AMENDMENT 0004 W912P621R0010 CHICAGO HBR LOCK CHAMBER FLOOR AND WALL REPAIR.pdf

W81G6610966491

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

REFERENCE: REQUEST FOR PROPOSALS (RFP) NO. W912P621R0010, CHICAGO HARBOR LOCK CHAMBER FLOOR AND WALL REPAIR, CHICAGO, COOK COUNTY, ILLINOIS

A. The Proposal Due Date is unchanged. The Proposal Due Time is changed by this Amendment. Therefore, proposals are due prior to 1:00 p.m. (Central Time) on September 7, 2021. -For further details regarding offer and evalutation information, please refer to Solictation Section 00 21 16 - Instructions to Proposers.

-- THIS AMENDMENT CONTINUES ON THE FOLLOWING PAGE --

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 01-Sep-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 W912P621R0010

X 9B. DATED (SEE ITEM 11)

30-Jul-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

01-Sep-2021

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P621R0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

B. AMENDED SPECIFICATION SECTIONS: The following Specification Sections have been revised. The revised sections are enclosed hereunder and replace the previously furnished sections.

SECTION 05 50 15, Civil Works Fabrication o Paragraph 2.2.5 – Added reference for check post finishes

SECTION 09 97 02, Painting Hydraulic Structures o Paragraph 3.3.5 – Added requirement for newly installed Check Posts to be painted and finished o Paragraph 3.5 – Included paint requirements for Check Posts

C. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries.

INQUIRY 1: The contract documents do not include enough details to properly price the check posts and hand railings. Please provide cut sections for these metal fabrications and advise what type of material, alloy, and finish are required.

USACE RESPONSE INQUIRY 1: Price bid item for railings as written in specifications Section 05 50 15, Paragraph 2.2.2. See drawings for additional railing sections and layout. Price bid item for checkposts as written in specifications Section 05 50 15, Paragraph 2.2.5. See reference drawings for additional checkpost sections and layout.

INQUIRY 2: The use of glass fibers in concrete can be problematic as they are less resistant to high alkali levels and are difficult to use. Additionally, glass fibers are usually damaged during mixing which reduces the affective fiber count when compared to fibers made of other materials. As such, would the USACE allow for the use of synthetic fibers in place of glass fibers?

USACE RESPONSE INQUIRY 2: See USACE Response in Amendment No. 0002.

INQUIRY 3. On sheet CS-301 note 3, please clarify that we are to assume the existing concrete slab thickness in 8 ½ FEET thick.

USACE RESPONSE INQUIRY 3: See USACE Response in Amendment No. 0002.

INQUIRY 4: Can the USACE clarify the available amperage for the 120v and 480v power near the staging area that is referenced in the response to Inquiry 23 from Amendment 2?

USACE RESPONSE INQUIRY 4: Attached is a photo of the equipment near the staging area (at the parking lot). USACE does not guarantee the contractor may utilize the power here, but it may be coordinated after award. The photo follows on the next pages

INQUIRY 5: Base RFP (893 pages, page 70) and the 1st amendment (131 pages) include a reference to schedule duration in section 52.2.11-10 “Commencement, prosecution, and completion of work”. Work starts 11/16/2022 and completes 4/14/2026, so at least 1,289 days duration after work start (same as NTP?)? However, Amendment 1 (2nd snapshot below) adds 365 days each for Options 1 & 2 = +730 days to base work of 945 days for 1,675 days. Which duration is correct, or is USACE accounting for 1,675 – 1,289 = 386 days from 10/1/2021 (Award date)?

USACE RESPONSE INQUIRY 5: The base project duration (Period of Performance) commences after Notice to Proceed (NTP) has been acknowledged (predicted October 2021). Base project duration is 945 calendar days from NTP acknowledgment and the contact duration (Period of Performance) will be increased as specified if additional options are awarded. Regardless of the Period of Performance, all construction work within the project work limits will be performed within the dates specified (Nov 16 thru April 14) and will be completed in its entirety on 4-14-2026.

INQUIRY 6: Due to the Proposal Due Date being on September 7th, the Tuesday following Labor Day, we are requesting that the Proposal Due Time be changed from 9:00 a.m. CST to 4:30 p.m. CST.

USACE RESPONSE INQUIRY 6: By this amendment no. 0004, the proposal due time has changed.

