SENECA

CGC SENECA (WMEC-906) DOCKSIDE AVAILABILITY 2011

USCGC SENECA (WMEC 906)

270 FOOT "B CLASS" MEDIUM ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By: Mr. Pete Pilla (Rev-4, 1 March 2011)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References viiiConsolidated List of Government-furnished Property ixConsolidated List of Critical Inspection Items xPrincipal Characteristics

1General Requirements

9WORK ITEM 1: Tanks (Dirty Oil and Waste), Clean

11WORK ITEM 2: Tanks (Potable Water), Inspect

13WORK ITEM 3: Tanks (Ballast), Clean and Inspect

15WORK ITEM 4: Sewage Holding Tanks, Clean and Inspect

18WORK ITEM 5: Sewage Piping, Clean and Flush

21WORK ITEM 6: Tanks ( Sewage Holding ) , Preserve “ Partial ”

23WORK ITEM 7: Watertight Doors and Scuttles (External), Renew

27WORK ITEM 8: Tanks (Ballast), Preserve “Partial”

30WORK ITEM 9: Tanks ( Potable Water ), Preserve “Partial”

33WORK ITEM 10: Tanks (Dirty Oil and Waste), Preserve “Partial”

36WORK ITEM 11: Deck Panels, Renew

38WORK ITEM 12: Controllable Pitch Propeller (CPP) Systems, Renew Attached Pumps and Overhaul Suction Strainers

42WORK ITEM 13: Dumbwaiter Door Assembly, Renew

45WORK ITEM 14: Deck Covering (Electrical Matting), Renew

47WORK ITEM 15: Hangar Door Curtin Barrel Assembly, Overhaul

52WORK ITEM 16: JP-5 Tank Vent , Renew

54WORK ITEM 17: Oily Water Separator, Overhaul

57WORK ITEM 18: Sewage Piping , Renew

59WORK ITEM 19: Air Overflow Vent Terminations, Renew

62WORK ITEM 20: JP-5 Tank Cover, Repair

64WORK ITEM 21: Potable Hot Water Tank, Renew

67WORK ITEM 22: Binoculars Foundation, Renew

69WORK ITEM 23: Twin Pivot Arm Davit, Level 2 Inspect and Repair

74WORK ITEM 24: Articulating Crane, Level 2 Inspect and Repair

77WORK ITEM 25: Anchor Windlass, Level 2 Inspect and Repair

80WORK ITEM 26: Cooling Coils, Renew

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.

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.

Consolidated List of ReferencesThe 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: http://www.assistdocs.com/search/search_basic.cfm

· Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

· Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications:

· American Welding Society (AWS): http://www.awspubs.com/index.php

· ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

· NFPA: http://www.nfpa.org

· SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 905 WMEC 111-001, Rev D, Shell Expansion Fwd 101 Coast Guard Drawing 905 WMEC 113-002, Rev A, Tank Top Plating & Framing Aft 182 Coast Guard Drawing 905 WMEC 123-001, Rev E, Dumbwaiter Trunk & FDN FR 165 Coast Guard Drawing 905 WMEC 154-001, Rev E, Pilot House Lvl & Top Coast Guard Drawing 905 WMEC 167-001, Rev K, List of Structures and Closures (Sheets 1-10 & Sheet 20, 30, 34) Coast Guard Drawing 905-WMEC 233-5, Rev A, Prop Diesel Fuel Oil Sys Diag Coast Guard Drawing 905 WMEC 241-002, Rev A, Stbd Red Gear A&D Coast Guard Drawing 905 WMEC 241-005, Rev A, Port Red Gear A&D Coast Guard Drawing 905 WMEC 506-001, Rev H, Overflow Air Escape and Sounding Tube System Diagram Coast Guard Drawing 905 WMEC 529-001, Rev J, Ballasting & Emergency Bilge Drainage Sys Coast Guard Drawing 905 WMEC 533-003, Rev F, Pot Wtr Brominator Sys Diag Coast Guard Drawing 905 WMEC 533-004, Rev A, Pot Wtr Brominator Sys A & D Coast Guard Drawing 905 WMEC 533-005, Rev B, H&C Potable Water System Main Deck A&D Coast Guard Drawing 905 WMEC 533-006, Rev A, H&C Potable Water System 01 Level and Above A&D Coast Guard Drawing 905 WMEC 533-007, Rev A, H&C Potable Water Below Main Deck -OMS Coast Guard Drawing 905 WMEC 541-001, Rev G, Fuel Oil & Xfer System Diagram Coast Guard Drawing 905 WMEC 581-1, Rev D, Anchor Handling A & D Coast Guard Drawing 905 WMEC 581-4, Rev D, Anchor Windlass A & D Coast Guard Drawing 905 WMEC 583-6, Rev C, Articulating Crane A & D Coast Guard Drawing 905 WMEC 583-7, Rev D, Articulating Crane Hydraulic Sys Diag Coast Guard Drawing 905 WMEC 583-8, Rev B, Articulating Crane Hydraulic Sys – A & D Coast Guard Drawing 905 WMEC 588-10, Rev C, Hangar A & D Coast Guard Drawing 905 WMEC 588-11, Rev C, Hangar Electr Wiring Assy Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above – A&D Coast Guard Drawing 905 WMEC 593-008, Rev J, Oily Bilge System Diag Coast Guard Drawing 905 WMEC 593-009, Rev B, Oily Bilge A & D Coast Guard Drawing 905 WMEC 593-010, Rev B, Auto Oily Wtr Sep – A & D Coast Guard Drawing 905 WMEC 593-011, Rev D, Auto Oily Water Sep Elect Schem Coast Guard Drawing 905 WMEC 593-012, Rev D, Piping Sys Mods Incid to OWS Install Coast Guard Drawing 905 WMEC 801-003, Rev F, General Arrangement – 02/Pilot House & Abv

