Harvest Methods Sample Clauses

Harvest Methods. Geoduck shall only be harvested by a diver using a hand-held, manually operated water jet controlled at all times by the diver.
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Harvest Methods. The harvesting methods to be employed in the Community Forest will generally mirror those methods used elsewhere in Northeast British Columbia. For the most part we envision utilizing conventional xxxxxx bunchers employing a cut-to-length system with decking to roadside. This approach will maximize harvesting productivity and minimize soil disturbance. Existing contractors within the local area are familiar with this system of harvesting which will be key to successful harvesting operations. Harvesting methods and activities will also ensure that fuel management considerations are fully integrated into the forest management activities of the Community Forest.

Related to Harvest Methods

  • Test method 3.3.1. The method used shall be that described in Annex 3, paragraph 3.1.

  • Procurement Method (a) Quality-Based Selection (b) Selection under a Fixed Budget

  • NETWORK INTERCONNECTION METHODS 64.1 This Section sets forth the terms and conditions for Network Interconnection Methods (NIMs) provided between CenturyLink and CLEC for the Interconnection Facilities established between the Parties’ networks. Additionally, this Section describes the physical architecture for the Interconnection of the Parties’ facilities and equipment required for the transmission and routing of Local Traffic, ISP-Bound Traffic, IntraLATA LEC Toll Traffic, VoIP-PSTN Traffic, Transit Traffic and Jointly Provided Switched Access Service Traffic.

  • Payment Methods A. Except as otherwise provided by this Contract, the payment method will be one or more of the following:

  • ICE Method The method used to calculate One-Month LIBOR, as described in Section 3.05.

  • Deployment Method You may only install the Products on servers and workstations under the control of your third-party service provider who hosts the Products on your behalf in a public cloud, and will deploy the Products only in the operating environment specified on the order. If the “Cloud Platform for AWS” operating environment is specified on the order, you may deploy the Products listed on the order solely in an Amazon Web Services environment, except for any Products which technically require deployment in a different operating environment. If the “Cloud Platform for Azure” operating environment is specified on the order, you may deploy the Products listed on the order solely in a Microsoft Azure environment, except for any Products which technically require deployment in a different operating environment. 4. 部署方式。您只能在代表您于公共云中托管产品的第三方服务提供商控制的服务器或工作站上安装产品,并且您将只在订单指定的操作环境中部署产品。如果订单上指定了“Cloud Platform for AWS”操作环境,您仅可以在Amazon Web Services 环境中部署订单上所列之产品,因技术要求必须被部署在其他操作环境中的产品除外。 如果订单上指定了“Cloud Platform for Azure”操作环境,则您仅可以在 Microsoft Azure 环境中部署订单上所列之产品,因技术要求必须被部署在其他操作环境中的产品除外。

  • Billing Method 1.5.1 To receive payment for services rendered under this contract, the Contractor shall submit a fully completed invoice for work previously performed to: Minneapolis Public Housing Authority Attention: Accounts Payable, Suite 307 0000 Xxxxxxxxxx Xxx X, Xxxxxxxxxxx, XX 00000 or: xxxxxxxx@xxxxxxx.xxx

  • Purchase Order Flip via Ariba Network (AN) The online process allows suppliers to submit invoices via the AN for catalog and non- catalog goods and services. Contractors have the ability to create an invoice directly from their Inbox in their AN account by simply “flipping” the purchase order into an invoice. This option does not require any special software or technical capabilities. For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider of MFMP the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider the right and license to reproduce and display within the system the Contractor’s trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract.

  • Payment Methodology The Contractor shall be compensated based on the Service Rates in Attachment for units of service authorized by the Institution in a total amount not to exceed the Contract Maximum Liability established in Section C.1. The Contractor’s compensation shall be contingent upon the satisfactory completion of units of service or project milestones identified in Attachment B. The Contractor shall submit invoices, in form and substance acceptable to the Institution with all of the necessary supporting documentation, prior to any payment. Such invoices shall be submitted for completed units of service or project milestones for the amount stipulated.

  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

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