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COLORADO DEPARTMENT OF HE4LTH, Water Quality Control Division <br />Rationale - Page 2. Permit No. COG-850025 <br />III. RECEIVING STREAM: <br />A. Identification, Classification and Standards <br />1. Identification: All discharges will go to an unnamed drainage <br />ditch segment 4) that is tributary to the Colorado River, Lower <br />Colorado River subbasin, Lower Colorado River Basin (Planning <br />Region 11). <br />2. Classification: Segment 4 is classified for the following <br />uses: Recreation, Class 2; Aquatic Life, Class 2 (Cold); <br />Agriculture. <br />3. Numeric Standards: The standards which have been assigned in <br />accordance with the above classifications can be found in 3.7.0 <br />Classifications and Numeric Standards for the Lower Colorado <br />River Basin (5 CCR 1002-8). It should be noted that this <br />facility does not discharge pollutants which are limited by <br />water quality standards with the exception of pH. <br />B. Receiving Water Data <br />1. Stream Low Flow: Not applicable; effluent limitations are not <br />flow based. <br />IV. FACILITY DESCRIPITION: <br />The Newcastle Energy Corporation Lacy Loadout facility is used for <br />temporary storage of coal for loading onto railroad cars. The estimated <br />lifetime at this facility is approximately 5 years. The loadout <br />facility is associated with the Newcastle Energy Corporation Coal Ridge <br />;~1 Mine nearby, which is currently not producing, but the maximum <br />production rate is up to 1,000,000 tons per year. There are no <br />post-mining areas at this facility. There is no bath house or sanitary <br />wastewater contributions at this facility. There is no bulk storage of <br />diesel fuel, gasoline, solvents or other hazardous materials at the <br />site. Land application of wastewater does not occur at this site. The <br />facility is not located within one mile of a landfill or any other mine <br />or mill tailings. <br />'At the loadout facility, only surface runoff water enters the <br />containment pond. Since the containment pond has been designed to <br />capture runoff water resulting from a 10-year, 24-hour event or less, it <br />is anticipated that little flows will be discharged. If significant <br />runoff water is collected, it will stand in the pond for at least 24 <br />hours before being pumped into the drainage channel through discharge <br />point 001. No chemicals are used for treatment in the pond. <br />