COAST GUARD PUBLICATIONS

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 2351 (SFLC Std Spec 2351), Jan 2009, Overhaul DC Generators and Motors In-Shop Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), Jan 2009, Overhaul AC Electrical Motors In-Shop Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Coast Guard Technical Publication (TP) 2817, Oct 1991, Technical Manual for the Controllable-Pitch Propeller Coast Guard Technical Publication (TP) 2837, Section 581-A, Jul 1998, Capstan-Windlass Model X-1836 Coast Guard Technical Publication (TP) 2838, Section 583-D, Dec 2007, Technical Manual for Iowa Tooling Co. Articulating Boat Crane Coast Guard Technical Publication (TP) 2839, Jun 2007, Manufacturer’s Instruction Book, SWBS Group(s) 588-593, SWBS 588, Section A, Telescope Aluminum Helicopter Hangar Model No. 1230-5 Coast Guard Technical Publication (TP) 3943, Dec 2007, Amendment 5, Nov 2009. Twin Pivot Arm Davit – Type TW. PIV 5.0B-Ref No 5558-1 thru 5558-15 Coast Guard Technical Publication (TP) 3956A, July 2008, Oily Water Separator System - Model 2000-OCD

OTHER REFERENCES

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities ASTM International (ASTM) B633, Nov 1998, Standard Specification for Electrodeposited Coating of Zinc on iron and Steel ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4174, Re-approved 1999, Standard Practice for Cleaning, Flushing, and Purification of Petroleum Fluid Hydraulic Systems ASTM International (ASTM) E797, 2001, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for Coding Level of Contamination by Solid Particles MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited 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)/NACE International (NACE) 2004, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal 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.

($/Unit)

S418L-2664

S418-2663

PVG48-3 C3 2 642 “30 KW”

*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

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 Twin Pivot Arm Davit, Level 2 Inspect and Repair Articulating Crane, Level 2 Inspect and Repair

Anchor Windlass, Level 2 Inspect and Repair

PC_270B_WMEC_1109

Principal Characteristics 270' WMEC (B Class)

Physical Characteristics

Hull Characteristics

Machinery Characteristics

Tank CAPACITIES

00000_0310_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (1209) 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 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

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.

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

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

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

3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazard wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.3 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with, the local and state regulations.

3.4.4.4 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://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.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Specific Area Being Preserved: ___________________________________________________________

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 manufacturer(s).

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 manufacturer(s).

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.

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 (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc). Conduct 5 sets of 3 readings for the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Measure soluble salt conductivity (5 measurements per 1000 sqft) – maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 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.

