OSPREY_(WPB_87)_DD_FY12_R(1) 1 .pdf
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- FY12 DRYDOCK REPAIRS Federal contract opportunity
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- HSCG80-12-R-P45435
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USCGC OSPREY (WPB 87307)
87 FOOT COASTAL PATROL BOAT (USCG)
SPECIFICATION FOR DRYDOCK REPAIRS
Developed By: Matthew D Poore
(Rev-1, 13 January 2012)
USCGC OSPREY (WPB-87) DRYDOCK AVAILABILITY 2012
ii (Rev-1)
TABLE OF CONTENTS
0Revisions Record ....................................................................................................................................... iv 1Consolidated List of References ................................................................................................................. v 2Consolidated List of Government-furnished Property ............................................................................. viii 1Consolidated List of Critical Inspection Items ........................................................................................... x 2Principal Characteristics 3General Requirements 4WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D) 4WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O) 4WORK ITEM 3: Dirty Oil Tank Clean and Inspect (D) 4WORK ITEM 4: Oily Water Tank Clean and Inspect (D) 4WORK ITEM 5: Tanks (MP Fuel Service) Clean and Inspect (D) 3WORK ITEM 6: Pilothouse Deck (Aluminum), Inspect , Preserve, and Renew Electrical Matting (D) 25 4WORK ITEM 7: Depth Sounder, Capastic Fairing, Renew (D) 5WORK ITEM 8: Main Engine/Reduction Gear, Realign (O) 6WORK ITEM 9: Propulsion Shafts, Remove, Inspect, and Reinstall (D) 7WORK ITEM 10: Propulsion Shaft, Repair (O) 8WORK ITEM 11: Propulsion Shaft, Straighten (O) 9WORK ITEM 12: Intermediate Water-Lubricated Propulsion Shaft Bearing, Renew (O) 1WORK ITEM 13: Aft Water-Lubricated Propulsion Shaft Bearing , Renew (O) 1WORK ITEM 14: Intermediate Bearing Carrier, Renew (O) 1WORK ITEM 15: Aft Bearing Carrier, Renew (O) 1WORK ITEM 16: Stern Tubes, Interior Surfaces, Preserve 100% (O) 1WORK ITEM 17: Stern Tubes, Interior Surfaces, Repair (O) 1WORK ITEM 18: Propellers, Remove, Inspect, and Reinstall (D) 1WORK ITEM 19: Propeller, Minor Reconditioning and Repairs, Perform (O) 1WORK ITEM 20: Fathometer Transducer, Renew (D) 1WORK ITEM 21: Speed Log, Skin Valve Assembly, Clean and Inspect (D) 2WORK ITEM 22: Sea Water System (Sea Valves, Strainers, Piping) Clean, Inspect, and Repair (D) ... 68 2WORK ITEM 23: Rudder Assemblies, Remove, Inspect and Reinstall (D) 2WORK ITEM 24: RHIB Notch Skid Pads, Inspect (D) 2WORK ITEM 25: RHIB Notch Skid Pad Studs, Renew (O) 2WORK ITEM 26: Stern Launch Door, Remove, Inspect and Reinstall (D) 2WORK ITEM 27: Grey Water Holding Tank, Clean and Inspect (D) 2WORK ITEM 28: Sewage Holding Tank, Clean and Inspect (D) 2WORK ITEM 29: Grey Water Piping, Clean and Flush (D) 2WORK ITEM 30: Sewage Piping, Clean and Flush (D) 3WORK ITEM 31: U/W Body, Preserve (“100%”) (O) 3WORK ITEM 32: U/W Body, Preserve (“Partial – 33%”) (O) 3WORK ITEM 33: Cathodic Protection/Zincs, Renew (D) 3WORK ITEM 34: Drydocking (D) 3WORK ITEM 35: Temporary Services, Provide (D) 3WORK ITEM 36: Telephone Service, Provide (D) WORK ITEM 37: Forepeak, Modify (EC 087-A-033) (D) iii (Rev-1)
3WORK ITEM 38: Mooring Bits, Renew (EC 087-B-037) (D) 4WORK ITEM 39: Compressed Air System Valves, Renew (D) 4WORK ITEM 40: Fire Station “Camelback” Racks, Modify (TCTO TB3000) (D) 4WORK ITEM 41: Weather Tight Door, Fuel Station, Install (TCTO TB6000) (D) 4WORK ITEM 42: Dirty Oil Tank TLI System, Install (TCTO TE7000.0) (D) iv (Rev-1)
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
9/30 D1 37 Included Note on WI37 for Mascoat and 12 feet of 3” angle 9/30 D1 35 Added HAZMAT disposal 9/30 D1 20 & 21 “In the presence of a Coast Guard technician” 9/30 D1 38 Removed Hatch Coamings, Renew EC 9/30 D1 39+ Adjusted
10/27 R0 9 Diagrams added 10/27 R0 31 U/W body appendages (3.2.1) and Stern door surfaces (3.2.3)
37 Revised spec, major change: UT shots (3.4) 1/13 R1 37 Revised preservation system requirements in paragraphs
3.9.1.2 and 3.9.2 to be “Condensation, Space Subjected to”.
