Attachment 2 - CGC ELM (WLB 204) DS Specification.pdf

USCGC ELM (WLB 204)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2022

Developed By: LT Rollolazo

(Rev-0, 25 August 2021)

USCGC ELM (WLB-225A) DOCKSIDE AVAILABILITY FY2022

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 ............................................................................................................................. xiv General Requirements WORK ITEM 1: Tanks, Hydraulic Oil Stowage and Service, Clean and Inspect WORK ITEM 2: Tanks, Potable Water, Clean and Inspect WORK ITEM 3: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 4: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 5: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 6: Vent Ducts, Engine And Motor Room, All, Commercial Cleaning WORK ITEM 7: Vent Ducts, Galley and Pantry Room, All, Commercial Cleaning WORK ITEM 8: Vent Ducts, Laundry Exhaust, Commercial Cleaning WORK ITEM 9: Vent Ducts, All Other, Commercial Cleaning WORK ITEM 10: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 11: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift ... 42 WORK ITEM 12: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test WORK ITEM 13: Hydraulic Chain Stoppers, Inspect and Service WORK ITEM 14: Crossdeck Winches, Inspect and Service WORK ITEM 15: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 16: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 17: Warping Capstan, Inspect and Service WORK ITEM 18: Commissary Hoist, Inspect and Service WORK ITEM 19: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 20: Sewage Holding Tanks, Clean and Inspect WORK ITEM 21: Grey Water Piping, Clean and Flush WORK ITEM 22: Sewage Piping, Clean and Flush WORK ITEM 23: Tanks (Grey Water Holding), Preserve “Partial” WORK ITEM 24: Tanks (Sewage Holding), Preserve “Partial” WORK ITEM 25: Point of Use Potable Water Filters, Install WORK ITEM 26: Main Machinery Room Upper Level Deck, Preserve WORK ITEM 27: Deck Preservation WORK ITEM 28: Gripe Pockets and Pipe, Preserve WORK ITEM 29: Compartment Insulation Renew Non Eng Compt WORK ITEM 30: Bridge Windows, Renew WORK ITEM 31: Thruster Generator Clean & Inspect WORK ITEM 32: Single Point Davit, Inspect and Service WORK ITEM 33: Tanks, Potable Water Preserve, 100 Percent WORK ITEM 34: CB-L Cradle, Modify WORK ITEM 35: Carbon Dioxide (CO2) Fire Extinguishing System 68-Second Pneumatic Time Delay, Replace WORK ITEM 36: Hydraulic Power Unit Cooler, Replace WORK ITEM 37: Thruster Quick Disconnects (QDs), Install WORK ITEM 38: Buoy Crane, Appleton EB600-60-40, Inspect and Service 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 225 WLB 259-001, Rev D, Combustion Intake & Exhaust Diagram Coast Guard Drawing 225 WLB 259-005, Rev D, Combustion Intake & Exhaust A&D Hull Block 940 Coast Guard Drawing 225 WLB 259-006, Rev E, Combustion Intake & Exhaust A&D Hull Blocks 970 &

Coast Guard Drawing 225 WLB 262-001, Rev K, Lube Oil System Diagram Coast Guard Drawing 225 WLB 262-005, Rev K, Lube Oil System A/D – Hull Blocks 910, 930, 940, 950

& 970 Coast Guard Drawing 225 WLB 512-001, Rev G, HVAC Diagrammatic Coast Guard Drawing 225 WLB 512-007, Rev E, HVAC A&D, Fr 66-92, Innerbttm & 1st Platform Coast Guard Drawing 225 WLB 528-001, Rev H, Plumbing and Interior Deck Drains Coast Guard Drawing 225 WLB 528-002, Rev E, Weather Deck Drains Diagram Coast Guard Drawing 225 WLB 532-002, Rev G, Potable Water Sys Dia Coast Guard Drawing 225 WLB 532-002, Rev J, Potable Water System Diagram Coast Guard Drawing 225 WLB 549-001, Rev D, Onboard Lubrication Requirements Coast Guard Drawing 225 WLB 549-001, Rev F, Onboard Lubrication Requirements Coast Guard Drawing 225 WLB 551-001, Rev K, Compressed Air System Diagram Coast Guard Drawing 225 WLB 551-202, Rev-, Starting Air Receiver Coast Guard Drawing 225 WLB 551-203, Rev-, Whistle Air Receiver Coast Guard Drawing 225 WLB 551-204, Rev-, Service Air Receiver Coast Guard Drawing 225 WLB 556-001, Rev K, Hydraulic System Diagram Coast Guard Drawing 225 WLB 556-052, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 225 WLB 568-202, Rev N, Stern Thruster Assembly (Model 125 Fixed Pitch) Coast Guard Drawing 225 WLB 573-001, Rev K, Buoy Handling System Arrangement Coast Guard Drawing 225 WLB 573-002, Rev D, Weight Handling System Arrangement Coast Guard Drawing 225 WLB 573-004, Rev E, Bi-Dir Ch Stopper With Retractable Roller Stopper Coast Guard Drawing 225 WLB 573-007, Rev B, MMA Structural Mods to Suit Auto Gripe System

