Recycled (R-2) Water; Existing Water Infrastructure. As of the Agreement Date,
Recycled (R-2) Water; Existing Water Infrastructure Sample Clauses
Related to Recycled (R-2) Water; Existing Water Infrastructure
Unbundled Sub-Loop Concentration System (USLC 2.9.1 Where facilities permit and where necessary to comply with an effective Commission order, BellSouth will provide <<customer_name>> with the ability to concentrate its sub-loops onto multiple DS1s back to the BellSouth Central Office. The DS1s will then be terminated into <<customer_name>>’s collocation space. TR-008 and TR303 interface standards are available.
Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.
Unbundled Loop Concentration (ULC) System 2.5.1 BellSouth will provide to <<customer_name>> Unbundled Loop Concentration (ULC). Loop concentration systems in the central office concentrate the signals transmitted over local loops onto a digital loop carrier system. The concentration device is placed inside a BellSouth central office. BellSouth will offer ULC with a TR008 interface or a TR303 interface.
Energy Resource Interconnection Service (ER Interconnection Service).
Drinking Water Adequate arrangement shall be made for the supply of drinking water. If practicable filtered and chlorinated supplies shall be arranged when supplies are from intermittent sources overhead storage tank shall be provided with capacity of five liters a person per day. Where the supply is to be made from a well, it shall conform to the sanitary standard laid down in the report of the Rural Sanitation Committee. The well should be at least 30 meters away from any latrine or other source of population. If possible, hand pump should be installed for drinking water from well. The well should be effectively disinfected once every month and the quality of water should be got tested at the public Health Institution between each work of disinfecting.
One-Way Interconnection Trunks 2.3.1 Where the Parties have agreed to use One-Way Interconnection Trunks for the delivery of traffic from PCS to Verizon, PCS, at PCS’s own expense, shall:
Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.
Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.
Erosion and Sediment Control The Contractor shall install and maintain erosion and sediment control devices to prevent adjacent streets, storm drains and property from accumulations of soil, sediment, or dust which result from his work. Devices installed to control sediment and prevent erosion shall comply with the requirements of the Georgia Tech Project Superintendent. The Contractor is responsible for monitoring downstream conditions throughout the construction period and clearing any debris, sediment, and dust caused by the progress of the Work. The Contractor shall inspect, maintain, and clear erosion and sediment control devices at least weekly unless otherwise directed by the Georgia Institute of Technology Construction Manager. At the conclusion of the Work, the Contractor shall remove all installed devices and restoring the site to the satisfaction of the Georgia Tech Construction Manager.
Irrigation Systems The Project Area either has no irrigation system or a low-volume drip irrigation system. If a watering system is used, it is a drip irrigation system equipped with a filter, pressure regulator and emitters rated at twenty (20) gallons per hour (gph) or less. The system is maintained free of leaks and malfunctions. No spray irrigation is applied to the Project Area, including spray from irrigation systems adjacent to the Project Area.