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.
v (Rev-1)
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 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 or charge. Other Government documents may be accessed – free of charge – as follows:
• MIL/DOD/CID Specifications: 4Uhttp://www.assistdocs.com/search/search_basic.cfm
• Commandant Instruction Manuals: 4Uhttp://www.uscg.mil/directives/default.asp
• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::
5Uwww.gpoaccess.gov
The Government is aware of the following internet web links where contractors may procure commercial specifications:
• American Welding Society (AWS): 5Uhttp://www.awspubs.com/index.php
• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: 5Uhttp://www.techstreet.com/
• NFPA: 5Uhttp://www.nfpa.org
• SSPC Standards and pictorial guides: 5Uhttp://shopping.netsuite.com/sspcmarketplace
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY – 95% Curves Coast Guard Drawing 87 WPB 085-010, Rev D, Docking Plan Coast Guard Drawing 87 WPB 085-012, Rev -, Lifting Cradle Coast Guard Drawing 87 WPB 085-11, Rev B, Lifting Slings Coast Guard Drawing 87 WPB 111-001, Rev E, Shell Expansion Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 87 WPB 151-001, Rev M , Superstructure Details Coast Guard Drawing 87 WPB 161-001, Rev C, Skeg Construction Coast Guard Drawing 87 WPB 163-001, Rev G , Sea Chest Details Coast Guard Drawing 87 WPB 165-001, Rev D, Transducer Details Coast Guard Drawing 87 WPB 167-002, Rev A, CG Schedule Of Doors, Manholes, Windows & Hatches Coast Guard Drawing 87 WPB 167-003, Rev -, Weather Tight Door for Fuel Station Access Coast Guard Drawing 87 WPB 182-001, Rev A, Main Engine and Generator Foundations Coast Guard Drawing 87 WPB 243-001, Rev M, Propulsion Shaft Details Coast Guard Drawing 87 WPB 245-002, Rev-, Propeller Details Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details Coast Guard Drawing 87 WPB 256-001, Rev U , Sea Water Cooling Piping Coast Guard Drawing 87 WPB 423-001, Rev T, Speed Log & Depth Sounder System Coast Guard Drawing 87 WPB 521-001, Rev G, Firemain Piping Coast Guard Drawing 87 WPB 526-001, Rev H, Scuppers & Deck Drains Piping Coast Guard Drawing 87 WPB 555 -002, Rev H, AFFF Engine Room Bilge Flooding System Arrangement & Detail Coast Guard Drawing 87 WPB 561-001, Rev H , Steering System Details vi (Rev-1)
Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details Coast Guard Drawing 87 WPB 582-001, Rev J , Mooring and Towing Coast Guard Drawing 87 WPB 583-001, Rev P, RHIB Deployment Structure Coast Guard Drawing 87 WPB 593-001, Rev K, Sewage Piping Coast Guard Drawing 87 WPB 601-001, Rev G , Outboard Profile And General Arrangement Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Coverings and Details Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details Coast Guard Drawing 87 WPB 640-001, Rev N , Interior Furnishings NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock Seal Type EL Coast Guard Technical Publication (TP) 4593B, Mar 2003, SWBS 562, Rudderstock Seal-Type EJ Coast Guard Technical Publication (TP) 4593C , Feb 2002, SWBS 243, Manufacturer's Instruction Book, 87' WPB Propulsion Shaft Seals, John Crane Type F.S.E.