Removal Coast Guard Drawing 225 WLB 573-11, Rev -, ATON Tie Downs Coast Guard Drawing 225 WLB 593-001, Rev G, Sewage and Waste Water System Diagrams v (Rev-0)

Coast Guard Drawing 225 WLB 601-001, Rev AB, General Arrangements Inboard and Outboard Profiles Coast Guard Drawing 225 WLB 601-001, Rev M, General Arrangement Inboard & Outboard Profiles Coast Guard Drawing 225 WLB 601-001, Rev V; General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 225 WLB 601-002, Rev K, Booklet of General Drawings Coast Guard Drawing 225 WLB 672-001, Rev F, Storerooms, Cargo Stowage and Ship Store

Arrangement and Details Coast Guard Drawing 225 WLB 801-005, Rev D, Tank CAPACITY - 95% Curves Coast Guard Drawing 225 WLB 801-020, Rev A, Tank CAPACITY - 95% Curves (203, 204, 205) Coast Guard Drawing 225B WLB 262-001, Rev E, Lube Oil System Diagram Coast Guard Drawing 225B WLB 262-005, Rev E, Lube Oil System A/D – Hull Blocks 910, 930, 940, 950 & 970 Coast Guard Drawing 225B WLB 556-005, Rev D, Aft Hydraulic System A/D, Fr 66 Aft, Block 950, 970 Coast Guard Drawing 225B-WLB 507-001, Rev C, Operating Instructions & Label Plates, Piping System Coast Guard Drawing 225B-WLB 555-001, Rev B, Fire Extinguishing System Diagram CO2 Coast Guard Drawing 225B-WLB 555-005, Rev D, CO2 System A/D, FR 48 Aft, Block 930, 940, 950, 960A Coast Guard Drawing 225B-WLB 601-002, Rev L, Booklet of General Drawings Coast Guard Drawing 225-WLB 256-001, Rev P; Seawater Cooling Sys Diagram Coast Guard Drawing 225-WLB 505-1, Rev C; General Requirements for Piping Systems Coast Guard Drawing 225-WLB 556-1, Rev G, Hydraulic System Diagram Coast Guard Drawing 225-WLB 556-205, Rev K, Fwd & Buoy Deck Mach HPU Coast Guard Drawing 225-WLB 556-3, Rev C, FORWARD Hydraulic System A&D, FR 30 Fwd (901 &

910) Coast Guard Drawing 225-WLB 556-4, Rev D, FORWARD Hydraulic System a & D Frame 66 Aft, Hull

Blocks 920 & 930 Coast Guard Drawing 225-WLB 556-56, Rev A, FORWARD HPU Cooler Replacement Coast Guard Drawing 225-WLB 507-001, Rev B, Operating Instructions & Label Plates, Piping System Coast Guard Drawing 225-WLB 508-001, Rev C, Thermal Insulation for Machinery, Equipment &

Piping Coast Guard Drawing 225-WLB 509-001, Rev A, Duct, Truck, & Machinery Insulations Details Coast Guard Drawing 225-WLB 555-001, Rev G, Fire Extinguishing System Diagram CO2 Coast Guard Drawing 225-WLB 555-005, Rev D, CO2 System A/D, FR 48 Aft, Block 930, 940, 950, 960A Coast Guard Drawing 225-WLB 583-50, Rev C, Installation of Cradle and Fittings for Cutter Boat, Large Coast Guard Drawing 225-WLB 601-001, Rev T, General Arrangement, Inbd and Outbd Profiles Coast Guard Drawing 225-WLB 601-002, Rev T, Booklet of General Drawings Coast Guard Drawing 225-WLB 635-001, Rev J, Hull Thermal & Acoustic Insulation Schedule Coast Guard Drawing 225-WLB 801-015, Rev D, Scantlings, Decks & Platforms Coast Guard Drawing 225-WLB-201-2, Rev B, Access Removal Routes Coast Guard Drawing 225-WLB-625-001, Rev G, Windows & Portlights Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain Coast Guard Drawing FL 2605-034, Rev D, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1-

