Attachment 2 Statement of Work_Specification.pdf

PDF 1 MB Posted Jul 10, 2023

Attached to: Dock-Side: USCGC CAMPBELL FY24 DS Federal contract opportunity
Solicitation number: 70Z080-23-Q-MECP0021
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Dec 21, 2023

This solicitation is for dock-side repairs and maintenance to be performed on the USCGC CAMPBELL during Fiscal Year 2024. Work includes cleaning and inspecting heat exchangers, exhaust piping, lube oil systems, potable water tanks, and more. Offerors should have experience with ship repair, cleaning operations, and Coast Guard cutter maintenance. The closing date for proposals is February 15, 2023, with an anticipated award date of March 15, 2023 and period of performance from April 1-September 30, 2024. The soliciting agency is the Department of Homeland Security United States Coast Guard.

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Other files for this federal contract opportunity

Other files attached to Dock-Side: USCGC CAMPBELL FY24 DS, newest first.
File	Type	Posted
Amendment 0001.pdf	PDF	Jul 19, 2023
0001 page 2 CAMPBELL DS FY24.pdf	PDF	Jul 19, 2023
Attachment 1 Schedule of Services.xls	XLS spreadsheet	Jul 10, 2023
70Z080-23-Q-MECP0021.pdf	PDF	Jul 10, 2023

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USCGC CAMPBELL (WMEC 909)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2024

Developed By: Allison J Waters

(Rev-0, 20 April 2023)

USCGC CAMPBELL (WMEC-270B) DOCKSIDE AVAILABILITY FY2024

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Seawater Heat Exchangers, Clean, Inspect And Hydro WORK ITEM 2: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 3: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 4: Lube Oil Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 5: Chill Water System, Clean and Flush WORK ITEM 6: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 7: Hot Water Accumulator Tanks, Clean and Inspect WORK ITEM 8: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift WORK ITEM 9: Steering Gear, General, Overhaul WORK ITEM 10: Fin Stabilizers (General), Inspect and Repair WORK ITEM 11: Sewage Discharge and Transfer Pumps, Renew WORK ITEM 12: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 13: Sewage Holding Tanks, Clean and Inspect WORK ITEM 14: Sewage Piping, Clean and Flush WORK ITEM 15: Tanks, Grey Water Holding, Preserve, Partial WORK ITEM 16: Tanks (Sewage Holding), Preserve, Partial WORK ITEM 17: 400 Hz Motor-Generator Set Controller, Replace WORK ITEM 18: Oily Water Separator Potable Water Supply, Modify WORK ITEM 19: Joiner Bulkhead Panel, Renew WORK ITEM 20: Watertight Doors and Scuttles, External, Renew WORK ITEM 21: Ventilation Ducting, Renew WORK ITEM 22: Watertight Hatch, Internal DC Deck and Below, Renew WORK ITEM 23: Watertight Hatch, External, Renew WORK ITEM 24: Tank Vent Piping, Renew WORK ITEM 25: Watertight Doors and Scuttles, Internal, DC Deck and Below, Renew WORK ITEM 26: Watertight Doors and Scuttles, External, Renew WORK ITEM 27: One-Step Deck Covering and Deck Plating, Renew WORK ITEM 28: Piping and Ducting Insulation, Renew WORK ITEM 29: Longitudinal Bulkhead Plating, Renew WORK ITEM 30: Stern Light, Renew WORK ITEM 31: Pilot House Joiner Door, Install WORK ITEM 32: Freezer Door, Repair WORK ITEM 33: Toilets, Renew WORK ITEM 34: Decks - Exterior, Preserve, Mil-Spec/Flight Deck System iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 314-007, Rev A, 400 HZ Motor Controller Arrangement & Design

Coast Guard Drawing 901 WMEC 314-008, Rev -, 400 HZ Motor Controller Wiring

Coast Guard Drawing 901 WMEC 314-009, Rev A, 400 HZ Motor Controller Schematic

Coast Guard Drawing 901 WMEC 314-010, Rev B, 400 HZ Motor Controller Installation

