table 3-10: projects containment for soil

<body stylesrc="table3_10_nfr.html" background="tile007.jpg" bgcolor="#FFFFFF">  <noscript><iframe src="//www.googletagmanager.com/ns.html?id=GTM-L8ZB" height="0" width="0" style="display:none;visibility:hidden"></iframe></noscript> <script>(function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({"gtm.start": new Date().getTime(),event:"gtm.js"});var f=d.getElementsByTagName(s)[0], j=d.createElement(s),dl=l!="dataLayer"?"&l="+l:"";j.async=true;j.src= "//www.googletagmanager.com/gtm.js?id="+i+dl;f.parentNode.insertBefore(j,f); })(window,document,"script","dataLayer","GTM-L8ZB");</script>   <h1 align="center"><font size="5">TABLE 3-10 COMPLETED PROJECTS: CONTAINMENT TECHNOLOGIES FOR SOIL, SEDIMENT, AND SLUDGE</font></h1> <hr> <p align="center"><MAP NAME="FrontPageMap"><AREA SHAPE="RECT" COORDS="490, 0, 582, 55" HREF="3_8.html"><AREA SHAPE="RECT" COORDS="394, 0, 491, 55" HREF="../appd_f/synonym.html"><AREA SHAPE="RECT" COORDS="298, 1, 395, 55" HREF="../section1/toc.html"><AREA SHAPE="RECT" COORDS="201, 0, 299, 55" HREF="table3_2.pdf"><AREA SHAPE="RECT" COORDS="106, 0, 203, 55" HREF="../top_page.html"><AREA SHAPE="RECT" COORDS="22, 0, 108, 55" HREF="3_7.html"></MAP><a href="../../_vti_bin/shtml.exe/matrix2/section3/table3_10_fr.html/map"><img src="head4.gif" border="0" width="605" height="56" ismap usemap="#FrontPageMap"></a></p> <hr> <div align="center"><center> <table border="1" width="100%" bgcolor="#FFFFFF"> <tr> <th><font size="1">Site Name/<br> Contact</font></th> <th><font size="1">Technology/<br> Vendor</font></th> <th><font size="1">Media Treated</font></th> <th><font size="1">Contaminants Treated</font></th> <th><font size="1">Operating Parameters</font></th> <th><font size="1">Materials Handling</font></th> <th><font size="1">Residuals Management</font></th> <th><font size="1">Comments</font></th> </tr> <tr> <td valign="top"><a name="afcee"><font size="1"></font></a><font size="1">AFCEE action, Fairchild AFB, WA</font><p><font size="1">Gil Dominguez (210) 536-4228</font></p> </td> <td valign="top"><a href="../section4/4_30.html"><font size="1">Landfill Cap</font></a></td> <td valign="top"><font size="1">Soil</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">Pump-and-treat system pulls TCE from ground water below landfill</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> </tr> <tr> <td valign="top"><a name="oak ridge"><font size="1"></font></a><font size="1">DOE Oak Ridge, TN facility</font><p><font size="1">Oak Ridge Centers for Manufacturing Technology</font></p> </td> <td valign="top"><a href="../section4/4_30.html"><font size="1">Landfill Cap</font></a></td> <td valign="top"><font size="1">Soil</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">The method developed involved contouring the top surface of each waste area into a berm shape. Two feet of clay was highly compacted to a permeability of 1x10<sup>-7</sup>cm/s. The clay was then covered with 30-mil polyvinyl chloride (PVC) welded into one piece. A drain net with a filter on top was then placed on top of the PVC in lieu of the normal 1 ft of sand to allow the water to drain as much as possible before reaching the PVC. Two feet of earth was placed on top to provide for green cover growth (engineered caps).</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> </tr> <tr> <th><font size="1">Site Name/<br> Contact</font></th> <th><font size="1">Technology/<br> Vendor</font></th> <th><font size="1">Media Treated</font></th> <th><font size="1">Contaminants Treated</font></th> <th><font size="1">Operating Parameters</font></th> <th><font size="1">Materials Handling</font></th> <th><font size="1">Residuals Management</font></th> <th><font size="1">Comments</font></th> </tr> <tr> <td valign="top"><a name="llnl"><font size="1"></font></a><font size="1">Lawrence Livermore National Laboratory, Site 300, Coast Ranges, CA, 1992</font><p><font size="1">Michael J. Taffet</font></p> </td> <td