Extract to table

Ridgeline, as the new entrant seeking physical interconnection with ATPC's established mainline infrastructure, is the primary cost-causer of the interconnection facilities that must be constructed, installed, and commissioned at the Wetzel County Interconnect

Operational Flow Requirements at the Interconnect ATPC concurs with the general design premise that the Wetzel County Interconnect shall support bidirectional gas flow between the ATPC and Ridgeline systems

As contemplated by both parties, the initial design capacity of the interconnection shall be 800 MMcf/d, with the facilities designed and constructed to be expandable to 1

ATPC specifies the following minimum pressure requirements at the interconnection point: (a) Primary Flow Direction (Ridgeline to ATPC): When gas flows from the Ridgeline system into the ATPC mainline at the Wetzel County Interconnect, Ridgeline shall deliver gas at a minimum pressure of 800 psig at the interconnection point flange

(b) Reverse Flow Direction (ATPC to Ridgeline): When gas flows from the ATPC mainline into the Ridgeline system at the Wetzel County Interconnect, ATPC shall deliver gas at a minimum pressure of 750 psig at the interconnection point flange

Finally, ATPC insists that any filing of the Interconnection Agreement as a FERC rate schedule must be fully coordinated between the parties and filed simultaneously by both ATPC and Ridgeline with the Commission