Coast Guard Drawing 901 WMEC 516-009, Rev B, Walk In Reefer Box Installation in Refrigerated & Dry Stores, 4-169-0-A

Coast Guard Drawing 901 WMEC 561-009, Rev -, Steering Gear Hydraulic Cylinder Assembly

Coast Guard Drawing 901 WMEC 565-005, Rev -, Fin Stabilizer Hydraulic System Diagram

Coast Guard Drawing 905 WMEC 123-005, Rev D, Strl Bhd, Mn Dk Aft Fr 103

Coast Guard Drawing 905 WMEC 131-003, Rev D, Mn Dk Pl & Fr 101-182

Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks

Coast Guard Drawing 905 WMEC 167-001, Rev M, List of Structural Closures

Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement

Coast Guard Drawing 905 WMEC 256-002, Rev J, Eng Rm SW Cooling Sys A&D

Coast Guard Drawing 905 WMEC 256-008, Rev B, SSDG Modification JW Cooling System Mod

Coast Guard Drawing 905 WMEC 259-001, Rev E, Diesel Exhaust System Diagram

Coast Guard Drawing 905 WMEC 259-002, Rev D, Diesel Exhaust System Arr & Det

Coast Guard Drawing 905 WMEC 310-008, Rev B, Emergency Diesel Generator Arrangement & Details

Coast Guard Drawing 905 WMEC 314-001, Rev A, 400 HZ Motor Generator Set Arrangement and Detail

Coast Guard Drawing 905 WMEC 314-003, Rev A, 400HZ Motor Generator Schematic Diagram

Coast Guard Drawing 905 WMEC 320-014, Rev AN, Electrical One-Line Diagram

Coast Guard Drawing 905 WMEC 320-055, Rev A, Electrical Power Sys Mods, GEA Westfalia OWS Install

Coast Guard Drawing 905 WMEC 324-008, Rev C, 400HZ Switchboard Arrangement and Details

Coast Guard Drawing 905 WMEC 324-009, Rev B, 400 HZ Switchboard EWD

Coast Guard Drawing 905 WMEC 422-001, Rev H, Navigation Signal and Searchlight Block, Elem, & Isometric Wiring Diagram

Coast Guard Drawing 905 WMEC 422-002, Rev F, Navigation Signal and Searchlight Arrangement

Coast Guard Drawing 905 WMEC 501-001, Rev F, Auxiliary Machinery Space No. 1 Arrangement v (Rev-0)

Coast Guard Drawing 905 WMEC 501-002, Rev C, Aux Mchry Sp No 2 Arrangement

Coast Guard Drawing 905 WMEC 501-003, Rev F, Steering Gear Room Arrangement

Coast Guard Drawing 905 WMEC 505-007, Rev J, Piping Sys Cleaning & Flushing Procedures

Coast Guard Drawing 905 WMEC 506-002, Rev G, Ovfl, Air Escape & Sounding Tube A&D Fwd Fr

Coast Guard Drawing 905 WMEC 508-001, Rev C, Pipe & Mchry Insul. Schedule

Coast Guard Drawing 905 WMEC 514-003, Rev B, HVAC Std Det and Genl Instructions

Coast Guard Drawing 905 WMEC 514-005, Rev C, HVAC Fan Rooms Main Deck A&D

Coast Guard Drawing 905 WMEC 514-006, Rev D, HVAC Fan Room 02 Lvl – A&D

Coast Guard Drawing 905 WMEC 514-020, Rev E, CHW & HW Sys Diag

Coast Guard Drawing 905 WMEC 514-021, Rev C, CHW & HW System Machinery Spaces A&D

Coast Guard Drawing 905 WMEC 514-022, Rev B, CHW & HW Piping System Mn Dk & Blw A&D

Coast Guard Drawing 905 WMEC 514-024, Rev B, CHW & HW Pipe Sys 01 Lvl & Abv – A&D