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 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ 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)

(DP – Surface)

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-3 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Surface Profile Measurements: ___________________________________________________________

(mils)

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 separate log for each area/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

Average Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Work (including frame numbers): _______________________________________ Area (square feet): ____________

(microsiemens/cm)

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence) Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Coating Manufacturer: ___________________Product Name: _______________________Batch Number: ____________ Induction Time: _______________________________________________________________ Coating System Sequence (Indicate Whether: Primer, Touch-Up Primer, Barrier Coat, 3rd Coat…): __________________ Dry Film Thickness (DFT) Measurements IAW SSPC PA-2

*BASE METAL READING (BMR)

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

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

12300_DO_0310_FLT

REC_12310_FLT_270’ WMEC ‘B’ Class (ALL) (0310)

WORK ITEM 1: Tanks (Dirty Oil and Waste), Clean

1. SCOPE

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

(gallons) LOW SUCTION (gallons)

*(Note: Tank CAPACITY - 95% at 95%)

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings None.

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. The Contractor shall accomplish the following for all designated tanks in paragraph 1.1 (Intent).

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 TLI'S and valves (including foot valves), to demonstrate existing operational condition. Submit a CFR.

3.1.2 Tank content removal. The Contractor shall remove and dispose of up to a total of 1,000 gallons of dirty oil and oily waste.

NOTE

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

.3 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 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 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.

3.5 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all designated tank TLIs to prove satisfactory operating condition. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

12301_POTWTR_DLA_1209_FLT

REC_12314_FLT_270’ WMEC ‘B’ Class (ALL) (0310)

WORK ITEM 2: Tanks (Potable Water), Inspect

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

(gallons)

LOW SUCTION

(gallons)

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 533-005, Rev B, H&C Potable Water System Main Deck A&D Coast Guard Drawing 905 WMEC 533-006, Rev A, H&C Potable Water System 01 Level and Above A&D Coast Guard Drawing 905 WMEC 533-007, Rev A, H&C Potable Water Below Main Deck -OMS Coast Guard Publications None.

Other References American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard drawings 905 WMEC 533-005, 905 WMEC 533-006, and 905 WMEC 533-007 for guidance. The Contractor shall notify the Dockmaster prior to filling or draining the potable water tank(s), when this item is being executed in a drydock availability. The Contractor shall accomplish the following for the tank(s) designated in paragraph 1.1 (Intent):

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 tank TLIs for tanks listed in paragraph 1.1 (Intent), to demonstrate existing operational condition. Submit a CFR.

3.1.2 Tank content removal. Remove and dispose of all fluids and/or residues in accordance with all applicable Federal, state, and local regulations.

3.1.3 Inspection. Remove manhole cover(s); and 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, if any.

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

· Tank level indicator (TLI) and/or float switch condition (if applicable).

· Sounding tube and striker plate condition.

· Suction and discharge piping condition.

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

3.2 Tank closing. The Contractor shall 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 ANSI/NSF 61. Renew all stud cotton grommets (as applicable) upon reinstallation of manhole cover(s).

3.3 Tank disinfecting. After all other authorized work involving the potable water system and tank closing have been completed, the Contractor shall disinfect and treat the affected potable water tank(s) and associated disturbed piping and components, as necessary, to meet or exceed the requirements of AWWA C652. After tank disinfecting; remove and dispose of all treated water in accordance with all Federal, state and local regulations.

NOTE

Ensure that no one enters the tanks once disinfection is completed.

3.4 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all disturbed tank TLIs to prove satisfactory operating condition. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

12316_DLA_0209_FLT

REC_12316_FLT: 270’ WMEC ‘B’ Class (ALL) (0809)

WORK ITEM 3: Tanks (Ballast), Clean and Inspect

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

(gallons)

LOW SUCTION

(gallons)

Note: Tanks also used as for storing grey water – considered immediately dangerous to life and health (IDLH).

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 529-1, Rev J, Ballasting & Emergency Bilge Drainage System Diagram Coast Guard Publications None.

Other References ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard Drawing 905 WMEC 529-1 for guidance. The Contractor shall do the following for the structure(s) designated in paragraph 1.1 (Intent):

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.

3.1.2 Content removal. Remove and dispose of all fluids and/or residues in accordance with all applicable Federal, state, and local regulations. Plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings. Maintain a plug accountability log outside the tank(s) to prevent any of the installed temporary plugs from being lost inside the tank or forgotten inside at tank closure.

3.1.3 Cleaning. Remove access cover(s). Clean the designated structure’s interior surfaces free of all foreign materials, such as sediment, sludge and fungus growth. Remove all persistent residues, taking care not to damage the tank coating system. Remove cleaning media and residues continuously from the compartment during the washing process. Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Collect, contain, and dispose of all wash media, residues, and cleaning materials in accordance with all Federal, state, and local regulations.

3.1.4 Inspection. Visually inspect all interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CIR including the following, as applicable:

· Structural condition.

