Mining Method Sample Clauses

Mining Method. The mine is fully equipped with modern machineries and equipments for mining and overburden handling, mining operations are being carried out by opencast semi-mechanized method. Topsoil of 0.5 – 3.0 m is scraped through excavator and stacked at designated sites. Below the cover of top soil there are layers of murram and hard rock of weathered sandstone having thickness of 1.0 m to 3.0 m. below this lies massive sandstone varying in thickness from 4.0m to 20.0 m which is removed by blasting. Overburden is handled by excavator - dumper combination. The productive, around 1.0 to 10.0m, zone is exposed by excavating overburden. Mining of sandstone starts with separating the layer from natural bondage by chisel and hammering along cleavage plane / weaker zone. The stone layer breaks non-dimensionally depending upon free face available. It is then sized to possible dimension by chisel and hammer. Line drilling method is also used to split massive sandstone blocks. Finally, it is splitted along the natural split planes to yield single solid slab of desired thickness ready to use. Mineral will be transported to the processing plant. It will be cut into sizes as per market demand and packed. This is then transported outside by the end user’s. Mechanization The following machinery will be deployed in the mine: S. No. Name of machinery Make Nos. 1 Compressor Atlas 4 2 Chain pulley - 1 3 Crane (Coles) - 1 4 Diesel Power screw compressor - 1 7 Dumper - 17 8 Hydaulic crane Escort 8 9 Xxxx Xxxxxx Machine - 4 10 JCB - 1 11 Rock drill machine - 1 14 Tractor crane - 1 15 Tractor - 5 16 Water compressor - 1 17 Water Pump - 3 18 Water Tanker - 3 19 Wagon drilling machine - 4 Other auxiliary equipments required are:
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Mining Method. A) Mining method, recovery factor, mining losses, processing loss. The reserves of mineral have been estimated by surface area method. Structural behavior and the control of mineralization the physical limits of the ore bodies such as strike length, width and depth extension has been defined. Based on the pit exist in the lease and level of confidence gained at the time of previous excavation the estimated reserves have been classified into 111 categories. The area has been calculated from sections. The area has been multiplied by the influence length of mineral on the cross section and then multiplied by the bulk density. This gives us the geological reserves of ore. The mineral is intermixed of soil, so the recovery is 85% of mineral. The remaining shall have 5% sub grade, 10% Waste.
Mining Method. The mining method employed at the Ovoot Tolgoi deposit could be described as open pit terrace mining utilizing large scale hydraulic excavators and shovels and trucks. Terrace mining is utilized where coal seams dip steeply and operating machinery on the coal seam roof and floor is not possible, due to the steep seam dips. Terraces, or benches, are excavated along fixed horizontal horizons and these benches intersect both coal and waste. Coal and waste are mined separately on each bench with dozers being used, as needed, to push coal or waste down to the excavator for loading onto trucks. This mining method allows large scale open pit mining to occur productively in steeply dipping coal seam environments. All waste is dumped ex-pit, as the steep dips preclude in-pit dumping. The open pit limits extend across the Ovoot Tolgoi Mining Licence boundary into the adjacent lease held by MAK. As described previously, the Company and MAK have a cooperation agreement in place to allow mining across the boundary, which stipulates that SGS is responsible for removal of MAK waste but MAK is responsible for mining of MAK coal. Accordingly, the current reserve estimate does not include any coal within the MAK lease that must be extracted as part of the Company mining operation. Therefore in the current mine plan, no revenue has been assumed for the MAK coal whereas costs have been assumed for stripping off the MAK waste.

Related to Mining Method

  • 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

  • Voting Method Unless otherwise provided by law, when a vote is taken upon any measure before the Board, with a quorum being present, a majority of the votes cast shall determine its outcome. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, is counted for the purposes of determining whether a quorum is present. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, however, is not counted in determining whether a measure has been passed by the Board, unless otherwise stated in law. The sequence for casting votes is rotated. On all questions involving the expenditure of money and on all questions involving the closing of a meeting to the public, a roll call vote shall be taken and entered in the Board's minutes. An individual Board member may request that a roll call vote be taken on any other matter; the President or other presiding officer may approve or deny the request but a denial is subject to being overturned by a majority vote of the members present. Any Board member may request that his or her vote be changed before the President announces the result. Any Board member may include a written explanation of his or her vote in the District file containing individual Board member statements; the explanation will not be part of the minutes. Minutes The Board Secretary shall keep written minutes of all Board meetings (whether open or closed), which shall be signed by the President and the Secretary. The minutes include:

  • Accounting Methods Implement or adopt any material change in its accounting principles, practices or methods, other than as may be required by GAAP or any Governmental Entity.

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

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

  • Measurement method An isolation resistance test instrument is connected between the live parts and the electrical chassis. The isolation resistance is subsequently measured by applying a DC voltage at least half of the working voltage of the high voltage bus. If the system has several voltage ranges (e.g. because of boost converter) in conductively connected circuit and some of the components cannot withstand the working voltage of the entire circuit, the isolation resistance between those components and the electrical chassis can be measured separately by applying at least half of their own working voltage with those components disconnected.

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

  • Interconnection Product Options Interconnection Customer has selected the following (checked) type of Interconnection Service:

  • Power Factor Design Criteria Developer shall design the Large Generating Facility to maintain an effective power delivery at demonstrated maximum net capability at the Point of Interconnection at a power factor within the range established by the Connecting Transmission Owner on a comparable basis, until NYISO has established different requirements that apply to all generators in the New York Control Area on a comparable basis. The Developer shall design and maintain the plant auxiliary systems to operate safely throughout the entire real and reactive power design range. The Connecting Transmission Owner shall not unreasonably restrict or condition the reactive power production or absorption of the Large Generating Facility in accordance with Good Utility Practice.

  • 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.

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