix and thin the paints to be used in the test and set up and adjust the application equipment for use. Apply each of the types of paint comprising the specified system by each painter. Paint the test plate in a near vertical position.

1.9.7 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 Government Representative will be the sole judge as to the acceptability of each paint applicator's performance. If during production painting the painter's ability is brought into question, the Government reserves the right to remove the painter from the project.

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1.10 AMBIENT CONDITIONS

Paint must be applied in accordance with the manufacturers written instructions or to the special requirements…