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A well established solution to landfill engineering For inspection purposes only. Consent of copyright owner required for any other use. Walo UK Limited is a division of the WALO BERTSCHINGER GROUP of Switzerland EPA Export 24-08-2012:23:55:50
Contents 3 Introduction 6 Factors affecting the choice of lining materials 7 Properties of Dense Asphaltic Concrete 8 Mechanical & Hydraulic Abrasion/Convection/Permeation 12 Asphalt 13 Stability of Slopes 15 Flexilbility 16 Physiological Compatibility 17 Robustness 18 Resistance to Chemical Attack 19 Acceptance by Regulatory Authorities 20 Acceptable Installation Techniques 21 Cost 22 Advantages 23 Conclusion and Summary 25 Walo Group For inspection purposes only. Consent of copyright owner required for any other use. The main benefits of using a Dense Asphaltic Concrete lining system is that it is strong and very robust, quick to lay yet extensively quality assured, flexible yet extremely impermeable and cost effective when the following points are taken into account:- • Much less time taken for construction. • Allowing positive target dates for completion. • Proven consistency of all materials. • Extensive Construction Quality Assurance. • No protective measures required prior to laying the leachate drainage blanket. • Reduced construction thickness on base and slopes, providing large savings in void space to be used for the waste product. • Confidence that the surface is completely sealed. • Environment Agency and Planning Authority approval. • Completed areas can be left unprotected until required. • Completed areas can be used by traffic immediately upon completion of the works. Walo UK Limited is a division of the WALO BERTSCHINGER GROUP of Switzerland Walo UK Limited is is a division of the WALO BERTSCHINGER GROUP of Switzerland 2 EPA Export 24-08-2012:23:55:50
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Page 11 and 12: WESLEY Wheel Wash : Specification W
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Page 17 and 18: Datasheet: D1 Data GB05 Water Flow
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Page 21 and 22: GSE STANDARD PRODUCTS GEOMEMBRANE Q
Page 23 and 24: GSE HD GSE HD is a high quality, hi
Page 25: system can be thoroughly electrical
Page 29 and 30: Landfill cells of any shape and siz
Page 31 and 32: Four (DAC) cores of approximately 9
Page 33 and 34: Stability on Slopes 13 Key Points D
Page 35 and 36: Robustness In terms of relative rob
Page 37 and 38: Cost DAC has been used as an imperm
Page 39 and 40: Walo UK Limited is a division of th
Page 43 and 44: SuDS Site Evaluation Site Name: MEH
Page 45 and 46: The Use of SuDS for Infiltration Th
Page 47 and 48: 100 Year incl. 10%CC 81 m³ Filter
Page 49 and 50: Qbar (2.3 Year) 3,786 m³ Rainfall
Page 51 and 52: Total PRELIMINARY - SURFACE WATER S
Page 53 and 54: Pipe Run Area Imperm. Imperm. Area
Page 55 and 56: POLLUTANT REMOVAL �Ideally sedime
Page 59 and 60: DETENTION BASINS S I T E CONTROL Vo
Page 61 and 62: STORMWATER WETLANDS REGIONAL CONTRO
Page 63 and 64: OIL INTERCEPTORS Example of an Oil
Page 65 and 66: CARLOW PRECAST Concrete Engineering
Page 67 and 68: Application Bypass separators are u
Page 69 and 70: Washdown & Silt Trap Range Applicat
Page 73 and 74: Type of Plant Carlow Precast Tanks
Page 75 and 76: Operator Control Daily control Carl
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Carlow Precast Tanks Domestic Waste
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Carlow Precast Tanks Domestic Waste
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Part One / Certification 1 1.1 ASSE
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Table 1: CPT Zons® AQUAstar® Syst
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Fig 1: CPT Zons® AQUAstar® System
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2.4 INSTALLATION 2.4.1 General A
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is required, the end user shall arr
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e left off an unattended tank. Wast
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Appendix D.3.1: Comparison of Hazar
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Photo 3 Lining of a side slope with
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Appendix D.3.3: DAC Reference Sites
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