Coast Guard Drawing 905 WMEC 514-032, Rev -, HVAC System Diagram

Coast Guard Drawing 905 WMEC 516-006, Rev B, Chilled/Freezer Storage Boxes A&D

Coast Guard Drawing 905 WMEC 517-002, Rev F, Waste Heat Recovery / Ship Service Diesel Generator Jacket Water – A&D

Coast Guard Drawing 905 WMEC 517-007, Rev B, Main Propulsion Engine Jacket Water System A&D

Coast Guard Drawing 905 WMEC 533-009, Rev B, Potable Water Brominator System Diagram

Coast Guard Drawing 905 WMEC 551-001, Rev R, Compressed Air System Diagram

Coast Guard Drawing 905 WMEC 551-007, Rev A, Air Receivers Instl & Arr

Coast Guard Drawing 905 WMEC 565-007, Rev H, Fin Stabilizer Mchry Installation A&D

Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram

Coast Guard Drawing 905 WMEC 593-002, Rev A, Sewage Vacuum System Component Installation Arrangement and Detail

Coast Guard Drawing 905 WMEC 593-003, Rev F, Sewage Transfer System Diagram

Coast Guard Drawing 905 WMEC 593-004, Rev E, Sewage Transfer System – A&D

Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram

Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck – A&D

Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum Sys, MN Deck & ABV – A&D

Coast Guard Drawing 905 WMEC 593-021, Rev C, Piping Mods, GEA Westfalia OWS Install

Coast Guard Drawing 905 WMEC 621-006, Rev C, Joiner Arr 02 Level & Pilot House

Coast Guard Drawing 905 WMEC 621-011, Rev D, Typical Joiner Details

Coast Guard Drawing 905 WMEC 624-003, Rev A, Pilot House Joiner Door Installation

Coast Guard Drawing 905 WMEC 634-001, Rev D, Deck Covering Schedule

Coast Guard Drawing 905 WMEC 635-001, Rev F, Hull Thermal & Acoustic Insulation A/D

Coast Guard Drawing 905 WMEC 644-001, Rev A, Plumbing Fixture List

Coast Guard Drawing 905 WMEC 800-002, Rev A, Steering System Hydraulic Machinery & Ppg Installations

Coast Guard Drawing 905 WMEC 801-003, Rev H, General Arrangement-02/Pilothouse & Above

Coast Guard Drawing 905 WMEC 801-005, Rev G, General Arrangement-Main Deck vi (Rev-0)

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details

NAVSEA Drawing 805-1624070, Rev H, Hatch WT Raised Individually Dogged 30 in x 36 in Without Scuttle 5, 15, & 30 PSI Arrangement

NAVSEA Drawing 805-1624142, Rev C, Hatch Wtrtt Flush Indv Dogged 24 x 30 W/o Scuttle – 15 PSI - Arr

NAVSEA Publication S9169-AW-DCB-010, Damage Control Watertight Closures Inspection, Maintenance, and Repair Booklet

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

Coast Guard Technical Publication (TP) 2815, Oct 2017, Reduction Gear

Coast Guard Technical Publication (TP) 2817, SWBS 245, Section A, Feb 2018, Controllable Pitch Propeller System

Coast Guard Technical Publication (TP) 2820, May 2017, Ship Service Diesel Generator

Coast Guard Technical Publication (TP) 2822, SWBS 314, Section A, Dec 2018, Motor Generator Set –

30 KW

Coast Guard Technical Publication (TP) 2837, Jul 2016, Manufacturer’s Instruction Book, SWBS Group(s) 565, 270’ WMEC “B” Class Cutters, SWBS 565, Section C, Fin Machinery and Hydraulics Subsystems

Coast Guard Technical Publication (TP) 2839, SWBS 593, Feb 2013, Sewage Holding System

Coast Guard Technical Publication (TP) 3910B, Apr 2020, Air Conditioning System, R-134A S/W Cooled Chilled – Model 90RMC050-D-610

Coast Guard Technical Publication (TP) 4647, Apr 2019, FM/ALCO 251 Engine – Operations and Maintenance Manual