Proposals are due prior to 1:00 p.m. (Central Time) on September 7, 2021. To achieve an end of fiscal year award, an extension beyond 1:00 p.m. (Central Time) on September 7, 2021 will not be considered.

INQUIRY 7: The bid time was moved up to 9AM on September 7th. With labor day falling on September 6th, can the GOV please advise if the bid can be extended to the original 4:30 PM on September 7th? Or 9AM September 8th?

USACE RESPONSE INQUIRY 7: See USACE response to Inquiry no. 6 of this Amendment no. 0004.

D. CHICAGO HARBOR LOCK PARKING LOT 15KVA TRANSFORMER: This amendment encloses photos of the H-Frame and 15kVA Transformer Data Plate in reference to Contractor’s Inquiry No. 4 via this Amendment No. 0004. The photo follows on the next pages.

E. POINT OF CONTACT: The Point of Contact for this Amendment is Ericka Hillard at ericka.d.hilard@usace.army.mil.

END OF AMENDMENT NO. 0004

(REVISED SPECIFICATIONS AND CHICAGO HARBOR LOCK PARKING LOT 15KVA TRANSFORMER

PHOTOS FOLLOWS ON THE NEXT PAGES)

Chicago Lock Chamber Floor and Wall Repairs W912P621R0010

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 15

CIVIL WORKS FABRICATIONS

05/25

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Fabrication

1.4 ENVIRONMENTAL REQUIREMENTS

PART 2 PRODUCTS

2.1 MISCELLANEOUS METALS AND STANDARD METAL ARTICLES

2.1.1 Structural Steel

2.1.2 Steel Plates

2.1.2.1 Structural

2.1.3 Steel Tubing

2.1.3.1 Structural

2.1.4 Steel Pipes and Pipe Fittings

2.1.4.1 Pipes

2.1.5 Bolts, Nuts, and Washers

2.1.5.1 High-Strength Bolts, Nuts, and Washers

2.1.5.2 Bolts, Nuts, and Washers (Other Than High-Strength)

2.1.5.3 Hook Anchors

2.1.5.3.1 Anchor Bars

2.1.5.3.2 Anchor Nuts and Washers

2.1.6 Welded Headed Shear Studs

2.1.7 Submittals Requirements

2.2 SHOP FABRICATED METAL ITEMS

2.2.1 Steel Bullnose

2.2.2 Railings

2.2.2.1 Materials

2.2.2.2 Fabrication

2.2.3 Recess Frames

2.2.4 Ladders

2.2.5 Check Posts (Bollards)

2.2.6 Cleats

2.2.7 Surface Finishes

2.2.7.1 Galvanizing and Zinc Repair

2.3 TESTS, INSPECTIONS, AND VERIFICATIONS

2.3.1 Nondestructive Testing

2.3.2 Welding Inspections

2.3.2.1 Visual Examination

2.3.2.2 Nondestructive Testing for Welds

2.3.2.3 Supplemental Examination

2.3.3 Welding Repair Plan

PART 3 EXECUTION

SECTION 05 50 15 PAGE 1

AMD#004 - 08/31/21

3.1 GENERAL INSTALLATION REQUIREMENTS

3.2 ANCHORAGE, FASTENINGS, AND CONNECTIONS

3.3 FINISHES

3.3.1 Dissimilar Materials

3.3.2 Field Preparation

-- End of Section Table of Contents --

SECTION 05 50 15 PAGE 2

SECTION 05 50 15

CIVIL WORKS FABRICATIONS

05/25

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

AWS QC1 (2016) Specification for AWS Certification of Welding Inspectors

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A108 (2013) Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A193/A193M (2017) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A194/A194M (2018) Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A27/A27M (2020) Standard Specification for Steel Castings, Carbon, for General Application

SECTION 05 50 15 PAGE 3

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A320/A320M (2017b) Standard Specification for Alloy-Steel and Stainless Steel Bolting for Low-Temperature Service

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A572/A572M (2018) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A924/A924M (2018) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

ASTM D1187/D1187M (1997; E 2011; R 2011) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F3125/F3125M (2015a) Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions

ASTM F436/F436M (2016) Standard Specification for Hardened Steel Washers Inch and Metric Dimensions

