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Honeywood Coal Company <br /> Stormwater Management Plan <br />' Page 2 <br /> 4. Description of Potential Pollutant Sources/Material Inventory <br />' a. No materials are or have been treated, stored or disposed <br /> of in a manner to allow exposure to stormwater discharge. <br /> b. No significant spills or leaks of toxic or hazardous <br /> pollutants have occurred at the facility. <br /> c. The stormwater generated by this mining operations will <br /> not potentially contain any pollutants except sediment. <br />' d. No existing discharge sampling exists for stormwater <br />discharges. <br /> 5. Stormwater Ouality Controls <br />' <br /> a. SWMP Administrator: The individuals within the mining <br /> organization responsible for developing the SWMP and <br /> assisting the mine operator in the implementation of the <br />' plan are Jim Stover and L. Kirt Jewkes with J. E. Stover <br /> & Associates, 2768 Compass Drive, STE 101, Grand <br /> Junction, CO, 80506, phone 245-4101. <br />t <br /> b. Risk Identification and Assessment: The stormwater <br /> generated by this mining operation will not potentially <br /> contain any pollutants except sediment. There is no <br />' source of process water that could become mixed with <br /> stormwater. There is no loading or unloading operations; <br /> outdoor storage of chemicals or equipment; outdoor <br /> milling or processing activities; historic: mine drainage; <br /> tailings ponds; crushing facilities or significant dust <br /> or particulate generating activities; on-site waste <br />' disposal practices or stockpiles of overburden, raw <br /> material, intermediate products, byproducts, finished <br /> products or waste products that have any potential for <br />' contributing pollutants to stormwater runoff. <br /> c. Preventive Maintenance: Preventive maintenance is <br /> required in two types of areas. The two areas include <br />t the haul road ditches and the outslopes of the ponds. <br />' The drainage ditches must be maintained, shaped and clear <br />to allow water to flow uninterrupted along the length of <br />the drainage ditches. The ditch turnouts must be <br />maintained, shaped and clear to assure that all of the <br />flow along the ditch is directed into the ditch turnout. <br />The sediment structure located at the end of each ditch <br />turnout must be kept in good repair. Sediment must be <br />' periodically removed from the sediment structures. <br />1 <br />