Coast Guard Technical Publication (TP) 5490, SWBS 565, Apr 2018, Fin Stabilizer System

Coast Guard Technical Publication (TP) 9162, SWBS 314, Nov 2017, Motor Generator (MG) Set – Catalog Number 4834-580813-27483 – Installation, Operation & Maintenance Manual

Coast Guard Technical Publication (TP) 9169, Aug 2018, SWBS 561, Electro-Hydraulic Steering System & Alarm System Upgrade

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation vii (Rev-0)

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

American Society for Testing and Materials (ASTM) International F1508, 2016, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, Occupational Safety and Health Standards for Shipyard Employment

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

Commercial Item Description (CID) A-A-59588, July 2018, Rubber Silicone

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-58, 2018, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2019 Edition, Pressure Testing Of Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2019 Edition, Bronze Gate, Globe, Angle and Check Valves

MIL-G-21164, Jul 2019, Grease, Molybdenum Disulfide, for Low and High Temperatures, NATO Code Number G-353

Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

MIL-STD-419 E, Aug 2017, Cleaning, Protecting, and Testing Piping, Tubing, and Fittings for Hydraulic Power Transmission Equipment

QPL-24667, Qualified Product List (Military) of Products Qualified Under Detail Specification MIL- PRF-24667, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application viii (Rev-0)

Society of Automotive Engineers (SAE) AMS-QQ-A-250/8 (2007), Aluminum Alloy 5052, Plate and Sheet

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP-1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 3, (SSPC-SP-3), 2018, Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning ix (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N MDE JW Seal Kit NSN: 2930-01-602-8570 P/N:

KAM Thermal Equipment LTD, 10-1AEW SEAL

2 ea 1,250.00

1 N Red Gear LO cooler parts kit

NSN: 2815-01-682-3386 2 ea. 1,500.00

1 N CPP cooler gasket NSN: 5330-01-115-7912 2 ea. 150.00 1 N CPP cooler gasket NSN: 5330-01-023-7639 2 ea. 150.00 1 N CPP cooler lantern ring NSN: 4320-01-627-3872 2 ea. 450.00 1 N CPP cooler packing ring NSN: 5330-00-486-2397 4 ea. 150.00 1 N SSDG JW gasket NSN: 5330-01-542-5893 2 ea. 150.00 1 N SSDG JW gasket NSN: 5330-01-546-1720 2 ea. 150.00 1 N SSDG cooler zinc NSN: 2930-00-167-0450 2 ea. 200.00 1 N SSDG cooler pipe plug NSN: 4730-00-163-5756 2 ea. 300.00 1 N EDG JW seal NSN: 5330-00-238-7689 1 ea. 200.00 1 N EDG cooler gasket NSN: 5330-00-237-7874 1 ea. 200.00 1 N EDG cooler gasket NSN: 5330-01-209-2855 1 ea. 300.00 1 N EDG cooler gasket NSN: 5330-01-208-6768 2 ea. 250.00 1 N Fin cooler gasket NSN: 5330-01-622-9908 PN: 00-