1/4" vi (Rev-0)

Coast Guard Drawing FL 533-001, Rev B, Placard Potable Water Flush Coast Guard Drawing FL 533-002, Rev -, Point of Use Water Filter Install Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 Coast Guard Drawing FL-1702-11, Rev -, Inspection of Sheaves Coast Guard Drawing FL-8201-106, Rev F, CB-L Cradle Blocking Arrangement Coast Guard Drawing FL-8201-79, Rev B, RHIB Stowage Details Coast Guard Fleet Drawing FL-2605-029, Rev L, Chain Stopper System – Rising Sheave Assembly NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 10512, Section 573-A, July 2018, Buoy Handling Crane – Model

EB600-60-40

Coast Guard Technical Publication (TP) 11101, SWBS 583, Section A (SWBS 583A), Davit, Single Point

Slewing Arm Model - RAD30 - 15.5 (BMD-710) Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch Coast Guard Technical Publication (TP) 3553, 07-JAN-97, Amendment 12, Manufacturer's Instruction

Book-SWBS Group(s) 551-556, Tab 555 C Coast Guard Technical Publication (TP) 3553, 07-JAN-97, Manufacturer's Instruction Book-SWBS

Group(s) 551-556 Coast Guard Technical Publication (TP) 3556, Manufacturer's Instruction Book – SWBS Group(s) 568 Coast Guard Technical Publication (TP) 3556, SWBS 568, Section A, Oct 2018, Bow and Stern Thruster

– Model 125 (225 WLB A-Class) Coast Guard Technical Publication (TP) 3556, SWBS 568, Section E, Oct 2018, Bow and Stern Thruster

– Model 125/3 STAY/FP (225 WLB B-Class) Coast Guard Technical Publication (TP) 3558, Apr 2008, Manufacturer’s Instruction Book-SWBS

Group(s) 573, Section B, Cross Deck Winch – Model BMD-471 Coast Guard Technical Publication (TP) 3559, Section 582A, Apr 2009, Aft Capstan, 21” - Model BMD-

Coast Guard Technical Publication (TP) 3562, Sep 2013, SWBS 589, Section B, Dumbwaiter, Model –F-

WK-806

Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch Coast Guard Technical Publication (TP) 3749, 26-APR-05, 1-7/8 Inch ATON Mechanical Chain Stopper Coast Guard Technical Publication (TP) 3796, Section A, Aug 2006, Galley Hood – Model NBDL-60

(13’-4”) Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0450, 2020, Electrical Power for

Contractor’s Tools & Equipment Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3100, 2020, Inspect, Test and

Recondition AC Synchronous Machines In-Place Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements vii (Rev-0)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2020, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2020, Clean Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary Hull Accesses

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the

Repair of Rotating Electrical Apparatus American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System

Components - Health Effects 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) B16.11, 2005, Forged Steel Fittings, Socket-

Welding and Threaded viii (Rev-0)

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

Ansul Service Bulletin No. 5813 “Subj: Marine High Pressure CO2 System Pneumatic Time Delay”, dated February 10, 2012

ASTM International (ASTM) A106, 2015, Standard Specification for Seamless Carbon Steel Pipe, for High-Temperature Service

ASTM International (ASTM) A182, R2008, Standard Specification for Forged or Rolled Alloy-Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service

ASTM International (ASTM) A312, R2008, Standard Specification for Seamless and Welded Austenitic Stainless Steel Pipes

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component

Adhesives (AN) ASTM International (ASTM) F1387, Reapproved 2005, Standard Specification for Performance of

Mechanically Attached Fittings ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment 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 Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric) MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2007, Near-White 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)

3 N Walz & Krenzer Cargo

Hatch Gasket WK-837-1 (1� x 2�

Neoprene 25 duro) 2 ea. 1,200.00

13 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 13 N Rod Seal Repair Kit

