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R2015-103 APPROVING A CONSENT ORDER TO SETTLE ALL CLAIMS IN A CITIZENS' COMPLAINT
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R2015-103 APPROVING A CONSENT ORDER TO SETTLE ALL CLAIMS IN A CITIZENS' COMPLAINT
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9/30/2015 9:09:17 AM
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9/30/2015 9:09:15 AM
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Resolution/Ordinance
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R2015-103
Res Ord Title
APPROVING A CONSENT ORDER TO SETTLE ALL CLAIMS IN A CITIZENS' COMPLAINT FILED WITH THE ILLINOIS POLLUTION CONTROL BOARD BY THE CITY AND OTHER UNITS OF LOCAL GOVERNMENT AGAINST CLINTON LANDFILL, INC.
Department
Legal
Approved Date
9/8/2015
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c. Laboratory analysis of the groundwater monitoring conducted pursuant to <br /> this Paragraph III.A.S shall be performed and reported by a laboratory that holds NELAP/TNI <br /> (National Environmental Laboratary Accreditation Program/The NELAC Institute) or equivalent <br /> certification. The Parties acknowledge that the Illinois EPA has the existing legal authority to <br /> split samples with CLI and to conduct testing at Clinton Landfill3. <br /> 6. As of the date of entry of this Consent Order, CLI shall comply with all terms and <br /> conditions of Illinois EPA Landfill Permit No. 2005-070-LF, currently and as modified. <br /> 7. This Consent Order in no way affects the responsibilities of CLI to comply with <br /> any other federal, state or local laws or regulations, including but not limited to the Act. <br /> 8. The existing MGP Source Material within the CWU is currently covered with a <br /> minimum of 12 inches of clean soil as an"intermediate cover," as is required by the Illinois EPA <br /> regulations. In addition to and directly above that intermediate cover layer, CLI shall place an <br /> additional 12 inches of clean, select clayey soil of the same type that has proven to meet the <br /> Illinois EPA low permeability requirements for landfill cell compacted clay liner construction <br /> (low permeability compacted cohesive earth liner with hydraulic conductivity no greater than 1 x <br /> 10�� cm/sec). CLI or its contractor shall compact the additional 12 inches of said select clayey <br /> soil using the same equipment and methods utilized when constructing compacted clay liners for <br /> landfill cells. This relatively impermeable cap will minimize if not prevent altogether"new" <br /> water from coming into contact with the MGP Source Material. The existing leachate collection <br /> system beneath the MGP Source Material will ensure that any liquid that might be released from <br /> the MGP Source Material over time will be effectively collected and removed for proper <br /> management. <br /> 9 <br />
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