622-9908 24 ea. 78.00

1 N **JW Cooler NSN: 4420-01-397-2075 2 ea 95,000.00 1 Y **Red Gear Lube Oil

Cooler NSN: 4420-01-700-3051 2 ea 49,850.00

1 N **Red Gear Lube Oil Cooler Tube Bundle

NSN: 4420-99-799-3111 2 ea 14,970.00

4 N MDE LO Seal Kit NSN: 2930-01-602-8561 P/N:

KAM Thermal Equipment LTD, 12-1AEW SEAL

2 ea 1,250.00

4 N SSDG LO Gasket NSN: 5330-00-128-9755 P/N:

00-128-755

2 ea. 100.00

4 N SSDG LO Gasket NSN: 5330-00-128-9754 P/N:

00-128-9754

2 ea. 100.00

4 N SSDG LO Gasket NSN: 5330-00-122-3951 P/N:

00-122-3951

4 ea. 100.00

4 N SSDG LO Seal NSN: 5330-01-297-1215 P/N:

01-297-1215

4 ea. 100.00

4 N SSDG LO Packing NSN: 5330-00-367-5954 P/N:

00-367-5954

2 ea. 100.00

4 N EDG LO Gasket NSN: 5330-00-936-2162 2 ea. 100.00 4 N EDG LO Packing NSN: 5331-00-663-5075 1 ea. 100.00 4 N EDG LO Gasket NSN: 5330-01-326-7454 2 ea. 100.00 4 N **Lube Oil Cooler NSN: 2930-01-362-4819 2 ea 74,500.00 9 N Hydraulic Cylinder Rod

Packing Shim and Ring Kit

NSN: 3040-01-118-5840 2 ea. 339.48

9 Y **Hydraulic Cylinder NSN: 3040-01-123-6695 2 ea. 9,738.00 x (Rev-0)

9 N **Dual Rotary Pump, 11/9 Ring

NSN: 4320-01-674-9389 2 ea. 1,200.00

9 N **Coupling half, shaft NSN: 3010-01-461-2488 PN:

RC4-1875-500

2 ea. 19.86

9 N **Coupling half, shaft NSN: 3010-01-461-2486 PN:

RC4-0875-187

2 ea. 19.86

9 N **Insert, flexible coupling

NSN: 3010-01-675-3035 PN:

RG4-H5 50 D

2 ea 33.00

9 N **Valve, check NSN: 4820-01-569-6605 PN:

CVH161P

2 ea. 50.00

9 N **Valve, safety relief NSN: 4820-01-571-9823 PN:

RAH121S30

2 ea. 41.70

9 N **Float switch, liquid level

NSN: 6680-01-673-5099 2 ea. 425.00

10 Y Cylinder Assembly NSN: 3040-01-103-6565 4 ea. 3,417.79 10 N **Pin Straight NSN: 5315-01-419-1523 4 ea. 829.00 10 N Accumulator Repair Kit NSN: 2040-01-601-2331 2 ea. 227.14 10 N Accumulator Charging

Kit NSN: 2090-01-593-6083 2 ea. 744.64

10 Y ***Inserter & Remover Tool

NSN: 5120-01-593-6182 1 ea. 37.50

10 N Valve, Spool NSN: 4820-01-593-3911 2 ea. 101.47 10 N Return Filter Element NSN: 4330-00-229-4157 2 ea. 12.92 10 N Return Filter Seal Kit NSN: 4330-01-259-5848 2 ea. 10.13 10 N Pressure Filter Element NSN: 4330-01-593-3905 4 ea. 210.71 11 N Sewage Discharge Pump NSN: 4320-01-131-0841 2 4,719.00 11 N Sewage Transfer Pump NSN: 4320-01-112-0008 2 4,719.00 17 N 400 Hz MG Set

Controller

NSN: 6110-01-696-0013 PN:

4834-580813-27483 2 ea. 39,102.00

17 Y **Motor-Generator Assembly, 400 Hz

NSN: 6125-01-F18-5353 PN:

A54398

1 ea. 11,000.00

18 N Booster Pump Control Panel

PN: BCP11-0.5-D-L1-E2-POL-

PRL-DSP NSN: 6110-01-f20-

1 ea. 2,950.00

18 N Potable Water Booster Pump

PN: Grundfos Model CR 1-4-1-

FGJ-I-E-HQQE-60 HZ NSN:

4320-01-689-8635

1 ea. 950.00

18 N Thermal Transfer System PN: AOC-08-41-1PH NSN:

4420-01-F21-6424

1ea. 437.00

20 N ***26-1/8 x 54-1/8 inches Weathertight Door, Aluminum, 2-Dog

(including associated coaming)

