FY 16 DOCKSIDE REPAIRS FOR USCGC CUTTYHUNK(WPB-1322)

USCGC CUTTYHUNK (WPB 1322) SPECIFICATION FOR DOCKSIDE REPAIRS FY2016 Developed By: James E Beechey (Rev-0, 04 April 2016) TABLE OF CONTENTS Revisions Record iii Consolidated List of References iv Consolidated List of Government-furnished Property vi Consolidated List of Critical Inspection Items vii Principal Characteristics viii General Requirements 1 WORK ITEM 1: Grey Water Holding Tank(s), Clean and Inspect 11 WORK ITEM 2: Grey Water Piping, Clean and Flush 15 WORK ITEM 3: Tanks (Aft Grey Water), Preserve "100%" 19 WORK ITEM 4: Temporary Services, Provide - Cutter 22 WORK ITEM 5: Ship Service Diesel Generator(s) (John Deere), Renew 25 WORK ITEM 6: Deck Covering, (Carpeting), Renew (CSMP 2016004) 30 WORK ITEM 7: Hull, Structural Closures, Renew (CSMP 2016005) 33 WORK ITEM 8: Port Lights, Renew (CSMP 2016-008) 37 WORK ITEM 9: Sea Strainers (Duplex) STBD MDE, Renew 39 WORK ITEM 10: Structural, Athwart Ship's Passageway, Repair 42 WORK ITEM 11: Structural Closure, QAWTD Windows, Reseal 45 WORK ITEM 12: Vane Axial Fan/Motor Assembly, Renew 47 WORK ITEM 13: Sewage Piping, Clean And Flush 50 REVISIONS RECORD This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package. DATE REV# WORK ITEM# CHANGES MADE NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated. 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 of 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 110 WPB 151-004, Rev -, Superstructure Details Coast Guard Drawing 110B WPB 085-012, Rev B, Booklet of General Plans Coast Guard Drawing 110B WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 110 WPB 183-003, Rev B, Generator Foundations Modifications Coast Guard Drawing 110 WPB 201-003, Rev -, Machinery Arrangement Coast Guard Drawing 110 WPB 259-002, Rev -, Genset Exhaust Piping System Coast Guard Drawing 110 WPB 320-001, Rev D, Ships Service Power 1-Line Diagram Coast Guard Drawing 110B WPB 256-003, Rev -, Main Engine Sea Water Cooling Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110B WPB 521-001, Rev H, Firemain Piping Arngt Details Coast Guard Drawing 110B WPB 526-001, Rev M; Scuppers & Deck Drains Piping Arrangement Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details Coast Guard Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Layout Coast Guard Drawing 110B WPB 621-400, Rev E, Joiner Work dets-Superstuct Coast Guard Drawing 110B WPB 635-001, Rev D, Linings & Insulation Plan & Details COAST GUARD PUBLICATIONS Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 3988, Sept 2011, Manufacturer's Instruction Book - SWBS Group 311, Ships Service Diesel Generator Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses OTHER REFERENCES ASTM D2000-08 Standard Classification System for Rubber Products in Automotive Applications ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets 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 Institute of Electrical and Electronic Engineers (IEEE), Standard 45, 2002, Recommended Practice for Electrical Installations on Shipboard International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-PRO-160, Jan 2011, Chapter 16, Cofferdams Naval Ships Systems Command Drawing 803-2145518, Rev G, Sprayshields for Mechanical Joints Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric 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)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning 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) 5 Y John Deere Genset Port engine NSN: 6115-01-539-8540 1 ea. 44,433.00 5 Y John Deere Genset Starboard engine NSN: 6115-01-540-3513 1 ea. 44,901.00 5 N 110' Soft Patch Kit NSN: 2040-01-469-1629 1 ea. 1,700.00 5 N **Engine Resilient Mount NSN: 5340-01-597-0654 4 ea. 169.70 5 N **Generator Resilient Mount NSN: 2990-01-597-3399 4 ea. 169.70 7 N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Right Hand Door NSN: 2040-01-294-3545 1 ea. $2,039.17 7 N **4 Dog, 2 Window, Weathertight, 24"x54", Aluminum, Left Hand Door NSN: 2040-01-304-3609 1 ea. $1,778.77 9 Y Kraissl 4" duplex strainer NSN: 4730-01-173-1413 PN 72-48F 1 ea. 4,700.00 12 N Vane Axial Fan NSN: 4140-01-394-8607 1 ea. 7,050.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability. **New or refurbished equipment that the Government may provide for installation in place of existing equipment. ***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)): Work Item Title This section is not applicable to this package. PRINCIPAL CHARACTERISTICS 110' WPB (B-CLASS) PHYSICAL Length overall 110' 0" or 113' if stern flap present Length between perpendiculars 104' 1/2" Depth 10' 1/2" Beam, molded 21' 3" Depth, molded N/A Full load draft 6' 5-3/4" Height of highest projection 55' Full load displacement 165 long tons Anchor 150 lb Danforth with 450 ft. 3" nylon rope Shore tie voltage requirements 450VAC 400A 3PH, 60Hz ungrounded HULL Hull BS-4360, GR 43A Steel Main weatherdeck & superstructure 5086 Aluminum Alloy Frame spacing Various Bulkheads Seven watertight transverse Fin stabilizers Frame 22-1/2 MACHINERY Main propulsion Two Paxman Type 16 RP200M (Valenta) V-16 Diesel; 2880 BHP each @ 1500 RPM (max) Reduction gears Two ZF Model BW 1500 reversible reduction gearboxes; 1.839:1 ratio Number of