LNG Heel Sample Clauses

LNG Heel. Except (a) on the Vessel’s maiden voyage under this Agreement; (b) following a Scheduled Drydocking or lay-up; or (c) when otherwise instructed by Customer, Contractor undertakes that the Vessel shall always (A) when waiting to load LNG at Customer’s Facilities and (B) when arriving at an LNG loading port other than Customer’s Facilities, be in a ready-to-load condition with the average temperature of each cargo tank being either, for a membrane type Vessel, no warmer than minus one hundred and thirty degrees Celsius (-130ºC) or, for a xxxx type Vessel (measured at the equatorial ring of each tank) no warmer than minus one hundred and ten degrees Celsius (-110ºC) with the ability to maintain such temperature for a period of not less than twenty four (24) hours after the later of 00:00 hours on the scheduled loading date or of the time of tendering of notice of readiness for the loading of LNG. Contractor, the Master and Customer shall agree, from time to time based on current experience, the quantity of LNG to be retained on board following regasification of LNG or cargo discharge for the purpose of cooling and, where applicable, propulsion on a ballast passage. However, the Master shall at all times endeavour to keep to a minimum the quantity of LNG retained on board following such regasification of LNG or cargo discharge; provided, however, that the Master shall make such determination only after confirming the Vessel’s schedule for the receipt or delivery of LNG under any applicable LNG SPAs and any Designated Trades (as the same may vary from time to time). If either (X) on arrival of another vessel at Customer’s Facilities from which the Vessel is required to receive a transfer of LNG or (Y) on arrival of the Vessel at a loading terminal other than Customer’s Facilities from which the Vessel is required to load LNG, the Vessel is not in a ready-to-load condition, the extra time and LNG supplied to the Vessel for the purpose of cooling the Vessel’s cargo tanks shall be for Contractor’s account unless: (i) the applicable LNG transfer or loading, as the case may be, is delayed on Customer’s orders; (ii) where the Vessel is required to receive a transfer of LNG from another vessel at Customer’s Facilities, such other vessel did not arrive at Customer’s Facilities on schedule; (iii) where the Vessel is required to load LNG at a terminal other than Customer’s Facility, the Vessel did not arrive on schedule (as such schedule may have been amended by Customer...
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LNG Heel. (a) For the purposes of this agreement, the FSRU shall satisfy the “Tank Temperature Condition” when the average temperature of the bottom of each cargo tank into which LNG is to be loaded from an LNG Carrier is no warmer than -161° Celsius, and each tank’s average vapour temperature is no warmer than -130° Celsius. (b) Company shall be responsible, in accordance with the Nomination Procedure and LNG Transfer Procedure, for managing the quantities of LNG retained in the FSRU’s cargo tanks after Acceptance in accordance with Good Industry Practice in order to ensure that the FSRU: (i) will at all times satisfy the Tank Temperature Condition; and (ii) is free of LNG on expiry of the Lease Period, and failure so to manage such quantities after Acceptance shall be a Company Risk Event, provided however there shall be no such failure if at any time after Acceptance the FSRU fails to satisfy the Tank Temperature Condition despite the Company having maintained the minimum quantity of LNG heel in the FSRU’s cargo tanks through its Nominations. (c) Owner shall: (i) provide Company with up to date and accurate information regarding the quantities of LNG retained in the FSRU’s cargo tanks (and Owner and Company shall procure that Representatives of each meet after the date of this agreement and seek to agree how the Company might be provided with such information) on a real time basis in the manner described in Clause 22.1(b) in accordance with Good Industry Practice; and (ii) permit the Company’s employees on board the FSRU pursuant to Clause 9.4 to monitor such quantities of LNG.
LNG Heel. Contractor and Customer shall agree, from time to time based on current experience, the quantity of LNG Heel to be retained on board following regasification of LNG for the purpose of cooling, which shall not be less than the Minimum Heel Inventory. Except: (a) for an Event of Force Majeure; (b) following lay-up; (c) when otherwise instructed by Customer, or (d) for an event attributable to Customer or any Service Excusable Event, Contractor undertakes that the Vessel shall always when waiting to load LNG at the FSRU Site be in a ready-to-load condition with the average temperature of each cargo tank (excluding top dome) being no warmer than -130ºC with the ability to maintain such temperature for a period of not less than twenty four (24) hours after the later of 00:01 hours on the scheduled loading date or of the time of tendering of Notice of Readiness for the loading of LNG. LNG normally required for gassing up and cooling for loading LNG following lay-up shall be for Customer's account. In all cases, even where the cost of LNG for gassing up and cooling down is for Contractor's account, Customer will nonetheless procure the supply of all LNG required for gassing up and cooling down.
LNG Heel. Contractor and Customer shall agree, from time to time based on current experience, the quantity of LNG Heel to be retained on board following regasification of LNG for the purpose of cooling, which shall not be less than the Minimum Heel Inventory. LNG normally required for gassing up and cooling for loading LNG following lay-up of the Vessel shall be for Customer's account. In all cases, even where the cost of LNG for gassing up and cooling down is for Contractor's account, Customer will nonetheless procure the supply of all LNG required for gassing up and cooling down of the Vessel.
LNG Heel. The LNG Heel shall be notified by Seller to Buyer [⚫] days prior to the start of the Delivery Window.

Related to LNG Heel

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

  • Workloads The parties agree to the following provisions relating to faculty members' workload. (a) The registration limits for all courses currently offered by the Employer in the academic, career and technology areas are 35 unless established by practice as lower, excepting multiple sections where the limit is the correct multiple of the number of sections involved. (b) The registration limits for English are as follows: (i) Writing and Composition Courses - 25 (ii) Writing Skills -17 (iii) Creative Writing - 22

  • Wastewater investments in the construction, material enhancement, or renewal of infrastructure that supports wastewater and storm water collection, treatment, and management systems. Note: Investments in health infrastructure (e.g., hospitals, long-term care facilities, convalescent centres, and senior centres) are not eligible. Eligible Expenditures will be limited to the following: 1. Infrastructure investments – expenditures associated with acquiring, planning, designing, constructing, or renovating a tangible capital asset and any related debt financing charges specifically identified with that asset. 2. Capacity-building costs – for projects eligible under the capacity-building category only, expenditures associated with the development and implementation of: • Capital investment plans, integrated community sustainability plans, integrated regional plans, housing needs assessments, or asset management plans; • Studies, strategies, systems, software, third-party assessments, plans, or training related to asset management; • Studies, strategies, systems, or plans related to housing or land use; • Studies, strategies, or plans related to the long-term management of infrastructure; and • Other initiatives that strengthen the Recipient’s ability to improve local and regional planning. 3. Joint communications and signage costs – expenditures directly associated with joint federal communication activities and with federal project signage.

  • Shift Rotation Routine shift rotation is not an approach to staffing endorsed by the Employer. Except for emergency situations where it may be necessary to provide safe patient care, shift rotation will not be utilized without mutual consent. If such an occasion should ever occur, volunteers will be sought first. If no one volunteers, the Employer will rotate shifts on an inverse seniority basis until the staff vacancies are filled.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Leave Loading The employer and the individual employee must have genuinely made the agreement without coercion or duress.

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  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

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