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a <br />a <br />(~ revision of such a system would have to be closely tied to <br />~f the actual mining operation, with recognition given to the <br />a following general design considerations: <br />1) Slopes of drainage ditches and channels would be <br />kept moderate, or control drogs or channel protec- <br />a tion provided to reduce erosion potential; <br />2) Culverts would be provided under constructed road- <br />a ways giving consideration to natural drainageways <br />and adequate design flows; <br />3) Riprap protection would be provided in areas which <br />would otherwise be susceptible to erosion. <br />Because no runoff is anticipated, a National Pollutant <br />Discharge Elimination System (NPDES) permit is not <br />a required. <br />Soils on site are within the A hydrologic soil group, <br />These soils have high infiltration rates when thoroughly <br />wet and a low runoff potential. <br /> <br /> <br />a <br />a <br />a G-Z <br />