(FL-2605-29 PC#37)

NSN: 2040-01-496-9422 2 ea. 3,030.07

13 N Repair Kit, Cable Chain (Includes Pads)

(FL-2605-29 PC#36)

NSN: 3020-01-538-0684 16 ea. 257.99

13 N Cylinder Assembly Actuating, Linear

NSN: 3040-01-496-9424 2 ea. 1,969.24

14 N Hand Pump SS NSN: 4320-01-517-1444 1 ea 1,499.66 14 N Pressure Gauge -

Model BMD-471 NSN: 6685-01-437-2519 4 ea 43.79

14 N Wire Rope Assembly NSN: 4010-01-643-2077 4 ea 900.00 14 N Hydraulic Brake

Repair Kit - Model

BMD-471

NSN: 3950-01-526-9090 4 ea. 913.00

14 N Counterbalance Valve

- Model BMD-471

NSN: 4810-01-353-0586 4 ea. 150.00

14 N Shuttle Valve - Model

BMD-471

NSN: 4820-01-317-2748 4 ea. 35.00

14 N Hydraulic Motor Seal Kit - Model BMD-471

NSN: 5330-01-475-4566 8 ea. 84.00

14 N Clutch Shoe - Model

BMD-471

NSN: 4910-01-475-4125 4 ea. 56.90

14 N Drum Bushing - Model

BMD-471

NSN: 3950-01-631-0884 8 ea. 272.00

14 N Shaft Bushing - Model

BMD-471

NSN: 3950-01-631-0771 4 ea. 298.00

14 N Gearbox Seal Kit (For Winch Gearbox

Assemblies) - Model

BMD-471

NIIN: XFC343225 PN: YMD-

8194-R

4 ea. 70.00

14 N Control Station Repair Parts. Kit

NSN: 6110-01-644-9898 4 ea. 438.00

14 N Flag Block Bearing Kit NSN: 3940-01-526-5592 2 ea. 180.00 14 N Flag Block Bearing

Cup, Sheave NSN: 3110-01-644-9670 2 ea. 231.00

14 N Flag Block Bearing Cone, Sheave

NSN: 3110-01-013-4036 2 ea. 182.00

14 N Seal NSN: 5330-01-287-2826 2 ea. 104.00 14 N Manifold Repair Kit PN: YMD-8192-R 4 ea. 551.00 x (Rev-0)

15 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 15 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 15 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00

15 N Level wind thrust bearing

NSN: 3120-01-621-2300 2 ea. 483.30

15 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 15 N Rexroth Sandwich

Flow Control NSN: 4810-01-505-9289 1 ea. 250.00

15 N Sun Sandwich Relief Valves

NSN: 4820-01-439-2451 2 ea. 900.00

15 Y Level Wind Hydraulic Cylinder

NSN: 3040-01-441-3721 1 ea. 7,423.00

15 N 3:1 Pilot Ratio, Vented Counterbalance Valve

Assembly

NSN: 4820-01-563-5841 1 ea 98.70

15 N Fully Adjustable Needle Valve

NSN: 4820-01-416-0579 1 ea 48.75

15 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 15 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998 15 N **Pump, Hydraulic

Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77

15 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 15 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 16 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 16 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91

25 N Water Filter Assembly PN: DWS160-L (3M) NSN:

(ACN) 44330-01-F20-5959

9 ea. 160.00

25 N Water Filter Element PN: 56134-44 (3M) 9 ea. 180.00 25 N Placard - Potable

Water Flush N/A 29 ea. 50.00

30 Y Window, heated, fixed, 42 IN x 72 IN, bronze, ½� heat treated clear

ES Marine Type KN-325-F 2 3,000.00

30 Y Window, heated, sliding, 52-5/16 IN x

34-7/8 IN, bronze, ½� heat treated clear

ES Marine Type 101SS 1 $3,000.00

30 Y Window, heated, hinged, top, 42 IN x 44 IN, S.S, ½� heat treated clear

ES Marine Type KN-130 1 $3,000.00

32 N Swing Brake Seal Kit NSN: 5330-01-390-3514 PN:

90-016-2011

2 ea 68.45

32 N Swing Brake Disc Kit NSN: 3010-01-464-1040 PN:

90-016-2131

2 ea 187.20 xi (Rev-0)

32 N Swing Holding Valve NSN: 4820-01-466-4918 PN:

CBEA-LHV-YHL (Sun

Hydraulics)

1 ea 251.50

32 N Wire Rope Assembly NSN: 4010-01-620-9604 PN:

JWCG062100PL

1 ea 660.00

35 N 68 Second Pneumatic Time Delay

NSN: 00-XFC-35-2257 PN:

437717 (Ansul)

2 $1,937.00

35 N Nitrogen Cartridges LT-10-R Cartridge

NSN: 4210-01-146-0114 PN.

