Project Information Project Title Fy21 Dla Desc1904 Upgrade Fuel Wharf Project Location Dfsp Tsurumi Japan North American Industry Classification System Naics Code 237990 Other Heavy And Civil Engineering Construction Project Magnitude Between 2 500 000 000 And 10 000 000 000 Japanese Yen Project This Project Will Modernize The Existing Berthing Facilities At Ou 1 By Constructing A Reinforced Concrete Fuel Handling Wharf Mooring Dolphin And Supporting Facilities The Fuel Handling Wharf And Mooring Dolphin Will Be Reinforced Concrete Platforms Supported On Steel Pipe Piles The Wharf Structures Will Accommodate Fully Loaded T 1 Class Tankers And Coastal Barges The Wharf Extension Includes Fuel Piping Two Bollards And Two Fuel Loading Arms Provide A Steel Platform Above The Wharf Deck Around The Two Fueling Arms With Access Stairs At Each End A Mooring Dolphin Will Be Provided At The Southeast Corner Of The Wharf With A Steel Catwalk For Personnel To Access The Dolphin From The Wharf One Bollard Will Be Installed On Top Of The Dolphin Rubber Arch Type Fender Systems Will Be Provided With The New Fuel Handling Wharf And Mooring Dolphin For Absorption Of The Ship S Berthing Energy The Fuel Handling Wharf Will Include A Containment Curb Two Manual Marine Loading Arms Will Be Provided On The New Fueling Wharf To Receive Issue Jp 8 Product Fuel Transfer Piping And Piping Components From The Marine Loading Piping Manifold Will Be Provided To Connect To Existing Jp 8 Fueling Systems The Marine Loading Arms Will Be 200 Mm 8 Inch Nominal Size Positive Displacement Stripper Pumps Will Be Provided To Empty Each Loading Arm New 200 Mm 8 Inch Stainless Steel Fuel Transfer Piping And Piping Components Will Be Provided To Connect The Marine Fuel Loading Arms To The Existing Jp 8 Fuel Piping Systems The Fuel Transfer Piping Will Also Tie Into A New Static Dissipater Additive Injection System Storage Tank Using The Existing Injectors Three Stationary Motorized Spill Containment Boom Reels And Four Tide Risers For Use With Oil Containment Booms Will Be Provided A New Concrete Pad Will Be Provided For Each Boom Reel A Steel Sheet Pile Toe Wall With Concrete Infill Will Be Provided Along The Existing Ou 1 Seawall The Deteriorated Concrete Overpour Along The Existing Seawall On The East Side Of The Project Will Be Removed And The Concrete Seawall Will Be Repaired The Existing Separation Of The Seawall On The Southeast Corner Will Be Repaired
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