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 20 (2002; E 2004) Zinc-Rich Primers (Type I, Inorganic, and Type II, Organic)

SECTION 05 50 15 PAGE 4

SSPC Paint 29 (2002; E 2004) Zinc Dust Sacrificial Primer, Performance-Based

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

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

SD-02 Shop Drawings

Shop Fabricated Metal Items ; G, DT

Fabrication ; G, DT

Welding Repair Plan

SD-03 Product Data

Adhesive Anchors

Cast Steel Check Posts And Cleats ; G, DT

SD-06 Test Reports

Tests, Inspections, And Verifications

SD-07 Certificates

Welder Certifications

Certified Welding Inspector

Weld Inspection Log

Nondestructive Testing Personnel

1.3 QUALITY ASSURANCE

1.3.1 Fabrication

Form miscellaneous metalwork to shape and size, with sharp lines and angles and true curves. Drill and punch producing clean true lines and surfaces. Provide exposed surfaces of work in place with a smooth finish, and unless otherwise approved. Where tight fits are required, mill joints. Cope or miter corner joints, well formed, and in true alignment.

Accurately set work to established lines and elevations and securely fastened in place. Install in accordance with manufacturer's installation instructions and approved drawings, cuts, and details.

Perform welding where required continuously along the entire area of contact except where tack welding is permitted. Do not tack weld exposed

SECTION 05 50 15 PAGE 5

connections of work in place. Grind exposed welds smooth.

Qualify welders, perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M . Use procedures, materials, and equipment of the type required for the work. Submit welder certifications for each welder stating the type of welding and position qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests.

1.4 ENVIRONMENTAL REQUIREMENTS

Do not clean or paint surface when damp or exposed to foggy or rainy weather, when metallic surface temperature is less than five degrees Fahrenheit (F) above the dew point of the surrounding air, or when surface temperature is below 45 degrees F or over 95 degrees F , unless approved by the Contracting Officer.

PART 2 PRODUCTS

2.1 MISCELLANEOUS METALS AND STANDARD METAL ARTICLES

Conform to the respective specifications and other designated requirements for miscellaneous metal materials and standard metal articles. Size as specified or indicated. Where material requirements are not specified, furnish materials suitable for the intended use and subject to approval.

2.1.1 Structural Steel

ASTM A992/A992M Grade 50

2.1.2 Steel Plates

2.1.2.1 Structural

All steel plates used in the fabrication of the ladders and bullnose armor shall be ASTM A572/A572M Grade 50.

2.1.3 Steel Tubing

2.1.3.1 Structural

ASTM A500/A500M , Grade B, and nominal wall thickness as shown.

2.1.4 Steel Pipes and Pipe Fittings

2.1.4.1 Pipes

ASTM A53/A53M, Type E or S, Grade B, nominal size and weight class or outside diameter and nominal wall thickness as shown, ends.

2.1.5 Bolts, Nuts, and Washers

Provide bolts, nuts, and washers of the material, grade, type, class, style and finish indicated or best suited for intended use.

2.1.5.1 High-Strength Bolts, Nuts, and Washers

ASTM F3125/F3125M Grade A325, hot-dip galvanized.

SECTION 05 50 15 PAGE 6

Conduct Rotational-capacity testing for all fastener assemblies in accordance with ASTM F3125/F3125M . Test as an assembly each combination of bolt production lot, nut lot, and washer lot. Assign a rotational-capacity lot number to each combination of lots tested. Test bolts in a industry standard bolt calibrator.

2.1.5.2 Bolts, Nuts, and Washers (Other Than High-Strength)

Bolts and Nuts: ASTM A307, Grade A, hot-dip galvanized or ASTM A320/A320M

Bolts: ASME B18.2.1

Nuts: ASME B18.2.2

Washers:

a. Plain Washers - ASME B18.21.1 , Type B

b. Lock Washer - ASME B18.21.1

c. Beveled Washers - ASTM F436/F436M

2.1.5.3 Hook Anchors

2.1.5.3.1 Anchor Bars

ASTM A193/A193M Gr. B7

2.1.5.3.2 Anchor Nuts and Washers

ASTM A194/A194M for nuts and ASTM F436/F436M for washers.