· Inaccessible areas, if any.

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

· Tank level indicator (TLI) and/or float switch condition.

· Sounding tube and striker plate condition.

· Suction and discharge piping condition.

· Fastener material and condition.

3.2 Closing. The Contractor shall ensure that the compartment(s) remain open for approximately 24 hours after completion of the tasks specified above. Notify the COTR at least 24 hours prior to closing the compartment(s). After satisfactory inspection by the Coast Guard Inspector, and completion of all authorized repairs, close the manhole cover(s) with new gasket material conforming to ASTM D1330 and new cotton grommets on each stud (as applicable). The Contractor shall renew up to 10% of missing or damaged nuts and washers.

3.3 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all designated tank TLIs to prove satisfactory operating condition. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

59302_DLA_1209_FLT

REC_59301_FLT_270’ WMEC ‘B’ Class (ALL) (1209)

WORK ITEM 4: Sewage Holding Tanks, Clean and Inspect

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

(Gallons) LOW SUCTION (Gallons)

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above – A&D Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Other References ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard drawings 905 WMEC 593-001, 905 WMEC 593-002, 905 WMEC 593-003, 905 WMEC 593-004, 905 WMEC 593-005, 905 WMEC 593-006 and 905 WMEC 593-007 for guidance.

3.1.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Piping.

· Pump(s).

3.1.2 Plugs. The Contractor shall plug all inlet and outlet piping in the tank(s) to prevent contaminants from entering. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings. Maintain a plug accountability log outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or forgotten inside at tank closure. Submit this log to the Coast Guard Inspector after completion of work item.

3.2 Cleaning. The Contractor shall do the following for the tank(s) listed in paragraph 1.1 (Intent):

3.2.1 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all tank TLIs, to demonstrate existing operational condition. Submit a CFR.

3.2.2 Content removal. Remove and dispose of all contents, fluids, and/or residues in accordance with all applicable Federal, state, and local regulations

3.2.3 Cleaning requirements. Remove manhole cover(s). Clean all tank structure’s interior surfaces free of all foreign materials, sediment, and sludge. Remove all persistent residues, taking care not to damage the tank coating system. Remove cleaning media and residues continuously from the tank during the washing process. Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Collect, contain, and dispose of all wash media, residues, and cleaning materials in accordance with all Federal, state, and local regulations. Clean all tank vent lines. Remove and clean the eductors and level switches inside of the tank(s). Reinstall the eductors and level switches upon completion of tank cleaning. Use new gaskets and o-rings to install/reinstall all removed/disturbed components.

3.2.4 Inspection. Visually inspect all 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), vacuum and/or float switch condition.

· Suction and discharge piping and vent line condition.

· Fastener material and condition.

· Zinc anode condition (remaining percentage).

3.2.5 Control Panel Assembly. Open and vacuum clean the control panel assembly. Inspect the control panel assembly for any indications of overheating or loose wiring or connections. Submit a CFR

3.3 Closing. The Contractor shall 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 the manhole cover(s) with new gasket material conforming to ASTM D1330. The Contractor shall renew up to 10% of missing or damaged nuts and washers.

3.4 Operational test – post repairs. After completion of work, the Contractor shall accomplish the following in the presence of the Coast Guard Inspector, and submit a CFR.:

3.4.1 Adjust the set point on each of the vacuum pressure switches (as applicable) to the set points noted previously.

3.4.2 Verify operation of the low and high level switches/alarms and that the pumps cycle from lead to lag status during operation. Witness an operational test (by Coast Guard personnel) of all designated tank TLIs to prove satisfactory operating condition.

3.4.3 Upon completion of testing and, in the presence of the Coast Guard Inspector, pump tank(s) to the limit of the ship’s installed pumps.

4. NOTES

This section is not applicable to this work item.

59321_MWC_0209_FLT

REC_59320_FLT_270B WMEC (ALL) (0309)

WORK ITEM 5: Sewage Piping, Clean and Flush

1.1 Intent. This work item describes the requirements for the Contractor to clean the sewage piping system.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System, Arrangement and Details Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Arrangement and Details Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System Above Main Deck Arrangement and Details Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Other References ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems

3. REQUIREMENTS

3.1 General. The Contractor shall clean approximately 450 linear feet of sewage system piping, using Coast Guard Drawings 905 WMEC 593-004, 905 WMEC 593-005, 905 WMEC 593-006, and 905 WMEC 593-007 as guidance

3.1.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Vacuum collection and transfer pumps.