423423 (Ansul)

8 (see Note 1)

$91.00

36 N Tranter Cooler PN:UXP-005-M-6-UI-50 2 $5653.00 38 N Main Fall Wire Rope NSN: 4010-01-486-0047 PN:

JWCG13001919PL

1 2,642.00

38 N Aux Fall Wire Rope NSN: 4010-01-594-2228 PN:

JWCG75200637PL

1 805.32

*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 3.2.6.5 (Inspection report particulars)):

Work Item Title

1 Tanks, Hydraulic Oil Stowage and Service, Clean and Inspect

2 Tanks, Potable Water, Clean and Inspect

3 Hydraulically Operated Cargo Hatch, Inspect and Service

4 Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean

5 Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean

6 Vent Ducts, Engine And Motor Room, All, Commercial Cleaning

7 Vent Ducts, Galley and Pantry Room, All, Commercial Cleaning

8 Vent Ducts, Laundry Exhaust, Commercial Cleaning

9 Vent Ducts, All Other, Commercial Cleaning

10 Potable Water Pneumatic Tanks, Clean and Inspect

11 Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift

13 Hydraulic Chain Stoppers, Inspect and Service

14 Crossdeck Winches, Inspect and Service

15 Hydraulic Inhaul Winch, Inspect And Service

16 Mechanical Chain Stoppers, Inspect and Service

17 Warping Capstan, Inspect and Service

18 Commissary Hoist, Inspect and Service

19 Grey Water Holding Tanks, Clean and Inspect

20 Sewage Holding Tanks, Clean and Inspect

22 Sewage Piping, Clean and Flush

25 Point of Use Potable Water Filters, Install xiii (Rev-0)

26 Main Machinery Room Upper Level Deck, Preserve

27 Deck Preservation

31 Thruster Generator Clean & Inspect

32 Single Point Davit, Inspect and Service

33 Tanks, Potable Water Preserve, 100 Percent

38 Buoy Crane, Appleton EB600-60-40, Inspect and Service xiv (Rev-0)

PRINCIPAL CHARACTERISTICS

225' WLB (A-CLASS)

PHYSICAL

Length overall 225' 0" Length between perpendiculars 206' 0" Maximum beam 46' Designed draft 13' 0" Full load displacement 1929.74 Long Tons SW Light ship displacement 1544.38 Long Tons SW Minimum operating displacement 1906.70 Long Tons SW Mast height (above 12' waterline) 67' 5" Anchor Two 4000 lb standard Navy stockless anchors, 8 shots each, port and starboard, 1-

3/8 die lock chain

HULL

Bilge keels (port & starboard) Frames 42-79 Frame spacing FR 0 to 12 21" FR 12 to 30 22" FR 30 to 102 24"

MACHINERY

Main propulsion Diesel Reduction Diesel engines Two Caterpillar 3608, TA, 3100 BHP each @ 900 RPM Number of propellers 1 Number of blades 4 Diameter 10' Pitch Controllable

RPM 254

Ship's service diesel generators Two Caterpillar 3508 TA, 450 KW Emergency diesel generator One Caterpillar 3406 DITA, 280 KW Shore tie Two 450 VAC, 400 Amp, 3-wire Shaft bearing, forward Cooper Bearing 01-BCP-1400-EX-TL Shaft bearing, aft Water Lubricated Cutless Bearing

TANK CAPACITIES

Diesel oil 76,498 gal.

Fresh water capacity 8056 gal.

Hydraulic oil capacity 2785 gal.

Lube oil storage 764 gal.

Grey water tank 2700 gal.

Sewage holding tank 1700 gal.

1 (Rev-0)

00000_0121_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s 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

None

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), 2020, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, 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.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

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. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

3.5 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 shall 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 shall 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 shall 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 shall 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 CESQG – Conditionally Exempt Small Quantity Generator.

