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• APPENDIX N <br />PROBABLE HYDROLOGIC CONSEQUENCES <br />EAST SALT CREEK -GROUND WATER <br />In a letter dated February 18, 1985, Hydro-Geo Consultants submitted a letter report <br />regarding the Probable Hydrologic Consequences of water inflow into the McClane <br />Canyon Mine. Page 4 of the report states: Alt seems that the major quantity of water <br />inflow into the mine is related to the saturated part of the coal seam, and in particular, in <br />the zone near the fault where the coal is more fractured. The lower part of the Cameo <br />coal seam seams to be more saturatedc. Information on page 4 and page 5 further <br />indicates water inflow into the mine increased as the mine was developed downdip to <br />the northeast. Page 5 states AThe average inflow into the mine decreased from about <br />5 gpm after mining to 1.6 gpm during the last four months. The decrease in water <br />inflow after mining is explained by the expansion of the zone of influence and by the <br />depletion of the storage in the coals. Based on verbal conversations (9/99) with John <br />Walters, the mine engineer, the mine water inflow stabilized at about 0.9 gpm in the <br />graben. <br />Figure 4.2-3 presents the projected saturated zone of the Cameo Coal Seam. Mining in <br />the graben extended about 4,500 feet through the saturated zone. <br />The flow of water beneath the ground surface through all soils except coarse gravel and <br />• larger materials occurs as laminar flow: that is, the path of flow will follow a regular <br />pattern, with adjacent paths of water particles all flowing parallel. For this condition, <br />Darcy=s law for water traveling through soils can be applied to determine the rate and <br />quantity of flow, and the seepage forces that result from this flow. In its most direct <br />form, Darcy=s law is' <br />q = kiA <br />where: q =the quantity of flow in a unit of time <br />k =the coefficient of permeability for the soil <br />i =hydraulic gradient <br />A =the cross-sectional area of the soil through which flow is <br />occurring (normal to the direction of flow) <br />Aquifer characteristics of the Rollins sandstone and the Cameo coal seam are <br />discussed in Powderhorn Coal Company=s mining permit, C-81-041, Appendix 7-2. <br />Page six of this appendix which was prepared by Bruce A. Collins, PH.D., cites a slug <br />test performed by J. F. Sato & Associates in Coal Gulch, 25 miles northwest of Cameo. <br />The slug test produced an average transmissivity for the 23.5 ft. thick Cameo coal bed <br />of 3 ft2/day, for a hydraulic conductivity (k) of 0.11 ft./day. <br />1 Textbook, Soil Mechanics and Foundations, David F. McCarthy, 1988 <br /> <br />Appendix N - TR-16 - 1 - 10/08 <br />