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required for maintenance or under upset conditions. Impoundment design, operation, maintenance, and reclamation <br />information is provided in Exhibit 8w. While it has not been necessary to utilize the basin for this purpose, it is <br />occasionally used to collect and retain minor quantities of Prepazation Plant wash-down water. As an incised and <br />closed basin (ie: no outlet) the only inputs are thickener overflow, wash-down water from the Preparation Plant, or <br />minor incident precipitation, which aze subsequently pumped back into the system by a portable floating pump <br />installation. Water level in the sump is monitored and managed as part of the ongoing plant operations. <br />SMALL AREA EXEMPTIONS AND ALTERNATIVE SEDIMENT CONTROLS <br />The CDMG has approved several Small Area Exemptions (SAE'S) and Alternative Sediment Controls (ABC's) <br />within the permit area. Effective drainage and sedimentation control in these areas will be achieved by a variety of <br />methods, including gravel or asphalt surfacing, vegetative filters, installation of fabric filter fences, rock check <br />dams, gravel filters or berms. <br />Rockdust Tank <br />A SAE for sedimentation control has been granted for the rockdust tank and truck access/unloading azea. The total <br />disturbance will be approximately 0.5 acres. Of the total, 0.3 acres will be surfaced with pit run gravel, which acts <br />as an infiltration screen for any overland flow associated with the rockdust tank and access/unloading area. <br />Estimated peak flow from the area for the 10-year, 24-hour event is 0.04 acre-feet. Runoff from the topsoil pile is <br />controlled by a berm/swale/rock filter system. in addition to the infiltration screen, flow from the tank and <br />unloading azea is conveyed by means of swales and berms to a gravel filter. These measures, in conjunction with <br />existing vegetation, aze effective in controlling runoff from the azea, as observed during previous inspections. <br />Fish Creek Dewaterine Site <br />. At the dewatering site, drainage and sediment will be controlled by the use of ABC's including filter fences, gravel <br />filters, and existing vegetation. <br />In reference to the 0.5 acre topsoil stockpile located to the southwest of the pond, a berm will be established around <br />the stockpile to direct runoff from the stockpile to the two grave] filters by the stockpile. This will effectively treat <br />the estimated 0.02 AF of runoff from the 10-yeaz, 24-hour event until temporary vegetation is established on the <br />stockpile. Once this occurs, the berm and filters can be removed. <br />The runoff from the 0.2 acre stockpile adjacent to the transformer will drain to the low area of negative drainage <br />northeast of the stockpile where adequate vegetation exists to provide filtering and treatment of the water. The <br />small area exemption is shown on Map 26, Fish Creek Borehole Area Facilities and Access Road. The collection <br />TR 05-47 2.05-79.1 Revised - Mazch 2005 <br />