valign="top"><a href="../section4/4_30.html"><font size="1">Landfill Caps</font></a></td> <td valign="top"><font size="1">Soil</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">8 foot thick RCRA capwith upgradient interfacial flow diversion system</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> </tr> <tr> <td valign="top"><a name="lee"><font size="1"></font></a><font size="1"><strong>DOE Demo</strong>, Lee Acres landfill, Farmington, NM</font><p><font size="1">Ray Finley (505) 848-0776</font></p> </td> <td valign="top"><a href="../section4/4_30.html"><font size="1">Landfill Caps</font></a></td> <td valign="top"><font size="1">Soil (33,000 sq ft)</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">Design includes laboratory characterization of candidate soils, numerical modeling, performance predictions using advanced unsaturated flow tools used in previous Sandia National Laboratories (SNL) capillary barrier research, and specification and installation of in situ instrumentation to monitor the performance of the deployment</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> </tr> <tr> <th><font size="1">Site Name/<br> Contact</font></th> <th><font size="1">Technology/<br> Vendor</font></th> <th><font size="1">Media Treated</font></th> <th><font size="1">Contaminants Treated</font></th> <th><font size="1">Operating Parameters</font></th> <th><font size="1">Materials Handling</font></th> <th><font size="1">Residuals Management</font></th> <th><font size="1">Comments</font></th> </tr> <tr> <td valign="top"><a name="sandia"><font size="1"></font></a><font size="1"><strong>DOE Demonstration</strong>, Sandia National Laboratories</font><p><font size="1">Steve Dwyer (505) 844-0595</font></p> </td> <td valign="top"><a href="../section4/4_31.html"><font size="1">Water Harvesting Vegetative Cover</font></a></td> <td valign="top"><font size="1">Soil (Landfill)</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">In situ instrumentation</font></td> <td valign="top"><font size="1">None</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1"></font> </td> </tr> <tr> <td valign="top"><a name="mcas"><font size="1"></font></a><font size="1">MCAS Kaneohe Bay</font><p><font size="1">John Kornuc, NFESC, (805) 982-1615</font></p> </td> <td valign="top"><a href="../section4/4_31.html"><font size="1">Water Harvesting Vegetative Cover</font></a></td> <td valign="top"><font size="1">Soil (landfill)</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">All plots are equipped with instruments to monitor daily precipitation, percolation, runoff and sediment yield, and soil moisture in order to compute a water balance for each design. Evapotranspiration is estimated. Automated data acquisition systems are used for most of the measurement variables.</font></td> <td valign="top"><font size="1">Periodic measurements of species composition, biomass, canopy cover, ground cover, and leaf area index will also be taken of the vegetation cover on each plot.</font></td> <td valign="top"><font size="1"></font> </td> <td valign="top"><font size="1">In FY94. </font></td> </tr> </table> </center></div> <p>Sources: <i>Innovative Treatment Technologies: Annual Status Report (EPA, Eighth Edition, Nov. 1996). Completed North American Innovative Remediation Technology Demonstration Projects (EPA, Aug.1996)</i></p> <hr> <p align="center"><MAP NAME="FrontPageMap1"><AREA SHAPE="RECT" COORDS="490, 0, 582, 55" HREF="3_8.html"><AREA SHAPE="RECT" COORDS="394, 0, 491, 55" HREF="../appd_f/synonym.html"><AREA SHAPE="RECT" COORDS="298, 1, 395, 55" HREF="../section1/toc.html"><AREA SHAPE="RECT" COORDS="201, 0, 299, 55" HREF="table3_2.pdf"><AREA SHAPE="RECT" COORDS="106, 0, 203, 55" HREF="../top_page.html"><AREA SHAPE="RECT" COORDS="22, 0, 108, 55" HREF="3_7.html"></MAP><a href="../../_vti_bin/shtml.exe/matrix2/section3/table3_10_fr.html/map1"><img src="head4.gif" border="0" width="605" height="56" ismap usemap="#FrontPageMap1"></a></p> <hr>  </body>