propellers 2 Number of blades 5 Diameter of bropeller 49.6" Pitch 61.4" Rpm N/A Shaft AQUAMET 17 Shaft diameter 4" Shaft seal Johnson Duramax split face seal Shaft bearings Rubber Cutless or Thordon Rudders Twin underslung type, 5 sq ft each Ship's service generators Two Northern Lights (John Deere), Type M1066A1.11CGP diesel; 130KW, 460V, 60Hz, 3-phase, 3-wire @ 1800 RPM TANK Fuel oil (95%) 9,306 gal. Fresh water (100%) 940 gal. Lubricating oil (95%) 109 gal. 00000_0316_FLT REC_00000_FLT_Commercial Project @ CG Facility (1212) General Requirements 1. SCOPE 1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels. 1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures OTHER REFERENCES None 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 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. 3.2.1 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 fire watch personnel and fire extinguishers for the duration of the availability period. 3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310. 3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats). 3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior). NOTE Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited. 3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740. 3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000: 3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation. 3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________ (Status will be provided to contractor upon award of contract). 3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following: - Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater. - National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges. - Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants. 3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified. 3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint. 3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors' Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out. 3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays). 3.5.6 Additional Requirements. The Contractor shall be aware of the following: 3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility's EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval. 3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations. 3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more. 3.6 Local Policy. None. 3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content: 3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures. 3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%". 3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add "The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating" 3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED-STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235'. 3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3: SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)". 3.7.2 SFLC Standard Specification 0000 General Requirements. 3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 - Acronyms and term definitions', page 5, "PCL (Paint Containing Lead)" definition replaced by, "Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL." 3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, "Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements))." to "Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements))." 4. NOTES 4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of "critical-coated surfaces", are provided at the end of this document. ? QA-1 - QUALITY ASSURANCE INSPECTION FORM (PRESERVATION CHECKLIST) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE LOCATION OF WORK (INCL. FRAME #'S) AREA (SQFT) CHECKPOINT 1 - COATING SYSTEM COMPLIANCE Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C. CHECKPOINT 2 - PAINT STORAGE Ensure all coatings are kept at a temperature of 65 to 85'F at all times, unless otherwise specified by the coating mfgr. CHECKPOINT 3 - AMBIENT CONDITIONS Ensure surface and surrounding temperatures are each between 50 and 90'F for water-containing coatings, and 35 and 95'F for other coatings, unless otherwise specified by the coating manufacturer(s). Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s). Ensure surface temperature is at least 5'F above the dew point, unless otherwise specified by the coating 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-11, SP-10, SP WJ-2...). Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area. Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces). CHECKPOINT 6 - PRIMER COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Verify proper mixing and stand-in (induction) times. Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried. Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s). Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT. Brush out all runs, sags, drips, and puddles. Perform visual inspection for holidays and other defects. CHECKPOINT 7 - STRIPE COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Ensure overcoating window is as per manufacturer's instructions. After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT). CHECKPOINT 8 - TOP COAT APPLICATION Verify environmental conditions (see CHECKPOINT 3). Ensure overcoating window is as per manufacturer's instructions. Verify proper mixing and stand-in (induction) times, as applicable. Verify wet film thickness at random, to prevent under or over application. Brush out all runs, sags, drips, and puddles. CHECKPOINT 9 - FINAL INSPECTION Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area. Ensure that system cure is in accordance with manufacturer's recommendation for intended service. Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment. For immersion coatings (including tank U/W body), record date and time of the following events: Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____ CHECKPOINT 10 - RECORD KEEPING Complete, sign, and submit all provided QA Inspection Forms. NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME QA-2 - QUALITY ASSURANCE INSPECTION FORM (ENVIRONMENTAL READINGS) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat. DATE & TIME ACTIVITY (SURFACE PREPARATION, PRIMER COAT, BARRIER COAT, TOP COAT, ETC...) LOCATION (FRAME & DECK, RELATION TO EQUIPMENT, ETC.) TEMPERATURE % REL. HUMID-ITY DEW PT. SURFACE AMBIENT ?T | DP - SURFACE | NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME QA-3a - QUALITY ASSURANCE INSPECTION FORM (SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE LOCATION OF WORK (INCL. FRAME #'S) AREA (SQFT) SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS) MIN MAX MEAN SSPC-SP-10/NACE No. 2 ? SSPC-SP WJ-1/NACE WJ-1 ? SSPC-SP WJ-2/NACE WJ-2 ? SSPC-SP WJ-3/NACE WJ-3 ? SSPC-SP WJ-4/NACE WJ-4 ? SSPC-SP-3 ? SSPC-SP-11 ? SSPC-SP-11 (inaccessible area) ? Brush-blasting (non-metallic substrate) ? ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE: Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section. Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Reading (mils): Reading (mils): Reading (mils): Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Reading (mils): Reading (mils): Reading (mils): Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Reading (mils): Reading (mils): Reading (mils): Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Reading (mils): Reading (mils): Reading (mils): Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Reading (mils): Reading (mils): Reading (mils): MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS: NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME QA-3b - QUALITY ASSURANCE INSPECTION FORM (SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE LOCATION OF WORK (INCL. FRAME #'S) AREA (SQFT) SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS) MIN MAX MEAN SSPC-SP-10/NACE No. 2 ? SSPC-SP WJ-1/NACE WJ-1 ? SSPC-SP WJ-2/NACE WJ-2 ? SSPC-SP WJ-3/NACE WJ-3 ? SSPC-SP WJ-4/NACE WJ-4 ? SSPC-SP-3 ? SSPC-SP-11 ? SSPC-SP-11 (inaccessible area) ? Brush-blasting (non-metallic substrate) ? ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE: Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section. Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Reading (mils): Mean Reading (mils) Mean Reading (mils) IAW ASTM DD4417). NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME QA-4 - QUALITY ASSURANCE INSPECTION FORM (SURFACE SOLUBLE SALT CONDUCTIVITY LOG) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE LOCATION OF WORK (INCL. FRAME #'S) AREA (SQFT) SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15. DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM) NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME QA-5 - QUALITY ASSURANCE DATA FORM (COATING THICKNESS) (Use one sheet for each sequence) VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE COATING MFG PRODUCT NAME BATCH # 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 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. LOCATION (FRAME REFERENCE): SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS 1 AVG. BMR DEVIATION 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. LOCATION (FRAME REFERENCE): SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS 1 AVG. BMR DEVIATION 2 3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS AVG. APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY, ROLLED) AVERAGE DFT NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME 59301_0914_FLT REC_59301_FLT_110' WPB - B' Class (ALL) (0914) WORK ITEM 1: Grey Water Holding Tank(s), Clean and Inspect 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s): TABLE 1 - TANKS TYPE OF TANK LOCATION CAPACITY - 95% (Gallons) Aft Grey Water 3-28-0-W 144 Fwd Grey Water (uncoated SS tank) 3-23-0-W 80 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, 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 Drawing 110B WPB 528-002 for guidance. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness. 3.1.3.1 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. 3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following: - Piping. - Pump(s). - TLI. - Suction bell. - Sewage ejector. NOTE Coast Guard personnel will operate all shipboard machinery and equipment. 3.2 Operational test - general. 3.2.1 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR. 3.3 Service disruption. When grey water is disrupted due to contractor repairs, the Contractor shall refer to SFLC Standard Spec 0000 par 3.2.11 to provide required temporary facilities. 3.4 C...