PN: 905-WMEC-167-001 ITEM

1 ea. 5,800.00

20 N ***26 x 66 inches Quick- Acting Watertight Door, Steel, 10-Dog (including associated coaming)

PN: 905-WMEC-167-001 ITEM

1 ea. 5,800.00

22 N ***RSDQAWTH 01-24-

1; 24 inch x 24 inch

Watertight Hatch, 6 dog, steel

PN: 905-WMEC-167-001 ITEM

1 8200.00

22 N ***FQAWTH 2-45-2; 36

inch x 36 inch Flush

PN: 905-WMEC-167-001 ITEM

1 8,200.00 xi (Rev-0)

Quick-Acting Watertight Hatch, 6 dog, steel

23 N ***RSDWTH 01-44-2;

36 inch x 36 inch Raised Watertight Hatch, 8 dog, steel, aft hinge

PN: 905-WMEC-167-001 ITEM

1 8,200.00

25 N ***18 inch Diameter Quick-Acting Watertight Flush Scuttle, Steel, 3-

Dog, Fwd Hinge (including associated coaming)

PN: 905-WMEC-167-001 ITEM

1 ea. 8,200.00

26 N ***26 x 66 inches Quick- Acting Watertight Door, Aluminum, 8-Dog (including associated coaming)

PN: 905-WMEC-167-001 ITEM

1 ea. 5,800.00

31 N ***Pilot House Joiner Door, 26 inch x 75 inch, Honeycomb, No Sill, RH

PN: 905-WMEC-624-003 ITEM

1 ea. 2,500.00

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.1.4 (Inspection report particulars)):

Work Item

Title

1 Seawater Heat Exchangers, Clean, Inspect and Hydro

5 Chill Water System, Clean and Flush

12 Grey Water Holding Tanks, Clean and Inspect

13 Sewage Holding Tanks, Clean and Inspect

14 Sewage Piping, Clean and Flush

17 400 Hz Motor-Generator Set Controller, Replace

27 One-Step Deck Covering and Deck Plating, Renew xiii (Rev-0)

PRINCIPAL CHARACTERISTICS

270' WMEC (B-CLASS)

PHYSICAL

Length overall 270' 0" Length between perpendiculars 255' 0" Beam molded 38' 0" Depth molded, main deck amidships, 01 level amidships

23' 7" 31' 4"

Full load displacement 1,886 long tons Draft, full load to baseline amidships 14' 2" Highest projection above baseline *height approximated

≈ 110' 0"

Shore tie voltage requirements 2 cables, 400A / 450V, 3 phase Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 18-251-F Diesel Engines, 3,650 BHP each Ship’s service generators 2 Caterpillar Model D-398-TA Diesel-driven KATO 6P6-1350 Generators. 475

KW each @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Emergency generators Caterpillar Model D-348-TA Diesel-driven KATO 4P4-1900. 475KW @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Number of propellers 2 Propeller diameter 9' 0" Number of blades, each 4 Pitch Controllable Shaft RPM 260 Shaft diameter 10.55" at exit of hull Anchor & chain Two 4,000 lb Navy Stockless Anchors, 8 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 79,950 gal.

JP-5 total (95%) 19,626 gal.

Potable water total (100%) 8,553 gal.

Hydraulic & lube oil total (95%) 2,561 gal.

1 (Rev-0)

00000_0222_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements of this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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3.1.1 NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents. Contractors can apply to NAVSEA headquarters directly for copies.

3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurements” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5 inch diameter circle defining the spot.

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3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is Large Quantity Generator (LQG).

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

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Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays). Notify the Coast Guard 5 days prior to any HW disposal or over the water transfer so proper Navy notifications can be made.

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g. Base) Regulations and Instructions for details regarding local policies (e.g. crane services, parking, or facility usage).

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3.6.1 This availability is to be conducted at an US Navy facility. The Contractor must comply with all US Naval facility instructions (e.g. NAVFAC P-307 for Weight Handling Program Management, etc.).

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

“3.3 Access cut boundaries. The Contractor shall ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements.

The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

Corners at an existing seam or butt shall intersect at a 90 degree angle.

Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

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3.4 Ship integrity maintenance. The Contractor shall maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor shall secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

Fitted with fasteners that permit rapid installation and removal.

Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

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QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here