2.1.6 Welded Headed Shear Studs

ASTM A108

2.1.7 Submittals Requirements

This also applies to SHOP FABRICATED METAL ITEMS. Submit the following:

a. Detail drawings indicating material thickness, type, grade, and class;

dimensions; and construction details. Include in the drawings catalog cuts, erection details, manufacturer's descriptive data and installation instructions, and templates.

b. Lists of materials, and records which identify the disposition of approved material and fabricated items in the work.

2.2 SHOP FABRICATED METAL ITEMS

Conform shop fabricated metal items to the requirements and details as specified or shown.

2.2.1 Steel Bullnose

There are sections where the steel armor has been removed from the chamber wall in phases 1 and 2. Contractor shall design and fabricate steel armor bullnose to replace the missing sections of the armor. Steel bullnose

SECTION 05 50 15 PAGE 7

shall match the dimensions of existing armor and the ends shall align flush with the existing armor sections. The continuous edges of exposed faces must not have a vertical or horizontal distortion from a straight line greater than 0.025 inch/foot of length. Installation tolerance shall be within a 1/4 inch per 10 feet vertical tolerance and a 1/4 inch per 24 feet horizontal tolerance. All installation tolerances shall be "plus" tolerances meaning that no point of the panel shall encroach on the 80 feet clear finished lock width. Tolerances apply before and after plate installation. Make joints between abutting sections square. Grind all welds smooth and flush on lock side of armor plate. No burrs or sharp edges shall be present on lock side of armor plates prior or after to painting. Ease all edges exposed to lock side. All surfaces of lock wall armor plate panel are to be painted as indicated in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES. Include steel bullnose design with the shop fabricated metal items submittal.

2.2.2 Railings

Provide railings as type specified and shown, furnish, and install complete with all fittings, brackets, fasteners, sleeves, anchors, and other appurtenances as shown and as required for proper installation.

Design handrails to resist a minimum concentrated load of 200 lb/ft in any direction at any point of the top of the rail or 50 lb/ft applied in any direction at the top of the rail, whichever is more severe.

Railings shall be designed using a modular rail system allowing for certain sections to be removed for maintenance or operational need. All vertical support posts shall be placed to match all existing vertical support posts and all horizontal members shall match the elevation of existing horizontal members. Deviate only as shown in the drawings.

2.2.2.1 Materials

Steel handrails, including inserts in concrete, provide steel pipe conforming to ASTM A53/A53M. Provide steel railings with two inch nominal size. Hot-dip galvanize railings. Provide pipe collars of hot-dip galvanized steel. Railings and pipe collars must be mill finish. Provide all fasteners of Series 300 stainless steel.

2.2.2.2 Fabrication

Rigid joints in railings must be of threaded, or slip-on fittings assembly. Exposed threads are not permitted on assembled threaded joints.

Use tight fitting slip-on fittings. Provide self-locking, concealed type fasteners for slip-on fittings. Provide aluminum or stainless steel fasteners for aluminum fittings. Provide stainless steel fasteners for steel fittings. Expansion joints in railings must be an outer-sleeved or inner-sleeved slip-joint, with one end of the sleeve secured to one rail and the ends of the adjoining rails separated a minimum of one inch in the installed position. Locate expansion joints in rails near the intersection of rails and posts. Make bends in railings in a manner that railings are not crushed and maintain their original cross-sectional shape. Grind any welds smooth. Provide railings free of burrs, sharp corners, and sharp edges. Install safety chains at any openings in the railing as indicated.

2.2.3 Recess Frames

Fabricate recess frames of structural shapes of the type shown. Grind

SECTION 05 50 15 PAGE 8

welded joints in frames smooth. Anchor frames to supports in the manner shown and not be continuous across contraction or expansion joints. Plates for the recess frame shall be fabricated from ASTM A572/A572M Grade 50 steel.

2.2.4 Ladders

Provide fixed-rail metal and concrete ladders conforming to the requirements of EM 385-1-1 and to details shown. Fabricate ladder rungs as shown of solid-section ASTM A572/A572M Grade 50 steel. Ladder rungs shall be cast into concrete or structurally welded to armor plates as shown. Grind all welds smooth.

2.2.5 Mooring Hooks

Fabricate mooring hooks from steel rods conforming to ASTM A572/A572M grade 50 in accordance with the details and be painted after fabrication.

