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01-03-1985 Council Packet Special Meeting
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01-03-1985 Council Packet Special Meeting
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bedrock formations and the major river systems. These and other geologic <br />features cause vertical movement between aquifers. A;1 of the aquifers are <br />used for drinking water to some extent. <br />The Metropolitan Council recognized the importance of groundwater protection <br />in its Water Resources Policy Plan Guide Chapter adopted in 1973. Policy 29 <br />of this plan states that "solid waste disposal sites must be designed and <br />constructed so as to preclude contamination of groundwater. Existing facili- <br />ties which are polluting the groundwater should be corrected or eliminated". <br />It is now widely recognized that engineering controls such as liners and leach - <br />ate collection systems must be used in new or expanded land disposal facilities <br />to more adequately protect groundwater. Liners are intended to retard leachate <br />seepage and provide containment for collection. Liners are usually made of <br />recompacted clay soils or synthetic fabrics. A leachate collection system is a <br />series of perforated pipes underlying the waste but overlying the liner to <br />allow removal of accumulated leachate. Once collected and removed, leachate <br />must be treated at the site or at a sewage treatment plant. Discharged leach - <br />ate must meet the same effluent quality standards as other sources of indus- <br />trial sewage waste. Compacted, low -permeable soils covering the top of the <br />disposal facility will limit infiltration of water into the waste material. <br />Installation of monitoring and a regular samplinS program can determine the <br />extent of any leachate migration from the site. <br />Land disposal facilities containing unprocessed waste high in organic materials <br />can produce other environmental impacts including explosive, toxic and <br />asphyxiating gases. Methane, a principal component of landfill gas, has been <br />known to accumulate in explosive concentrations and result in damage to persons <br />and property. Landfill gas can be controlled by one or more of the following <br />techniques: 1) lining the site with materials that bloc% the subsurface flow <br />of gas to adjacent land or into buildings off the site; 2) selectively placing <br />material to vent and/or collect gay; and 3) pumping wells to evacuate and vent, <br />burn or process the gas for sale <br />However, for some wastes, engineering controls alone are not adequate protec- <br />tion. The first and primary means of protecting surface and groundwater <br />resources should be the selection of locations that have hydrogeologic char- <br />acteristics, soils, and other natural features that will contain any leachate <br />that escapes engineered control systems. Some soils are better suited for <br />attenuating leachate, or, in other words, reducing its potency. Favorable land <br />disposal locations include areas with thick deposits of low permeable soils and <br />few connections with usablc water supplies. <br />Processing Facilities <br />Solid waste processing facilities include combustion units that recover energy, <br />facilities that prepare the solid waste into a fuel that can be shipped (RDF ), <br />composting facilities and transfer stations. The potential environmental <br />impacts will vary dependiny on the type of facility, waste feedstock and output <br />products. <br />Combustion facilities emit a wide array of substances into the air. The type <br />and quantity of these emissions depends on the furnace type, fuel composition, <br />and operational factirs. Federal and state air quality standards have been <br />developed for trite-•ia pollutants (carbon monoxide, sulfur dioxide, particu- <br />lates, nitrogen ox'.des, ozone, hydrocarbons and lead), and federal emissions <br />
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