Water Depth at Big Bend Terminal Sample Clauses

The 'Water Depth at Big Bend Terminal' clause defines the minimum or required water depth that must be maintained at the Big Bend Terminal for vessels to safely dock, load, or unload cargo. This clause typically specifies the exact depth measurement, the location where it is to be measured (such as alongside the berth or at the approach channel), and may outline responsibilities for monitoring or maintaining this depth, such as through dredging or regular surveys. Its core practical function is to ensure navigational safety and operational efficiency by preventing vessel grounding and minimizing delays due to insufficient water depth.
POPULAR SAMPLE Copied 1 times
Water Depth at Big Bend Terminal. For the purposes of this Agreement, Tampa Electric shall maintain, or cause to be maintained, adequate water depth at its Big Bend Terminal channel, turning basin and berth to accommodate vessels on an even keel to a maximum draft of thirty three (33) feet draft at mean low water. In the event that United is able to show that there is inadequate water depth to accommodate a vessel with a draft of thirty-three (33) feet draft (even keel) at mean low water, then Tampa Electric shall pay to United an amount equal to the difference (i) between the quantity of coal or other Cargo which could have been carried by the vessel at a draft of thirty-three feet and (ii) if a lesser quantity, the quantity of coal or other Cargo which was carried by the vessel, multiplied by the applicable Rate, always provided that United was ready, willing and able to load on board that vessel fully with coal or the other Cargo. Any such Cargo quantities not carried, and for which additional payments are due from Tampa Electric under this paragraph, shall count as Completed Tons as of the date of the completion of discharge of the vessel in question.
View SourceView Similar (2)

Related to Water Depth at Big Bend Terminal

  • TERMINAL LEAVE Any employee who is separated from State service for any reason including layoff shall receive within seven (7) days a lump sum payment for the number of hours of accrued annual leave at the employee's annualized hourly rate of pay.

  • COSTS DISTRIBUTED THROUGH COUNTYWIDE COST ALLOCATIONS The indirect overhead and support service costs listed in the Summary Schedule (attached) are formally approved as actual costs for fiscal year 2022-23, and as estimated costs for fiscal year 2024-25 on a “fixed with carry-forward” basis. These costs may be included as part of the county departments’ costs indicated effective July 1, 2024, for further allocation to federal grants and contracts performed by the respective county departments.

  • Joint Funded Project with the Ohio Department of Transportation In the event that the Recipient does not have contracting authority over project engineering, construction, or right-of-way, the Recipient and the OPWC hereby assign certain responsibilities to the Ohio Department of Transportation, an authorized representative of the State of Ohio. Notwithstanding Sections 4, 6(a), 6(b), 6(c), and 7 of the Project Agreement, Recipient hereby acknowledges that upon notification by the Ohio Department of Transportation, all payments for eligible project costs will be disbursed by the Grantor directly to the Ohio Department of Transportation. A Memorandum of Funds issued by the Ohio Department of Transportation shall be used to certify the estimated project costs. Upon receipt of a Memorandum of Funds from the Ohio Department of Transportation, the OPWC shall transfer funds directly to the Ohio Department of Transportation via an Intra- State Transfer Voucher. The amount or amounts transferred shall be determined by applying the Participation Percentages defined in Appendix D to those eligible project costs within the Memorandum of Funds. In the event that the Project Scope is for right-of-way only, notwithstanding Appendix D, the OPWC shall pay for 100% of the right-of-way costs not to exceed the total financial assistance provided in Appendix C.

  • Purpose of Interconnection Facilities Except as may be required by Applicable Laws and Regulations, or as otherwise agreed to among the Parties, the Interconnection Facilities shall be constructed for the sole purpose of interconnecting the Large Generating Facility to the Participating TO’s Transmission System and shall be used for no other purpose.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (▇▇▇) ▇▇▇-▇▇▇▇. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.