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.

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

3 (Rev-0)

3.5.3 Regulatory notifications. The Contractor must be 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, and must be 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 shall 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).

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

3.5.6.1 No Contractor or Subcontractor shall 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 shall 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 shall 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. Restricted loading limits for local pier. Will need barge to complete crane lifting and equipment removal operations. See attached Operating Load Restrictions document for planning purposes (Attachments 9 - 11).

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:

None.

4 (Rev-0)

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.

5 (Rev-0)

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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 |

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

7 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

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

TIME

8 (Rev-0)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA

RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATCH

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

12310_ESD_0121_FLT

REC_12310_225’ WLB ‘A’ Class (ALL) (0121)

WORK ITEM 1: Tanks, Hydraulic Oil Stowage and Service, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 - TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION

(GALLONS)

Hydaulic Oil 2-10-0-F 2,785 50

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225 WLB 601-002, Rev K, Booklet of General Drawings Coast Guard Drawing 225 WLB 801-005, Rev D, Tank CAPACITY - 95% Curves Coast Guard Drawing 225 WLB 801-020, Rev A, Tank CAPACITY - 95% Curves (203, 204, 205)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

12 (Rev-0)

3. REQUIREMENTS

3.1 General. The Contractor must accomplish the following for all designated tanks in paragraph 1.1 (Intent). Use Coast Guard drawings 225 WLB 601-002, 225 WLB 801-005 and 225 WLB 801-020 for guidance.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the equipment listed below to demonstrate existing operational condition. Submit a CFR.

• TLI

3.3 Tank contents. The Contractor must remove and dispose of up to a total of 1000 gallons of hydraulic oil. Upon completion of all authorized work, the Contractor must renew the hydraulic fluid in accordance with SFLC Std Spec 5000, Appendix C, Paragraph C2.1 (Fluids) and equipment manufacturer recommendations.

NOTE

Vessel may come in with less tank fluid contents than specified above.

3.4 Plug log. The Contractor must keep a written record of all plugs put in any tanks vents. A separate list must be kept for each tank being entered.

3.4.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.

3.4.2 Ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

3.5 Cleaning requirements. The Contractor must remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

13 (Rev-0)

3.6 Tank content and waste disposal. The Contractor must dispose of residual tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.7 Inspection. The Contractor must visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

• Tank structural condition.

• Inaccessible areas.

• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

• Tank level indicator (TLI) and/or float switch condition, as applicable.

• Sounding tube and striker plate condition.

• Suction and discharge piping condition.

• Fastener material and condition (correct fastener material is stainless steel).

3.8 Tank closing. The Contractor must ensure that the tank(s) remain open for approximately 24 hours after completion of all authorized repair and preservation procedures. Notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183, and renew all fasteners.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.9 Operational test, post repairs. After completion of work and in the presence of the Coast Guard Inspector, the Contractor must thoroughly test and demonstrate the equipment listed below to be in satisfactory operating condition. Submit a CFR.

• TLI

4. NOTES

4.1 The Coast Guard Inspector will visually inspect the tank interior immediately prior to closing.

14 (Rev-0)

12314_ESD_0121_FLT

REC_12314_FLT225’ WLB (‘A’ Class: Hulls 201-205)(0611)

WORK ITEM 2: Tanks, Potable Water, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 - TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION

(GALLONS)

Potable Water 2-25-1-W 4,028 80

Potable Water 2-25-2-W 4,028 80

1.2 Government-furnished property.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225 WLB 601-001, Rev M, General Arrangement Inboard & Outboard

Profiles

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

OTHER REFERENCES

American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water

System Components - Health Effects American National Standards Institute/American Water Works Association (ANSI/AWWA)

C652, 2011, Disinfection of Water-Storage Facilities

15 (Rev-0)

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

• Fluid contents

• Piping

• RO system components

• Deck grating.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the equipment listed below to demonstrate existing operational condition. Submit a CFR.

• TLI

3.3 Plug log. The Contractor must keep a written record of all plugs put in any tanks vents. A separate list must be kept for each tank being entered.

3.3.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.

3.3.2 Ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

3.4 Tank content removal. The Contractor must remove and dispose of all fluids and/or residues in accordance with all applicable Federal, state, and local regulations.