Coast Guard Technical Publication (TP) E-424-0230, SWBS 424, June 2006, Electromagnetic Log User’s Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC STD SPEC 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC STD Spec 0740), Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6341 (SFLC STD SPEC 6341), Jan 2009, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), Jan 2009, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services
OTHER REFERENCES
American Bureau of Shipping (ABS), 2, Rules for Survey After Construction, 2008, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End ASTM International (ASTM) D 4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component Adhesives (An) ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant Alignment Instructions 8V396 TE94/Flange mounted BW 255 Coast Guard Technical Publication (TP) 4511, Alarm Pa nel & Tank Level Indication (TLI ) System vii (Rev-1)
Coast Guard Time Compliant Technical Order (TCTO) WPB87 TE7000.0, Install Dirty Oil TLI Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Antiseize, Zinc Dust- Petrolatum Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections International Standard For Organization (ISO) 484/2, 1981, Shipbuilding – Ship Screw Propeller – Manufacturing Tolerances – Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage requirements MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-23236, Aug 2003, Coating Systems for Ship Structures MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I – Environmental and Type II – Internally Excited) MIL-STD-1687, Sep 1994, Thermal Spray Processes For Naval Ship Machinery Application MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, 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), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2007, Brush-Off Blast Cleaning viii (Rev-1)
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)
8 Y Alignment Kit N/A 1 ea 5000.00 9 N **Propeller shaft NSN: 2010-01-458-9175 2 ea. 9,566.14
9 N Type FSE Face (split)
PN: H75440-01-2-2
NSN: 5330-01-521-3559
2 ea. 1,995.07
9 N Type FSE Seal (split)
PN: H75440-01-1-1
NSN: 2040-01-521-2654
2 ea. 4,070.35
9 N Type FSE Seal Cup
(split)
PN: H75440-01-1-3
NSN: 3120-01-521-2390
2 ea. 188.24
9 N Type FSE O-Cord
PN: H75440-01-1-4
NSN: 3120-01-521-2268
2 ea. 252.84
9 N Type FSE Emergency
Seal
PN: H75440-01-3-6
NSN: 5330-01-521-4855
2 ea. 260.92
9 N **Shaft Seal Bellow
PN: H75440-01-2-1
NSN: 5340-01-521-3573
2 ea. 270.45
9 N *Compression Tool
Assembly N/A 1 ea. 200.00
9 N *Alignment Kit N/A 1 set 3,000.00
12 N
**Thordon bearing, Grade Orange
(5.5” OD x 4” ID x 7.87” (200mm) LG)
PN: F54615-02-8-1
NSN: 3120-21-914-2012
2 ea. 325.47
13 N
**Thordon bearing, Grade Orange
(5.5” OD x 4” ID x 11.41” (290mm) LG)
PN: F54615-02-8-0
NSN: 3120-21-914-2011
2 ea. 399.50
18 Y **Starboard Propeller
(RH)
PN: RH706-3350.00
NSN: 2010-01-457-0573
1 ea. 12,498.00
18 Y **Port Propeller (LH)
PN: LH706-3350.00
NSN: 2010-01-459-0421
1 ea. 12,498.00
18 N *Propeller Nut
Wrench N/A 1 ea 200.00
18 N **Propeller Nut NSN: 2010-01-458-9217 2 ea. 281.00
18 N **Propeller Nut, Locking NSN: 5310-01-458-9125 2 ea. 252.94
18 N Anode, Propeller Nut NSN: 5342-01-481-8403 2 ea. 272.00
20 N *** Fathometer transducer, shallow NSN: 5845-01-531-2648 1 ea. 441.70 ix (Rev-1) water, 50-200 kHz
21 Y Doppler Speed Log Measurement Rod
NSN: 6605-01-470-1266 1 ea. 4645.09
23 Y **Rudder Assembly, port NSN: 2040-01-461-1944 1 ea. 2,000.00
23 Y **Rudder Assembly, starboard NSN: 2040-01-461-1943 1 ea. 2,000.00
23 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. 244.62 23 N Wartsila EL Seals Kit NSN: 2040-01-565-9776 2 ea. 6300.00
34 Y *Transducer Cover
Plate N/A 2 ea. 50.00
41 N 87WPB Fuel Door Kit (see note 4.1 below for kit contents)
PN: 87WPB-167-003
