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CAT3525_C17.qxd  1/27/2005  12:44 PM  Page 528
                       528                       Waste Management Practices: Municipal, Hazardous, and Industrial


























                       FIGURE 17.6 Sample of a geonet.

                       Events have been documented where landfill pipes have collapsed and failed. The ASTM D2412
                       test is used to measure the strength of pipe materials (ASTM, 2002).
                          Geonets are synthetic materials that require less space than perforated pipe or gravel, promote
                       rapid transmission of liquids, and, because of their relatively large openings, are less likely to clog
                       (see Chapter 10). They do, however, require geotextile filters above them and can experience prob-
                       lems with creep and intrusion.
                          Natural drainage materials should be tested to ensure that they will not dissolve in the leachate
                       or form a precipitate that might clog the system. ASTM D2434 evaluates the ability of the materi-
                       als to retain permeability characteristics (ASTM, 1968), while ASTM D1883 tests for bearing ratio,
                       or the ability of the material to support the waste unit (ASTM, 1999).


                       17.3.7 LEACHATE REMOVAL SYSTEMS
                       A sump is needed in the lowest portion(s) of the landfill to remove accumulated leachates. The
                       leachate removal standpipe must be extended through the entire landfill from the lowest liner to the
                       cover, and then through the cover itself. It must also be maintained for the entire postclosure care
                       period of 30 years or longer.


                       17.3.8 CLOSURE OF THE SECURE LANDFILL
                       Once a secure landfill or a cell is completed, it must be sealed off from its surroundings. Under the
                       Hazardous and Solid Waste Amendments (HSWA), there are numerous requirements for preventing
                       water entry into the landfill and for diverting and removing surface liquids.
                          A secure landfill cover consists of several layers. A dense clay cover is placed directly over the
                       waste. This is compacted by heavy machinery in order to decrease pore sizes and thus slow hydraulic
                       conductivity. After grading, a geomembrane cap is placed over the clay layer. A surface water col-
                       lection and removal (SWCR) system is installed above this composite liner system. Beyond this is a
                       soil layer that holds rooted vegetation.


                       17.3.9 GEOMEMBRANE CAPS
                       Geomembrane caps are synthetic membranes with chemical and physical properties similar to those
                       of geomembrane liners.  The geomembrane cap, however, is one component of the cover.  The
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