2.2.5 Check Posts (Bollards)

Check post shall be single bit cast steel conforming to ASTM A27/A27M Grade 70/36 and shall be rated for a safe working load of 50 tons. Check post anchor bolt embedment shall be as per the manufacturer's recommendation but not less than 21 inches. Anchor bolts shall be ASTM F1554 Grade 105. Check posts to be painted in accordance with specification section 09 97 02 PAINTING: HYDRAULIC STRUCTURES.

Match check post design as closely as possible to existing check posts.

Check post selection is subject to government approval prior to installation. Submit product data in cast steel check posts and cleats submittal.

2.2.6 Cleats

Contractor shall replace existing mooring cleats (Red Cleats) with similar cast steel cleats conforming to ASTM A27/A27M Grade 70/36 and shall be rated for a safe working load of 50 tons. Anchor cleats per manufacturer's recommendation. Cleats shall be a similar size as the existing mooring cleats. Submit product data with cast steel check posts and cleats.

2.2.7 Surface Finishes

2.2.7.1 Galvanizing and Zinc Repair

Hot-dip galvanize items specified to be galvanized, when practicable and not indicated otherwise, after fabrication. Galvanize in accordance with ASTM A123/A123M , ASTM A653/A653M , or ASTM A924/A924M , as applicable.

Re-galvanize areas where zinc coatings are destroyed by cutting, welding or other causes. Re-galvanize coatings two ounces or heavier with a suitable low-melting zinc base alloy similar to the recommendations of the American Hot-Dip Galvanizers Association to the thickness and quality specified for the original zinc coating. Repair coatings less than two ounces in accordance with ASTM A780/A780M .

2.3 TESTS, INSPECTIONS, AND VERIFICATIONS

Perform material tests and analyses certified by an approved laboratory to demonstrate that materials are in conformity with the specifications.

SECTION 05 50 15 PAGE 9

These tests and analyses must be performed and certified at the Contractor's expense. Perform tests, inspections, and verifications conforming to the requirements of the particular sections of these specifications for the respective items of work unless otherwise specified or authorized. Conduct tests in the presence of the Contracting Officer if so required. Furnish specimens and samples for additional independent tests and analyses upon request by the Contracting Officer. Properly label specimens and samples and prepare for shipment. Submit certified test reports for materials with all materials delivered to the site.

2.3.1 Nondestructive Testing

When doubt exists as to the soundness of any material part, such part may be subjected to any form of nondestructive testing determined by the Contracting Officer. This may include ultrasonic, magnaflux, dye penetrant, x-ray, gamma ray or any other test that will thoroughly investigate the part in question. The cost of such investigation will be borne by the Government if the part is found to be sound and by the Contractor if the part is found to be defective. Any defects will be cause for rejection; replace and retest rejected parts at the Contractor's expense. Tester shall have at least 5 years experience relevant to the test being performed and shall be have all necessary certifications necessary to perform the tests. Submit Nondestructive Testing Personnel qualifications to the government before any testing.

2.3.2 Welding Inspections

Nondestructive testing of welds will be required. Supplemental examination of any joint or coupon cut from any location in any joint may also be required.

2.3.2.1 Visual Examination

All visual inspection will be conducted in accordance with AWS D1.1/D1.1M , by a Certified Welding Inspector . Document this inspection in the Visual Weld Inspection Log . Submit certificates indicating that certified welding inspectors meet the requirements of AWS QC1.

2.3.2.2 Nondestructive Testing for Welds

Perform as designated or described in the sections of these specifications, the nondestructive testing of shop and field welds covering the particular items of work. Record final nondestructive testing results in the Weld Inspection Log which identifies final NDT inspection of all welds requiring inspection and submit the log.

2.3.2.3 Supplemental Examination

When the soundness of any weld is suspected of being deficient due to faulty welding or stresses that might occur during shipment or erection, the Government reserves the right to perform nondestructive supplemental examinations before final acceptance. The cost of such inspection will be borne by the Government.

2.3.3 Welding Repair Plan

Repair defective welds in accordance with AWS D1.1/D1.1M , Fabrication Clause. Remove defective weld metal to sound metal by use of air carbon-arc or oxygen gouging. Thoroughly clean surfaces before welding.