NSN: 2040-01-F11-2172
1 ea 1300.00
42 N TANO EDI L-3Comm Flash ROM Assembly
6320-01-F09-1474 9702Z0030-1
1 ea 162.39
*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 x (Draft-00)
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_STD, paragraph
3.2.6.5 (Inspection report particulars)):
Work Item Title 1 Perform Ultrasonic Thickness Measurements (D) 6 Pilothouse Deck (Aluminum), Inspect, Preserve, and Renew Electric Matting (D) 9 Propulsion Shafts, Remove, Inspect, and Reinstall (D) 22 Sea Water System (Sea Valves, Strainers, Piping) Clean, Inspect, and Repair (D) 23 Rudder Assemblies, Remove, Inspect and Reinstall (D) 24 RHIB Notch Skid Pads, Inspect (D) 34 Drydocking (D) 37 Forepeak, Modify (EC 087-A-033) (D)
1 (Rev-1)
Principal Characteristics
PC_87_WPB_0511
87' WPB
PHYSICAL CHARACTERISTICS
Length Overall 87' Length between Perpendiculars 81' 7” Depth 10' 11” Maximum Beam 19.4' Draft, Mean to Design Waterline 5' 9” Height of Highest Projection 50.2' Full Load Displacement 93.5 long tons Minimum Operating Displacement 83.9 long tons Displacement, Light Ship 77.9 long tons Framing Longitudinal Bulkheads Four watertight bulkheads located below the Main Deck Anchor 40 lb Fortress with 480 ft. 3 strand 5/8” dia. Line stayset
HULL CHARACTERISTICS
Hull/Main Weatherdeck Material ABS Grade AH 36 Superstructure 5086 Aluminum
MACHINERY CHARACTERISTICS
Main Propulsion Two MTU 8V396TE94, sequential turbo-charged diesels Reduction Gears Two ZF Type BW 255 Propulsion Shaft Two AQUAMET 22, 101.6mm Shaft Diameter 4” Shaft Seal Two John Crane mechanical seals Shaft Bearing, Intermediate Thordon Elastomeric Bearing Shaft Bearing, Aft Thordon Elastomeric Bearing Number of Propellers 2 Number of Blades 5 Diameter of Propeller 1040mm Pitch 1230 mm fixed Shaft RPM 828 Rudders Two 316L Stainless Steel Ship's Service Generators Two Man Model D08241F01 diesel with Stanford 60KW Generator
TANK CAPACITIES
3-9-1-F (Fuel Oil) 1402 gal 3-9-2-F (Fuel Oil) 1402 gal 3-12-2-F (Waste Oil) 86 gal 3-12-1-F (Oily Water) 86 gal 3-7-0-Q (Sewage Collection) 352 gal 3-7-1-Q (Grey Water) 52 gal 3-12-1-W (Fresh Water) 200 gal 3-12-2-W (Fresh Water) 200 gal
2 (Rev-1)
3 (Rev-1)
00000_PWB_0811_FLT
REC_0000_FLT_ Commercial Project @ Contractor’ Facility (0211)
General Requirements
1. SCOPE
1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.
2. REFERENCES
COAST GUARD DRAWINGS
None.
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and
Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes
OTHER REFERENCES
ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface
Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety
Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for
Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel
Surfaces Prepared by Dry Abrasive Blast Cleaning
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
4 (Rev-1)
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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
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 shall be considered the same as those for welding HY-
3.4 HW disposal. The Contractor is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:
3.4.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40 CFR 262.
3.4.2 All contract generated hazardous wastes shall be packaged in 49 CFR-compliant containers.
3.4.3 The designated wastes shall be disposed of at a state or Federally-approved and permitted HW TSDF.
3.4.4 Name of destination TSDF shall be submitted to the KO at the Arrival Conference.
3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surface:
3.5.1 Coupon material and test set-up particulars.
3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:
• The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.
• The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.
