ES Methodology Sample Clauses

ES Methodology night-time assessment The Applicant has undertaken a night-time assessment and prepared two night-time photomontages from viewpoint 2 and 7b (now 7). The Applicant notes that Drax Power Station is already well lit, and the future baseline is likely to reduce the extent of lighting. The reduction in lighting associated with the future baseline relates to the demolition of the FGD equipment (which are cream NYCC recommended that a night- time visual assessment be undertaken if external lighting is proposed. NYCC have requested that future lighting on the site is minimised to prevent the incremental build-up of lighting on the site and reduce adverse visual effects. NYCC confirmed that they agree with this approach. Agreed Ref Description of Matter Applicant – Current Position SDC and NYCC – Current Position Position coloured structures) covered under a Town and Country Planning application (reference 2020/0994/FULM). As such this change cannot form part of the assessment of the Proposed Scheme and the positive benefit attained cannot be acknowledged. Lighting will be required for health and safety reasons and it is expected that lighting introduced would be down lit LED lights; this will be detailed in a lighting strategy. The process has been agreed and the applicant has discussed some draft documents with the Authorities. The final document remains in development and completion to the satisfaction of the Authorities will need to be secured through the DCO.
Sample 1
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ES Methodology night-time assessment The Applicant has undertaken a night-time assessment and prepared two night-time photomontages from viewpoint 2 and 7b (now 7). The Applicant notes that Drax Power Station is already well lit, and the future baseline is likely to reduce the extent of lighting. The reduction in lighting associated with the future NYCC recommended that a night- time visual assessment be undertaken if external lighting is proposed. NYCC have requested that future lighting on the site is minimised to prevent the incremental build-up of lighting on the site and reduce adverse visual effects. Agreed
Sample 1

Related to ES Methodology

  • Calculation methodology No adjustment in the Conversion Price need be made unless the adjustment would require an increase or decrease of at least 1% in the Conversion Price then in effect, provided that any adjustment that would otherwise be required to be made shall be carried forward and taken into account in any subsequent adjustment. Except as stated in this Article VI, the Conversion Rate will not be adjusted for the issuance of Common Stock or any securities convertible into or exchangeable for Common Stock or carrying the right to purchase any of the foregoing. Any adjustments that are made shall be carried forward and taken into account in any subsequent adjustment. All calculations under Article V and Section 6.06 hereof and this Section 6.07 shall be made to the nearest cent or to the nearest 1/10,000th of a share, as the case may be.

  • Methodology 1. The price at which the Assuming Institution sells or disposes of Qualified Financial Contracts will be deemed to be the fair market value of such contracts, if such sale or disposition occurs at prevailing market rates within a predefined timetable as agreed upon by the Assuming Institution and the Receiver.

  • 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.

  • Claims Review Methodology a. C laims Review Population. A description of the Population subject to the Quarterly Claims Review.‌

  • 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.

  • Cost for Service and Charge Methodology – POS to The NWSA Service Area and Department (Acct if appropriate) Service Item (from list above) Method of Charges1 Basis for Charge Hourly Rate, Fixed Percentage or Formula 2021 Budgeted Amount2 Commission Office Dept #1200 3.a Fixed Based upon agreed amount of $250,000 per year. $250,000

  • Selection Criteria Each Contract is secured by a new or used Motorcycle. No Contract has a Contract Rate less than 1.00%. Each Contract amortizes the amount financed over an original term no greater than 84 months (excluding periods of deferral of first payment). Each Contract has a Principal Balance of at least $500.00 as of the Cutoff Date.

  • METHODS OF CALCULATION 1. Bi-Weekly 158. An employee whose compensation is fixed on a bi-weekly basis shall be paid the bi-weekly salary for his/her position for work performed during the bi-weekly pay period. There shall be no compensation for time not worked unless such time off is authorized time off with pay.

  • Particular Methods of Procurement of Goods Works and Services (other than Consultants’ Services)

  • 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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