SECTION 05 50 15 PAGE 10

Retest welds that have been repaired by the same methods used in the original inspection. Except for the repair of members cut to remove test coupons and found to have acceptable welds costs of repairs and retesting will be borne by the Contractor. Submit welding repair plans for steel, prior to making repairs.

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

Install items at locations indicated, according to manufacturer's instructions. Verify all measurements and take all field measurements necessary before fabrication. Exposed fastenings must be compatible materials, generally match in color and finish, and harmonize with the material to which fastenings are applied. Include materials and parts necessary to complete each item, even though such work is not definitely shown or specified. Poor matching of holes for fasteners is cause for rejection. Conceal fastenings where practicable. Thickness of metal and details of assembly and supports provide strength and stiffness. Form joints exposed to the weather to exclude water. Items listed below require additional procedures.

3.2 ANCHORAGE, FASTENINGS, AND CONNECTIONS

Provide anchorage where necessary for fastening miscellaneous metal items securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion anchors, and powder-driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry;

machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood. Do not use wood plugs in any material. Provide non-ferrous attachments for non-ferrous metal. Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied. Conceal fastenings where practicable.

Submit adhesive anchors product data.

3.3 FINISHES

3.3.1 Dissimilar Materials

Where dissimilar metals are in contact, protect surfaces with a coat conforming to SSPC Paint 20 or SSPC Paint 29 to prevent galvanic or corrosive action. Where aluminum is in contact with concrete, plaster, mortar, masonry, wood, or absorptive materials subject to wetting, protect with ASTM D1187/D1187M , asphalt-base emulsion.

3.3.2 Field Preparation

Remove rust preventive coating just prior to field erection, using a remover approved by the rust preventive manufacturer. Provide surfaces, when assembled, free of rust, grease, dirt and other foreign matter.

-- End of Section --

SECTION 05 50 15 PAGE 11

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 02

PAINTING: HYDRAULIC STRUCTURES

06/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SAFETY, HEALTH, AND ENVIRONMENTAL REQUIREMENTS

1.2.1 Safety

1.2.1.1 Abrasive Blasting

1.2.1.2 Workers Other Than Blasters

1.2.1.3 Cleaning Before and After Abrasive Blasting

1.2.1.4 Paint Mixing

1.2.1.5 Paint Spraying

1.2.1.6 Explosion Proof Equipment

1.2.1.7 Further Precautions

1.2.1.8 Ignition Sources

1.2.2 Health

1.2.2.1 Air Monitoring

1.2.2.2 Medical Status

1.2.2.3 Change in Medical Status

1.2.3 Environmental Protection

1.2.3.1 Waste Classification, Handling, and Disposal

1.3 SUBMITTALS

1.4 QUALIFICATIONS

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

1.4.2 Coating Thickness Gage Qualification

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 AMBIENT CONDITIONS

PART 2 PRODUCTS

2.1 SPECIAL PAINT FORMULAS

2.2 PAINT FORMULATIONS

2.2.1 Formula V-102e

2.2.2 Formula V-106d

2.2.3 Formula V-766e

2.2.4 Formula V-103C

2.2.5 Formula VZ-108d

2.3 INGREDIENTS FOR SPECIAL PAINT FORMULAS

2.3.1 Pigments and Suspending Agents

2.3.1.1 Aluminum Powder

2.3.1.2 Carbon Black

2.3.1.3 Zinc Dust

2.3.1.4 Iron Oxide

2.3.1.5 Titanium Dioxide

2.3.1.6 Suspending Agent E

2.3.1.7 Suspending Agent F

2.3.2 Resins, Plasticizer, and Catalyst

2.3.2.1 Plasticizer

SECTION 09 97 02 PAGE 1

2.3.2.2 Vinyl Resin, Type 3

2.3.2.3 Vinyl Resin, Type 4

2.3.2.4 Ortho-phosphoric Acid

2.3.3 Solvent and Thinners

2.3.3.1 Methanol

2.3.3.2 Methyl Ethyl Ketone

2.3.3.3 Methyl Isobutyl Ketone

2.3.3.4 Methyl Isoamyl Ketone

2.3.3.5 Toluene

2.3.4 Silane B

2.3.5 Propylene Oxide

2.4 TESTING

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 Damp and Wet Ferrous Metal Surfaces

