Lubna landfill

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Table 6. Results of quality tests of the ground water originating from the second (drinking) layer in thevicinity of the Lubna landfill (measurements from 12.12.2001)NoIndicator of waterqualityUnitLevel of pollutants in deep piezometers andwellAcc. to Decree ofHealth Minister from04.09.2000P-21 P-1 P-2 P-8 S-4461 Colour -- Natural Natural Natural Natural Natural To 15 mg Pt/l2 Turbidity -- Clear Clear Clear Clear Clear To 1 mg SiO 2/l3 pH -- 7.2 7.5 7.3 7.3 7.3 6.5-9.54 Electrolytic µS/cm 420 430 430 670 390 25005 Total dissolved matters mg/l 285 276 273 451 252 -6 Solid residue mg/l 292 294 284 468 260 -7 Total suspended mg/l 8 10 9 7 11 -8 BOD 5 mgO 2 /l
10 Future viewIt is assumed that the Lubna landfill will be closed in the beginning of 2004. Remedial works (i.e.finishing the mineral capping system, growing plants, extending the degassing system and finalsolution of leachate utilisation) are planned to be performed during the following years. The landfillarea will be monitored within the next 15 years. The applied technical and biological solutionsshould neutralise pollutants coming from the landfill.In the future a change of the assignment of the landfill area for the recreation purposes is planned.Companies involved:Department of Geotechnical Engineering, Warsaw Agricultural University - SGGW,GEOTEKO Geotechnical Consultants Ltd., Warsaw,HEDESELSKABET Environment and Energy A/S, Denmark,Municipal Government Office for the Capital City of Warsaw (Laboratory tests),Municipal Sanitation Company – MPO, Warsaw,State Committee for Scientific Research – KBN.27
Page 1: GeoEnvNetStudy Panel 1 - LandfillsL
Page 4: FIG. 2 View of the landfill and nea
Page 8 and 9: 4.4 Permeability testsThe permeabil
Page 10 and 11: 205119.620455.212013020276.51 2 01
Page 12 and 13: Table 3. Annual water balance for t
Page 14 and 15: 7 Groundwater modellingRecently, a
Page 16 and 17: FIG. 17 Construction of cut-off wal
Page 18 and 19: FIG. 21 Mineral filter layers used
Page 20 and 21: FIG. 24 Zones with different moistu
Page 22 and 23: 9 Water monitoring systemThe local
Page 24 and 25: Table 4. Influence of a vertical ba

Lubna landfill

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