• For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.
• The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.
5 (Rev-1)
3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:
• The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.
• Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).
• Delivery rate and pressure settings.
3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:
• Area of the vessel for which the verified setup will be used to abrasive blast.
• The selected abrasive media type and size.
• The nozzle size and type.
• The delivery rate and pressure.
• The test coupon starting properties (material type and surface conditions).
• The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of
2 inches shall be recorded).
NOTES
1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.
2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.
3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.
3.5.1.4 Repeat the abrasive blasting operation test in the following instances:
• The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.
• The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.
• Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.
• The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.
• When Directed by the COTR.
CAUTION!
Ensure that blast media from the performance test does not strike the vessel during the test.
6 (Rev-1)
3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes to the SFLC Std Spec 0000:
3.6.1 Contents of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:
“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:
• Ordinary low water mark on non-tidal rivers.
• At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”
3.6.2 Paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel – due to disruption of grey water system) has been revised as follows:
“3.2.11.1 Sanitary facilities for vessel-personnel – due to disruption of grey water and sewage systems. When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:
• Shower stalls are equipped with privacy screens.
• Sinks are provided with fresh hot and cold water.
• Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric Code (NEC), are located in vicinity of sinks.
• Toilets have doors or privacy dividers.
• Lockers are capable of being locked.”
4. NOTES
4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: 5Uhttp://www.uscg.mil/directives/cim.asp
4.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
7 (Rev-1)
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 COMDTINST M10360.3, 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 mfgr.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based 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 mfgr.
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-12, SP-11, SP-10…).
Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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
8 (Rev-1)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
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 |
9 (Rev-1)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
Location of Work (Frame References) Area (sqft)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (mils) Min Max Mean
SSPC-SP-10/NACE No. 2 SSPC-SP-12/NACE No. 5
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
Abrasive Manufacturer and 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
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils
Place Surface Profile Replica Tape Here
Reading:__________ mils Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________
10 (Rev-1)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (mils) Min Max Mean
SSPC-SP-10/NACE No. 2 SSPC-SP-12/NACE No. 5
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
Abrasive Manufacturer and 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 _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils
Reading: _____ mils _____ mils _____ mils _____ mils _____ mils Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):
_____ mils _____ mils _____ mils _____ mils _____ mils
11 (Rev-1)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15
DATE TEST LOCATIONS CONDUCTIVITY
(microsiemens/cm)
12 (Rev-1)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
Coating Mfg Product Name Batch # Induction 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.
Location (Frame Reference): ___________________
SPOT 1 2 3 4 5
Overall Avg. DFT
ADJUSTMENTS
1 Avg. BMR Deviation 3 Before
Adjustments After Adjustments
Avg.
Location (Frame Reference): ___________________
SPOT 1 2 3 4 5
Overall Avg. DFT
ADJUSTMENTS
1 Avg. BMR Deviation 3 Before
Adjustments After Adjustments
Avg.
Application Method (Airless, Conventional Spray, Rolled) Average DFT
13 (Rev-1)
11000 _JLW_1210_87WPB
WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D)
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 085-010, Rev D, Docking Plan Coast Guard Drawing 87 WPB 111-001, Rev E, Shell Expansion
COAST GUARD PUBLICATIONS
None.
OTHER REFERENCES
None.
3. REQUIREMENTS
3.1 General.
3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):
• 3.2 (UT measurements).
3.1.2 Technical Representative.
Not applicable.
3.1.3 Protective measures.
Not applicable.
3.1.4 Interferences.
14 (Rev-1)
3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.
3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C. Create a sketch to show all locations selected for measurement and record all measurements in Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CIR that contains the sketch and completed Table I.
4. NOTES
This section is not applicable to this work item.
15 (Rev-1)
TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL
SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT
PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE
16 (Rev-1)
11001 _JLW_1210_87WPB
WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O)
1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods, in 10 lots of 25 measurements.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 085-010, Rev D, Docking Plan Coast Guard Drawing 87 WPB 111-001, Rev E, Shell Expansion
COAST GUARD PUBLICATIONS
None.
OTHER REFERENCES
None.
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
Not applicable.
3.1.2 Technical Representative.
Not applicable.
