soil and the drainage stud side facing up. The two roll widths of liner were welded along the centerline of the test pad. The IDS geotextile was installed on top of the IDS geomembrane to create a drainage layer between the IDS geotextile and the IDS geomembrane. The geotextile panels were installed parallel to the slope and sewn together. B B AA Cover soil preparation Large rocks were present in the cover soil, but it was unknown if or where they PIPE PIPE would contact the geosynthetics, and EE F F there were no plans to exhume the entire CC test pad. Therefore, a hard sandstone rock D D up to 9 inches (22.9 cm) in dimension was placed directly on the IDS geotextile C130109-05-A2-004 GAI FILE NUMBER: FIGURE 6 Test pad schematic-2016 within each subarea. These large rocks C130109-05-A2-004 GAI FILE NUMBER: PROJECT PROJECT TEST PAD SCHEMATIC TEST PAD SCHEMATIC AA FIGURE: 4 GAI DRAWING NUMBER: GAI DRAWING NUMBER: DRAWN BY:FIGURE: CHECKED BY: 4 APPROVED BY: 004 MAYHOEJ DRAWN BY: CLIENT 004 CLIENT POWER CO. APPALACHIAN JOHN E. AMOS LANDFILL CHECKED BY: APPROVED BY: SHEET NO.: MAYHOEJ SCALE: SHEET NO.: SCALE: OF N.T.S OF JOHN E. AMOS LANDFILL APPALACHIAN POWER CO. N.T.S ISSUE DATE: ISSUE DATE: © 2019 GAI Consultants © 2019 GAI Consultants GEOSYNTNETICS YOUCAN TRUST Porous Paving Geotextiles Geocells Vegetation Root Control Grass & Ground Reinforcement Through 40 years of engineering and construction experience, TYPAR® Geosynthetics offer some of the most trusted erosion control, soil stabilization and water filtration solutions made in the USA. typargeosynthetics.com _tr'1YPAR TYPAR is a trademark ofBerry Global, Inc. I berryglobal.com © 2020 Berry Global, Inc. www.GeosyntheticsMagazine.com 0820GS_p20-27.indd 25 25 7/23/20 8:32 AMhttp://www.berryglobal.com http://www.typargeosynthetics.com http://www.GeosyntheticsMagazine.com