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October 2000 -11- 003-2191 <br />• vectors. These aze attracted to food and animal waste that will not be taken ai the <br />subject site. The site will maintain a minimum 20,000-gallon water storage tank to <br />provide continual dust suppression for the activities. The plan to control nuisance <br />conditions has been included in Appendix 11. <br />2.1.4 No surface or groundwater pollution will occur from the activities or placement of the <br />depository. The site is planned as a "zero" discharge facility such that the surface water <br />and storm dischazge water coming from the facility will be retained in a 100-year <br />storage containmentfaciliry. The groundwater will be protected by compliance with the <br />most stringent liner specifications established by state regulation. The operator may use <br />1) a geosynthetic clay liner (GCL) (see Appendix 6), 2) a recompacted clay liner <br />meeting the ]0-' cm/sec requirement (Appendix 6), or 3) demonstrate than natural <br />lithology without recompaction at the excavation of cell flooring is available. It is <br />anticipated at this time that a compacted clay liner will be the primary design for the <br />liner based on permeability testing (Appendix 14) from on-site clay that indicates it <br />. meets the permeability requirement of 10-' cm/sec. The backup liner, if clay sources <br />are inadequate for the entire landfill or if found to be more cost-effective, will be GCL. <br />The point of compliance for groundwater is the six hydrologic monitoring wells places <br />surrounding the property. Of the six total wells drilled on the property, three are drilled <br />and completed on the east side of the property and three are placed on the west side, <br />each side having one in each corner and one in the middle of the property. See Figure 8 <br />for the location of the wells. <br />2.1.5 The applicant has made a demonstration that the depository will comply with <br />groundwater protection standards at the relevant point of compliance. The <br />demonstrationis set forth in the following text. <br />2.1.6 The sediment control and storm water control system has been designed to control the <br />100-yeaz 24-hour precipitation event during the different stages of operations and after <br />final closure. This information is included in Appendix 3 and on Drawings 3,4,5 and 6. <br />V9MI91~1915dJiWmnn1090.drc Sedalia Recycling Center and Depository <br />