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�,. 40 <br />General Engineering and Environmental Management Services <br />Because SPSA is located in a coastal plain with a shallow depth to <br />the groundwater table, the intra- gradient design allowed <br />excavation through the uppermost aquifer into the second. This <br />required HDR to work closely with regulatory agencies and prove <br />the integrity of the system. For example, detailed fate and <br />transport modeling was necessary to illustrate that the proposed <br />liner system was as effective, or more so, than the EPA - mandated <br />system. In response to Virginia's regulations that prohibit the <br />dewatering of aquifers, HDR went through an additional process to <br />receive a special exception for SPSA's Cell V. <br />An innovative approach is Cell V's use of a double- composite liner <br />system installed below the local groundwater table to facilitate an <br />inward gradient (below the normal groundwater level). This greatly improves the landfill economics by gaining additional <br />airspace through significant excavation prior to liner placement, while at the same time affording a higher level of <br />environmental protection. <br />The inward gradient design of Cell V nearly doubled the waste <br />capacity of the original, aboveground design, and increased space <br />at almost no additional capital costs. The result for SPSA is a <br />lower per ton cost for material put in the landfill, and a higher level <br />of environmental protection. <br />Another way in which the intra - gradient design has relieved the <br />Authority's economic burdens is through the soil yielded by the <br />excavation. Prior to this resource being made available, SPSA had <br />exhausted its soil surplus years ago and had been transporting soil to the landfill site at a cost of $6 to $7 per cubic yard. <br />At over 1.5 million cubic yards, the excavation of soil will offset nearly $10 million dollars in cost of importing off -site soil <br />for use as cover material. <br />The SPSA Landfill is an "inward <br />gradient" design, with the liner <br />system placed as much as 30 <br />feet below the local groundwater <br />table. The Cell V design saved <br />SPSA over $17 million in 1999. <br />The 44 -acre Cell VI contiguous <br />expansion was recently <br />permitted and designed, and <br />construction of the first phase <br />was completed in April 2006. <br />In part due to the design innovations of Cell V, the SPSA recently received the highest <br />award presented in Landfill Management by SWANA. HDR has provided landfill <br />design and construction administration service to SPSA since 1984. <br />The permitting process, established in Virginia, includes rigorous documentation of the <br />engineering design. The permitting included extensive leachate modeling to <br />demonstrate that the existing pretreatment facility was adequate to accept the addition <br />of the expansion's flow. Also, a formal regulatory variance was obtained to allow for <br />an alternate liner system. Obtaining this variance has saved SPSA several million <br />dollars by nearly doubling the cell capacity, as well as avoiding bringing in off -site <br />material for landfill cover. The double- composite liner system, installed below the local groundwater table to facilitate an <br />inward gradient, includes a groundwater collection system, soil liner component, and geosynthetic clay liner, as well as <br />dual geomembrane liners. <br />Post - closure care groundwater monitoring is performed by Carolinas and Virginia staff for the closed landfills in Isle of <br />Wight County, Virginia, and the city of Franklin, Virginia. Services included the evaluation and statistical analysis of <br />detection and assessment monitoring data, groundwater flow determination, plume delineation studies, and monitoring <br />well design and installation oversight. <br />Page 25 1 al <br />