Connection Requirements.
(a) The Generator shall arrange, at its sole expense, for all Facility connection requirements in accordance with Applicable Law to permit the Delivery of Renewable Electricity to the Connection Point.
(b) All Connection Costs shall be for the account of the Generator and, as applicable, the TFO and/or DFO with which the Generator has arranged connection of the Facility pursuant to the Connection Agreement, any Construction Commitment Agreement, and the ISO Tariff, DFO Tariff, and/or TFO Tariff, as applicable. Notwithstanding the foregoing, the Generator shall notify the AESO from time to time during the Term of any such Connection Costs originally paid by it which become refundable or payable, or are refunded or paid, to the Generator in respect of any such agreement or tariff, or in respect of any construction contribution previously paid by the Generator, and the Generator shall assign or pay, as the case may be, all such amounts to the AESO.
(c) The Generator shall provide, at its expense, all power system components on the Generator's side of the Connection Point, including all transformation, switching and auxiliary equipment, such as synchronizing and protection and control equipment required, pursuant to Applicable Law and any requirements deemed necessary by the System Operator, the TFO or the DFO, as applicable from time to time, to protect the safety and security of the AIES, the Transmission Facility, the Distribution Facility and each of their customers, each as the case may be.
(d) The Generator agrees to install protective equipment to protect its own personnel, property, and equipment from variations in frequency and voltage or from temporary delivery of other than three-phase power, whether caused by the Facility, the AIES, the Transmission Facility or the Distribution Facility.
Connection Requirements. Except as provided in subsection (4) of this section, there shall be no connection, either by a sewer or by other means, between a public sanitary sewer and an excavation or basement for any structure until the structure is completely roofed and the excavation around the basement is backfilled to grade. Backfill may be omitted in the area in which the sanitary sewer connection is to be made.
Connection Requirements. As a Member, you will be provided access to the Network. All connection alternatives to the Network require compliance with the Rules and with the technical standards outlined herein. You acknowledge that the system load produced on the Trading System by your Member Front End Installation may be measured by the Exchange and may be limited if deemed necessary by the Exchange in any manner determined by the Exchange as long as it does not unduly prejudice a particular member.
Connection Requirements. All proposed receiving or delivery connections must meet tender, tankage, hourly flow rate conditions, and metering requirements as they exist at the time of requested connection and must also have provisions which will allow for increases to maximum line flow rate and pressure conditions. All proposed connection designs must be approved by Carrier, and all costs of connections shall be paid by the connecting party.
Connection Requirements a. The discharge will be from wastewater generated from usage of the subject site as a matter of normal day-to-day business per the approved use(s) on site. Sewage shall meet the standards of the Ordinance of Berkeley Heights entitled "An Ordinance to regulate the Disposal of Sewage... " duly adopted April 4, 1956, and as it may be amended from time to time. The construction of sewer lines and lateral with appurtenances on the User’s site shall meet the standards of the Ordinance entitled, "An Ordinance to Regulate the Construction of Lateral, Interceptor and Trunk Sanitary Sewers... " duly adopted February 1, 1956, and as it may be amended from time to time.
b. Prior to connection, the User must provide any documentation requested by the Township describing the nature of the wastewater to be discharged into the Berkeley Heights system and the nature of any materials that may be stored on the site.
c. Any user flowing equal to or greater than 2,000 GPD shall, prior to being permitted to make connection to the Berkeley Heights sewage system, pay for any and all studies regarding sewer capacity or sewage system maintenance, including, but not limited to, downstream studies and hydraulic evaluations, determined to be necessary by Berkeley Heights, in its sole and absolute discretion, and thereafter pay for upgrades necessitated by the use of the Property. Berkeley Heights shall undertake said reviews and studies and shall construct the upgrades. User shall reimburse the Township within 90 days of the completion of the studies/upgrades.
Connection Requirements. The following is a list of fiber optic and other connection requirements for the development of an Institutional Network (I-Net) within Xxxxxxx County, MD. For ease of design review, the facilities are grouped by geographic area. All fiber counts listed are in addition to other fiber counts listed (additive, not duplicative). In all cases, incremental fiber should be used wherever feasible. Please refer to Section 2 for facility street addresses.
Connection Requirements. High-speed internet connection is required for the proper functioning of the Services.
Connection Requirements. The User must comply with the requirements applying to the User and the User's Equipment as set out in Schedule 4.
Connection Requirements. The Daphniafilter system (Figure 4) has been designed with inlet and outlet connection pipes of 110 mm diameter to facilitate the connection with the other units and to avoiding clogging problems. The material of the pipes is preferable to be polyethylene, since it provides smooth surfaces avoiding biofilm and/or sludge attachment which helps to prevent clogging problems. DAPHNIAFILTER Inflow pipe Outflow pipe Purge
Connection Requirements. The BSP technology consists in an agitated reactor with a flexible incoming water feed position see Figure 5: BSP diagram bird’s eye view (left) and BSP diagram cross sectional view (right). With consideration to the inlet and the outlet are not side by side. A connection can be made in the depth of the tank (ground level) as well as in overflow (1 m above ground level). Depending on the incoming water height one of these options may be preferable. When functioning independently and for flow rates going from 0.1 to 10 m3/h, the BSP reactors are fed by PVC piping. See Table 8 for piping specifications. The treated water outlet is always done by over flow with the same PVC piping. The incoming and outgoing pipeline size is flexible and can be modified if necessary.
