Profiling and construction of a surface sealing system on the northern embankment of the landfill Meudt profiling of the landfill and construction of a surface sealing system on the northern embankment and associated infrastructural facilities Production according to the specifications of the DepV, BQS and BAM — approvals in the latest frames • push off a vegetation layer of approx. 5,000 m² • cutting down trees and removing stubs • approx. 4,000 m³ removal of soil, temporary storage and replacement as reclamation floor • approx. 9,000 m³ of material /landfill substitute building materials relocation and installation • approx. 15,000 m³ removal and installation of landfill • approx. 60,000 m³ delivery and installation landfill substitute building materials DK 0 • approx. 57,500 m² of recompaction of the landfill surface and fine grade • approx. 2,500 m³ of excavation of pipe ditch and excavation pit • approx. 200 m of uncovering connection areas of existing sealing systems as well as connection • approx. 1 pc of test field • approx. 57,500 m² of material for gas-compatible load and compensation layer supply and installation • produce approx. 57,500 m² mineral protective layer • supply and install approx. 3,450 m³ of mineral sealing material • supply and install approx. 57,500 m³ geosynthetic clay waterproofing membrane • approx. 57,500 m² of PEHD — supply and install plastic waterproofing membrane • approx. 2,500 m² of geotextile at least 400 g/m² • approx. 57. supply and lay 500 m² of drainage mat • approx. 42,000 m² of geogrid • supply and install approx. 3,400 tonnes of gravel and gravel of different grain sizes • supply and install approx. 90 pcs. of gabions with substructure • approx. 550 m² of operating distances from gravel with frost protection layer and base layer • absorb approx. 57,500 m³ recultivation layer from interim storage , transport and install as a reclamation layer • approx. 57,500 m² of injection greening • approx. 2,400 m² of hydraulic construction paving for trench lining delivery and laying in concrete • approx. 2 hours of gas collection stations • approx. 1,800 m PEHD — pipelines from 90 to there 160 • approx. 1 st of outgoing structure made of reinforced concrete with embankment beams and railings • approx. 2,500 m² Building retention basins • Work and emission protection • Traffic safety measures • Surveying work

Profiling and construction of a surface sealing system on the northern embankment of the landfill Meudt profiling of the landfill and construction of a surface sealing system on the northern embankment and associated infrastructural facilities Production according to the specifications of the DepV, BQS and BAM — approvals in the latest frames • push off a vegetation layer of approx. 5,000 m² • cutting down trees and removing stubs • approx. 4,000 m³ removal of soil, temporary storage and replacement as reclamation floor • approx. 9,000 m³ of material /landfill substitute building materials relocation and installation • approx. 15,000 m³ removal and installation of landfill • approx. 60,000 m³ delivery and installation landfill substitute building materials DK 0 • approx. 57,500 m² of recompaction of the landfill surface and fine grade • approx. 2,500 m³ of excavation of pipe ditch and excavation pit • approx. 200 m of uncovering connection areas of existing sealing systems as well as connection • approx. 1 pc of test field • approx. 57,500 m² of material for gas-compatible load and compensation layer supply and installation • produce approx. 57,500 m² mineral protective layer • supply and install approx. 3,450 m³ of mineral sealing material • supply and install approx. 57,500 m³ geosynthetic clay waterproofing membrane • approx. 57,500 m² of PEHD — supply and install plastic waterproofing membrane • approx. 2,500 m² of geotextile at least 400 g/m² • approx. 57. supply and lay 500 m² of drainage mat • approx. 42,000 m² of geogrid • supply and install approx. 3,400 tonnes of gravel and gravel of different grain sizes • supply and install approx. 90 pcs. of gabions with substructure • approx. 550 m² of operating distances from gravel with frost protection layer and base layer • absorb approx. 57,500 m³ recultivation layer from interim storage , transport and install as a reclamation layer • approx. 57,500 m² of injection greening • approx. 2,400 m² of hydraulic construction paving for trench lining delivery and laying in concrete • approx. 2 hours of gas collection stations • approx. 1,800 m PEHD — pipelines from 90 to there 160 • approx. 1 st of outgoing structure made of reinforced concrete with embankment beams and railings • approx. 2,500 m² Building retention basins • Work and emission protection • Traffic safety measures • Surveying work