Instructional Materials A. The Board recognizes that appropriate texts, library reference facilities, maps and globes, laboratory equipment, audio-visual equipment, art supplies, athletic equipment, current periodicals, standard tests and questionnaires, computers, and similar materials are the tools of the teaching profession. B. Efforts shall be continued to seek and use instructional materials which reflect the contribution and presence of diverse ethnic and cultural groups. C. 1. Selection of instructional materials for each school shall be made by a committee of teachers chosen by the faculty within that school.
Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.
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. 2. In valuing all other Qualified Financial Contracts, the following principles will apply:
Service Providing Methodology 1.3.1 Party A and Party B agree that during the term of this Agreement, where necessary, Party B may enter into further service agreements with Party A or any other party designated by Party A, which shall provide the specific contents, manner, personnel, and fees for the specific services. 1.3.2 To fulfill this Agreement, Party A and Party B agree that during the term of this Agreement, where necessary, Party B may enter into equipment or property leases with Party A or any other party designated by Party A which shall permit Party B to use Party A’s relevant equipment or property based on the needs of the business of Party B. 1.3.3 Party B hereby grants to Party A an irrevocable and exclusive option to purchase from Party B, at Party A’s sole discretion, any or all of the assets and business of Party B, to the extent permitted under PRC law, at the lowest purchase price permitted by PRC law. The Parties shall then enter into a separate assets or business transfer agreement, specifying the terms and conditions of the transfer of the assets.
Loop Testing/Trouble Reporting 2.1.6.1 Telepak Networks will be responsible for testing and isolating troubles on the Loops. Telepak Networks must test and isolate trouble to the BellSouth portion of a designed/non-designed unbundled Loop (e.g., UVL-SL2, UCL-D, UVL-SL1, UCL-ND, etc.) before reporting repair to the UNE Customer Wholesale Interconnection Network Services (CWINS) Center. Upon request from BellSouth at the time of the trouble report, Telepak Networks will be required to provide the results of the Telepak Networks test which indicate a problem on the BellSouth provided Loop. 2.1.6.2 Once Telepak Networks has isolated a trouble to the BellSouth provided Loop, and had issued a trouble report to BellSouth on the Loop, BellSouth will take the actions necessary to repair the Loop if a trouble actually exists. BellSouth will repair these Loops in the same time frames that BellSouth repairs similarly situated Loops to its End Users. 2.1.6.3 If Telepak Networks reports a trouble on a non-designed or designed Loop and no trouble actually exists, BellSouth will charge Telepak Networks for any dispatching and testing (both inside and outside the CO) required by BellSouth in order to confirm the Loop’s working status. 2.1.6.4 In the event BellSouth must dispatch to the end-user’s location more than once due to incorrect or incomplete information provided by Telepak Networks (e.g., incomplete address, incorrect contact name/number, etc.), BellSouth will ▇▇▇▇ ▇▇▇▇▇▇▇ Networks for each additional dispatch required to repair the circuit due to the incorrect/incomplete information provided. BellSouth will assess the applicable Trouble Determination rates from BellSouth’s FCC or state tariffs.