Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:
Parameters In calculating the MtM Exposure for each Transaction, the following parameters are set on the Transaction Date: ▪ On-Peak Initial Xxxx Xxxxx ▪ Off-Peak/On-Peak Price Ratio ▪ Off-Peak Initial Xxxx Xxxxx ▪ MW-Measure: initial Capacity PLC Per Tranche ▪ On-Peak Estimated Energy Quantity Per MW-Measure for each of the twelve calendar months ▪ Off-Peak Estimated Energy Quantity Per MW-Measure for each of the twelve calendar months ▪ Number of awarded Tranches In calculating the MtM Exposure for each Transaction, the following parameters are set each Business Day subsequent to the Transaction Date: ▪ On-Peak Forward Price ▪ Off-Peak Forward Price ▪ Current Capacity PLC Per Tranche ▪ On-Peak Estimated Energy Quantity ▪ Off-Peak Estimated Energy Quantity Process to Update the On-Peak Initial Mark Prices and Off-Peak Initial Mark Prices on a Daily Basis On each Business Day subsequent to the Transaction Date, the Pricing Agent will contact four Reference Market-Makers to obtain price quotes for on-peak and off-peak energy for PJM Western Hub. The Pricing Agent may not rely upon quotes from Seller or any Affiliate of Seller. The updated mark for a month will be equal to the average mark for that month over all sources from which a quote is available. If a monthly quote is available from any source, only the monthly quote or monthly quotes shall be used. Where quotes provide a bid and ask, the average shall be used. Where a quote for an individual month is unavailable, but the month is quoted as part of a “packaged” quote (e.g., January 2011 is only available in the form of a January/February 2011 “packaged” quote or an annual quote): ▪ If the other month/months of the package quote is/are also unavailable, then the marks for all months of the package will be calculated by multiplying the packaged quote by the ratio of the corresponding month to the corresponding calculated package quote from the previous day. Example: There are no On-Peak quotes available on day X during the contract for July 2011 or August 2011. However, there is an On-Peak July/August 2011 packaged quote of $73.00/MWh available. The On-Peak marks from day X-1 for July 2011 and August 2011 were $73.50/MWh and $76.50/MWh respectively. The day X On-Peak mark for July 2011 is set at 73.00 * [73.50] / [( (73.50 * 352) + (76.50 * 336) ) / (352+336) ] = 73 * (73.50/ 74.97) = $71.57/MWh. The day X On-Peak mark for August 2011 is set at 73.00 * [76.50] / [( (73.50 * 352) + (76.50*336) ) / (352+336) ] = 73 * (76.50 / 74.97) = $74.49/MWh. ▪ If the other month/months of the package quote is/are available, then the mark for the month will be set such that the average of the month and the other month(s) (weighted for either the On-Peak Hours or Off-Peak Hours as applicable) equals the packaged quote (see calculation example below).
Staffing Plan The Board and the Association agree that optimum class size is an important aspect of the effective educational program. The Polk County School Staffing Plan shall be constructed each year according to the procedures set forth in Board Policy and, upon adoption, shall become Board Policy.
Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.
Commercial Operation Date Testing and Modifications Prior to the Commercial Operation Date, the Connecting Transmission Owner shall test the Connecting Transmission Owner’s Attachment Facilities and System Upgrade Facilities and System Deliverability Upgrades and Developer shall test the Large Generating Facility and the Developer Attachment Facilities to ensure their safe and reliable operation. Similar testing may be required after initial operation. Developer and Connecting Transmission Owner shall each make any modifications to its facilities that are found to be necessary as a result of such testing. Developer shall bear the cost of all such testing and modifications. Developer shall generate test energy at the Large Generating Facility only if it has arranged for the injection of such test energy in accordance with NYISO procedures.
Benchmarks for Measuring Accessibility For the purposes of this Agreement, the accessibility of online content and functionality will be measured according to the W3C’s Web Content Accessibility Guidelines (WCAG) 2.0 Level AA and the Web Accessibility Initiative Accessible Rich Internet Applications Suite (WAI-ARIA) 1.0 for web content, which are incorporated by reference.
Maintenance Manual No later than 60 (sixty) days prior to the Project Completion Date, the Contractor shall, in consultation with the Authority’s Engineer, evolve a maintenance manual (the “Maintenance Manual”) for the regular and preventive maintenance of the Project Highway in conformity with the Specifications and Standards, safety requirements and Good Industry Practice, and shall provide 5 (five) copies thereof to the Authority’s Engineer. The Authority’s Engineer shall review the Maintenance Manual within 15 (fifteen) days of its receipt and communicate its comments to the Contractor for necessary modifications, if any.
Monitoring System In each case in which the Custodian has exercised delegated authority to place Assets with a Foreign Custodian, the Custodian shall establish a system, to re-assess or re-evaluate selected Foreign Custodians, at least annually in accordance with Rule 17f-5(c)(3).
Project Management Plan 3.2.1 Developer is responsible for all quality assurance and quality control activities necessary to manage the Work, including the Utility Adjustment Work. Developer shall undertake all aspects of quality assurance and quality control for the Project and Work in accordance with the approved Project Management Plan, Good Industry Practice and applicable Law. 3.2.2 Developer shall develop the Project Management Plan and its component parts, plans and other documentation in accordance with the requirements set forth in Section 1.5.2.5
