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r <br />ANNUAL MINE INFL047 REPORT <br />1988 Page -2- <br />• MINING LOCATIONS AND PROJECTIONS <br />Development of sub-main entries within the Orchard Valley West Mine (OV[dP+) h'as <br />entailed the major mining functions since initial production started during Jan- <br />uary, 1987. Initial development of the I West Sub-Plain from the portals in a <br />westward direction was completed in February, 1987. The South III Sub-thins <br />were then driven northward with completion in July, 1987, The II West Sub-Mains <br />were then developed in an eastward direction off the South III Sub-Mains with <br />completion of II West in April, 1988. Panel G development was started in May, <br />1988, in a northeastern direction off the II West Sub-Mains. <br />Projections for [he next year are limited to continued advancement of Panel G in <br />a northward direction to the location of the projected 47' displacement fault. <br />CWI anticipates mining in only one section for the remainder of 1988 and <br />throughout 1989 (see mining projections map). <br />MINE INFL047 <br />The mine inflow study at the Orchard Valley [dent Mine was completed in July of <br />1988. Total natural mine inflow at present is at 1,566,000 gallons annually. <br />This equates to an inflow of 2.98 gal./min. <br />There is presently one major location of mine inflow, the existing pilot hole <br />for the proposed ventilation shaft at X-cut 4k10 of the South III Sub-Mains. The <br />• pilot hole is approximately 300' deep and from drilling records most of the wa- <br />ter inflow supply is located 70' below the surface. This water elevation indi- <br />cates ground water flow through bedrock. Flow from the pilot hole into the mine <br />has been occurring since completing the pilot hole on 05/28/88. This pilot hole <br />is the major contributor to mine inflow at present. This flow is expected to <br />continue at least until the vent shaft construction is completed and possibly <br />longer depending on whether grouting will be implemented into the construction <br />phase. <br />The remaining inflow at the OV[dPt consists of seepage both from the roof and <br />floor but predominantly from the floor. After immediate exposure some of the <br />water inflow exists as a measureable flow for one to Eour weeks while most of <br />the inflow exists as wet strata (roof, floor, ribs, etc.). There has been a <br />greater number of "seeps" in relation to mined area at the Orchard Valley West <br />Mine than what was observed at the Orchard Valley Mine. However, the OVWM still <br />remains a relatively dry mine with respect to other mines in the North Fork Val- <br />ley. <br />MINE OUTFL041 <br />CWI has no plans for discharge of water from within the mine to the surface. No <br />water has been pinnped to the surface from the Orchard Valley idest Mine. IE ex- <br />cessive mine inflow does occur, this excess water will be pumped into the north- <br />ern end of the South III Sub-Mains. CWI has no long-term plans of retreat min- <br />ing this area as it lies within the Roatcap Creek buffer zone protection area. <br />Eventually [he South III Sub-Mains will be sealed at approximately 18 X-cut and <br />• therefore this area will be available for handling any excess water. <br />.. ~ ..... ~ :^f. .. ,di.. .«-. ,..'vim.-.'i..:.t _ .....v~+,.C_x:.u .. ... ..,..3~r .,~.~..._„ .....w,®:_L.e:~~s`ir - ~a..._. <br />