3.2 PAINT APPLICATION

3.2.1 General

3.2.2 Mixing and Thinning

3.2.3 Time Between Surface Preparation and Painting

3.2.4 Method of Paint Application

3.2.5 Coverage and Film Thickness

3.2.5.1 Measurement on Ferrous Metal

3.2.6 Progress of Painting Work

3.2.7 Contacting Surfaces

3.2.8 Drying Time Prior to Immersion

3.2.9 Protection of Painted Surfaces

3.2.10 Vinyl Paints

3.2.10.1 General

3.2.10.2 Vinyl Zinc-Rich Primer

3.2.10.3 Vinyl Paints

3.3 PAINT SYSTEMS APPLICATION

3.3.1 Fabricated and Assembled Items

3.3.2 Surface Preparation

3.3.3 System No. 5-E-Z

3.3.4 Protection of Nonpainted Items and Cleanup

3.3.5 Ladder and Bollard Safety Yellow Top Coat

3.4 INSPECTION

3.5 PAINTING SCHEDULES

-- End of Section Table of Contents --

SECTION 09 97 02 PAGE 2

SECTION 09 97 02

PAINTING: HYDRAULIC STRUCTURES

06/10

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D1045 (2014) 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 D476 (2015) Dry Pigmentary Titanium Dioxide Pigments

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

SECTION 09 97 02 PAGE 3

to Ferrous Metals and Nonmagnetic, Nondestructive Coatings Applied to Non-Ferrous Metals

ASTM D740 (2011) Methyl Ethyl Ketone

ASTM D841 (2017) Standard Specification for Nitration Grade Toluene

ASTM D962 (1981; R 2014) Aluminum Powder and Paste Pigments for Paints

ASTM E1347 (2006; R 2011) Color and Color Difference Measurement by Tristimulus (Filter) Colorimetry

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

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

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

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

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 36 (2006) Two-Component Weatherable Aliphatic Polyurethane Topcoat, Performance-Based

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

SSPC SP 1 (2015) Solvent Cleaning

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

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

SECTION 09 97 02 PAGE 4

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 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

1.2 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 .

1.2.1 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.

1.2.1.1 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.

1.2.1.2 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

SECTION 09 97 02 PAGE 5

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.

1.2.1.3 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).

1.2.1.4 Paint Mixing

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

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

1.2.1.5 Paint Spraying

Submit a comprehensive written Respiratory Protection Plan in accordance 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.

1.2.1.6 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

SECTION 09 97 02 PAGE 6

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.

1.2.1.7 Further Precautions

Workers must wear nonsparking safety shoes.

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.

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.

1.2.1.8 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.

1.2.2 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.

1.2.2.1 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.

SECTION 09 97 02 PAGE 7

1.2.2.2 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.

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

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

1.2.2.3 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.

1.2.3 Environmental Protection

In addition to the requirements of Section 01 57 20.01 03 ENVIRONMENTAL PROTECTION FOR ILLINOIS, prepare an Environmental Protection Plan

SECTION 09 97 02 PAGE 8

incorporating the submittals for Water Quality Plan, Containment Plan, Waste Disposal Plan, Soil Quality Plan, TSP Monitoring Plan, PM-10 Monitoring Plan, and Visible Emissions Monitoring Plan. The submitted plan shall also address all aspects of establishing and demarcating regulated areas, ventilation/containment system performance verification, and reporting of accidental releases. Comply with the following environmental protection criteria.

1.2.3.1 Waste Classification, Handling, and Disposal

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

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

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Respiratory Protection Plan ; G,CN,SO

Airborne Sampling Plan ; G,CN,SO

Medical Surveillance Plan ; G,CN,SO

SD-03 Product Data

Manufacturer's Product Data Sheet ; G, DT

SD-04 Samples

Paint Samples ; G,CN

SD-06 Test Reports

Inspection Reports

Medical Status Report

Change in Medical Status Report

Air Monitoring Test Plan ; G,CN,SO

Air Monitoring Test Report

SD-07 Certificates

Certified EHS Professional

Coating Thickness Gage Qualification

SECTION 09 97 02 PAGE 9

1.4 QUALIFICATIONS

Qualifications and experience shall comply with the following.

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

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

1.4.2 Coating Thickness Gage Qualification

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

1.5 DELIVERY, STORAGE, AND HANDLING

Process and package paints to ensure that within a period of one year from date of…