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• made consistent, in gallons per minute. The total inflow to the mine on an <br />annual bus is is shown. in Table C, Foidel Creek Mine Water Inflow Summary. The <br />cumulative inflow tabulation is time-dependent, since fault crossings will <br />occur at different times in the mine plan. A graphic representation of the <br />pattern of inflow is shown on Figure A, Mine Inflow Summary. <br />Operational Dewatering Plan <br />Water inflow to the mine will drain by gravity to sump lcoations through- <br />out the area of operation. As shown on Map 23, Mine Plan the layout of the <br />entries and production sections is oblique to the strike of the seam; there- <br />fore, the floor of the mine will have a slight slope and wa±er will drain to <br />one side. Small sumps will be constructed at locations selected by <br />operational personnel, and submersible pumps will be used to deliver water to <br />central pump stations. Depending on location, the pump stations will pump <br />collected water to the nearest discharge point. At the present time the <br />effluent from the mine is planned to be discharged at two locations: (1) the <br />portal area and (2) the Fish Creek dewatering shaft. Additional discharge <br />• points may be considered at a future time in the mine life depending on actual <br />operating conditions. If additional discharge points are found to be required <br />detailed plans regarding these discharge points will be submitted as part of <br />the 5 year permit review. The exact amounts of effluent discharged at each <br />location at any given time will depend on operational conditions, but in <br />general, distribution of pumpage at each discharge point has been devised as <br />shown on Table D, Discharge Routing Plan. <br />• <br />Ex. 33-3 <br />Revised 7/7/86 <br />