· Toilets.

3.1.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.2 Contamination prevention. The Contractor shall take all precautions to prevent contamination of personnel and spaces in accordance with all applicable Federal, state, and local regulations.

3.3 Cleaning plan. The Contractor shall establish a plan for cleaning the designated piping system, listing the step by step procedures necessary to ensure that all foreign debris is removed from the piping system.

NOTE

Although the Coast Guard prefers pressurized water as the cleaning fluid, the Contractor may propose chemical cleaning as an alternative, providing that the proposed chemical cleaning agent conforms to DOD-STD-2187 (where applicable), is environmentally safe, and pre-approved by the COTR. Due to the fact that sewage system piping has historically been difficult to clean by pressure washing only, chemical cleaning is usually required to successfully complete the cleaning process. The Contractor shall submit a MSDS to the COTR for all chemicals proposed for use.

3.3.1 Procedure requirements. Ensure that the procedure includes the following:

· Methods of cleaning.

· All safety precautions required during cleaning operations.

· List of qualified personnel who will operate machinery or handle chemicals (see paragraph 3.8 (Personnel qualification) herein).

· Locations in the grey water piping where cleaning will take place, and any additional fittings necessary.

· Sequence of each location that ensures all piping sections will be cleaned and all foreign debris removed.

3.3.2 Plan submittal. Submit the written plan to the COTR for approval at least 48 hours prior to commencing cleaning operations.

3.4 Cleaning operations. Upon approval of the plan, the Contractor shall proceed with the cleaning of all horizontal and vertical runs of the piping system at no more than 25-foot intervals, as follows:

3.4.1 Pumps and valves. Replace system tank valve(s) with temporary spool piece(s). Visually inspect system pumps and valve(s); and submit a CFR. Upon completion of work, reinstall the removed tank valve(s) with new gaskets.

3.4.2 Cleaning. Continue cleaning until all of the following conditions are met:

· All visible calcium carbonate deposits, solid deposits and build-up are removed from the pipe walls.

· Discharge water from the piping being cleaned is free of all visible scale and deposits.

3.4.3 Waste disposal. Dispose of all cleaning fluids and debris in accordance with all applicable Federal, state, and local regulations. Remove all unused chemicals from USCG property immediately upon completion of work item.

NOTE

Do not drain any fluids (including fresh water) into any space, bilge, or exterior location.

3.5 Gasket renewal. The Contractor shall reinstall all removed valves and fittings with new gasket material conforming to ASTM D1330.

3.6 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all items or shipboard devices that have been disturbed, used, repaired, altered, or installed, to prove satisfactory operating condition. Submit a CFR.

3.7 Leak test. After all system components are reinstalled, the Contractor shall test all disturbed piping for leaks, as follows:

· Plug all system openings (except the highest) and fill system with water to the point of overflow. Ensure that the water level does not go down (without adding any water) for sufficient time to inspect the entire system (no less than 15 minutes).

· Closely monitor the system for leaks. Repair all leaks detected.

· Repeat test and inspection until no leaks are detected.

· Submit CFR.

3.8 Personnel qualification. The Contractor shall ensure that personnel accomplishing this work are qualified and experienced in operating the pressurized water system and handling the chemicals. For each operator/cleaning technician, submit documentation of applicable experience and training obtained within the last twelve months along with the Cleaning Plan (see paragraph 3.3.2 (Plan Submittal)).

3.9 Inspection. The Contractor shall inspect the piping interior using a borescope in the presence of the COTR, to verify that all solid deposits visible to the unmagnified eye have been removed. Continue the cleaning process until all visible solid deposits are removed from the pipe walls.

4. NOTES

This section is not applicable to this work item.

63110_0310_FLT

REC_59301_FLT_270’ WMEC ‘B’ Class (ALL) (1209)

WORK ITEM 6: Tanks ( Sewage Holding ) , Preserve “ Partial ” 1. SCOPE

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

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above – A&D 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), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses Other References None.

3. REQUIREMENTS

in COMDTINST M10360.3, Appendix B (Cutters and Boat Interior Paint Systems). Power tool clean all affected surfaces to “bare metal”, in lieu of using abrasive blasting; and feather edges of existing intact coating to the prepared areas, in order to provide a smooth transition with the new paint. Select finish/top coat color to match existing adjacent surfaces.

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

NOTE

Surfaces being preserved are considered “critical-coated surfaces”.

S_16802_TEF_0209…