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IV) Invasive Tests Yes V) Direct Soundings VI) CPTU and accessories Contamination Suspecious? Yes VII) Soil, Gas and Water Sampling (by wells or directpush technology, if possible) No IX) Detailed and Complementary Investigation (III a VI e VIII) X) Analyses and/or simulation of the contamination plume No THE END XI) Recuperation and/or Remediation XII)Monitoring Fig. 1. Proposed geo-environmental site investigation steps for municipal solid waste disposal sites (Mondelli, 2008). It is important to emphasize that the very first step in any site investigation program is to define the problem.

Modin, I. N. & Shevnin V. (1990-2000). Software. Department of Geophysics. Geological Faculty. Moscow State University y Geoscan-M. Ltd. 26 Municipal and Industrial Waste Disposal Daniels, D. (2004). Ground Penetrating Radar. 2nd Edition. IEE Radar, Sonar and Navigation Series, 15, 726 pp. Farquhar, G. J. (1989). Leachate: production and characterisation. Canadian Journal of Civil Engineering 16: 317–325. Fili, M. (2001). Síntesis geológica e hidrogeológica del noroeste de la provincia de Entre Ríos – República Argentina.

Figure 24 presents the radar image of IR4 with 150 Mhz antenna showing the structure of the filling to a depth of 3 m and distinguishes the presence of an object buried at shallow depths. Fig. 24. Radar image for the landfill up to 9 m of depth. 5 Bariloche Landfill conclusions In summary, this study reflects the existence of an irregular filling with variable depths between 5 m and 7 m, with a maximum depth estimated of 12 meters. The presence of leachate, recognizable to a depth of around 20 m - 25 m, suggests that levels are not impermeable so as to prevent the migration of leachate into the subsoil.

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