3.1.3 Protective measures.
17 (Rev-1)
3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.
3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C. Create a sketch to show all locations selected for measurement and record all measurements in Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CFR that contains the sketch and completed Table I.
18 (Rev-1)
TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL
SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT
PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE
19 (Rev-1)
12300_JLW_1210_87WPB
WORK ITEM 3: Dirty Oil Tank Clean and Inspect (D)
1.1 Intent. This work item describes the requirements for the Contractor to clean the following tank:
TYPE OF
TANK LOCATION CAPACITY - 95%
(gallons)
LOW SUCTION
(GALLONS)
Dirty Oil 2-13-2-F 86 1
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY - 95% Curves Coast Guard Drawing 87 WPB 601-001, Rev G, Outboard Profile And General Arrangement
COAST GUARD PUBLICATIONS
None.
OTHER REFERENCES
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and
Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets
3. REQUIREMENTS
3.1 General.
3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test by Coast Guard personnel of all designated tank TLIs to demonstrate existing operational condition. Submit a
CFR.
3.2 Cleaning requirements. The Contractor shall 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.
3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all cleaning fluids in
20 (Rev-1) 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 COTR upon completion of work.
3.4 Inspection. The Contractor shall 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.
• Oily water tank - Tank Level Indicator (TLI) and/or float switch condition.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
• Strainers – verify that strainers are not touching the hull or tank bhds.
3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR 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.
3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.
4. NOTES
4.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests.
21 (Rev-1)
12301_JLW_1210_87WPB
WORK ITEM 4: Oily Water Tank Clean and Inspect (D)
1.1 Inten Ut. This work item describes the requirements for the Contractor to clean the following tank:
TYPE OF
TANK LOCATION CAPACITY - 95%
(gallons)
LOW SUCTION
(GALLONS)
Oily Water 2-13-1-F 85 1
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY - 95% Curves Coast Guard Drawing 87 WPB 601-001, Rev G, Outboard Profile and General Arrangement
COAST GUARD PUBLICATIONS
None.
OTHER REFERENCES
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and
Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets
3. REQUIREMENTS
3.1 General.
3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs (oily water tank) to demonstrate existing operational condition. Submit a CFR.
3.2 Cleaning requirements. The Contractor shall 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
3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all cleaning fluids in
22 (Rev-1) 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 COTR upon completion of work.
3.4 Inspection. The Contractor shall 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.
• Oily water tank - Tank Level Indicator (TLI) and/or float switch condition.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
• Strainers – verify that strainers are not touching the hull or tank bhds.
3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR 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.
3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.
4. NOTES
4.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all
23 (Rev-1)
12302_JLW_1210_87WPB
WORK ITEM 5: Tanks (MP Fuel Service) Clean and Inspect (D)
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tanks:
TYPE OF
TANK LOCATION CAPACITY - 95%
(gallons)
LOW SUCTION
(GALLONS)
Diesel Fuel 3-9-1-F 1450 40 Diesel Fuel 3-9-2-F 1450 40
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 87 WPB 601-001, Rev G, Outboard Profile and General Arrangement
COAST GUARD PUBLICATIONS
None.
OTHER REFERENCES
Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and
Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets
3. REQUIREMENTS
3.1 General. The Contractor shall refer to Coast Guard Drawing 87 WPB 601-001 for guidance.
3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs to demonstrate existing operational condition. Submit a CFR.
3.2 Cleaning requirements. The Contractor shall 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
24 (Rev-1)
3.3 Tank content and waste disposal. The Contractor shall dispose of 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 COTR upon completion of work.
3.4 Inspection. The Contractor shall 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.
• Oily water tank - Tank Level Indicator (TLI) and/or float switch condition.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
• Strainers – verify that strainers are not touching the hull or tank bhds.
3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of any KO-authorized repair and preservation procedures. Notify the COTR 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.
3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.
4. NOTES
4.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all
25 (Rev-1)
15010_JLW_0311_87WPB
WORK ITEM 6: Pilothouse Deck (Aluminum), Inspect , Preserve, and Renew Electrical Matting (D)
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to inspect, preserve the pilothouse deck and renew the electrical matting installed above the deck.
1.2 Government-furnished property.
None.
2.…
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