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1997-304
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1997-304
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Last modified
3/27/2018 2:41:17 PM
Creation date
2/8/2017 9:30:59 AM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
11/04/1997
Control Number
97-304
Entity Name
Waste Management of Florida
Subject
Operation Class 1 Landfill
Construction and Partial Closing
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tkrAte r 41.2'•F <br />treatment plant. The Indian River County Landfill shall be operated using proper cover <br />procedures and efficient stormwater diversion techniques to minimize the generation of <br />leachate. <br />Leachate is sampled and analyzed on a semi-annual basis, in order to determine the <br />concentration and type of leachate constituents discharged to the wastewater treatment <br />plant, and to meet Chapter 62-701 reporting requirements. If Indian River County <br />implements a wastewater pretreatment program, the SWDD will arrange for pilot plant <br />testing to determine the best treatment technology to meet pretreatment standards. <br />Most pretreatment ordinances or agreements state that the pretreatment standards shall <br />be met prior to discharge to the public system. If pretreatment is required, the <br />industrial wastewater pretreatment should occur at the landfill facility. <br />Lateral Expansion Leachate Collection/Conveyance System <br />This section provides a description of the leachate collection/conveyance system <br />designed for the lined lateral expansion area proposed to be located between existing <br />Segment 1 and 2. The footprint area of the new system will be approximately 200 feet <br />wide by 1,100 feet long or about 5.0 acres. The leachate collection system will also <br />collect and convey leachate from solid waste placed over a vertical expansion liner <br />placed on the eastern slope of Segment 1. The area protected by the Segment 1 slope <br />liner is approximately 300 feet by 1,100 feet (projected area) or 7.5 acres. <br />The sideslope leachate conveyance system shall consist of two feet of protective sand <br />having a permeability greater than 1.0 (10r cm/sec placed directly over the liner. The <br />leachate from the sideslope liner will sheet flow onto the geomembrane liner of the <br />horizontal expansion composite liner where it will be collected by an 8 -inch diameter <br />perforated pipe, located at the west edge of the horizontal expansion area. This <br />F-18 <br />
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