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Ausenco <br /> Vector <br /> Contents <br /> 1 Introduction 2 <br /> 2 Project Description 2 <br /> 2.1 Project Components—WMU FU-10 2 <br /> 2.2 Project Construction Summary 3 <br /> 2.3 Project Personnel 4 <br /> 3 Construction Quality Assurance Program 4 <br /> 3.1 Construction Components 4 <br /> 3.2 CQA Documentation 4 <br /> 3.3 Design Modifications 5 <br /> 3.4 Final Report 5 <br /> 4 Earthworks Construction 7 <br /> 4.1 Excavation 8 <br /> 4.2 Subgrade Fill 8 <br /> 4.3 Low Permeability Clay Liner 10 <br /> 4.4 Earth Fill soils 12 <br /> 4.5 LCRS Granular Drainage Layer and Coarse Gravel 12 <br /> 4.6 Protective Operations Layer 13 <br /> 4.7 Anchor Trenches and Termination Berms 13 <br /> 4.8 Deck Area 14 <br /> 4.9 As-Built Surveys 14 <br /> 5 Geosynthetics CQA 15 <br /> 5.1 General Description of Activities 15 <br /> 5.2 Geosynthetic Clay Liner(GCL) 15 <br /> 5.3 Geomembrane 16 <br /> 5.4 Geotextile 22 <br /> 5.5 Geocomposite 23 <br /> 6 Polyethylene Pipe and Fittings 25 <br /> 6.1 Receiving Inspection 25 <br /> 6.2 Installation 25 <br /> 7 Conclusion 25 <br /> Table 1 —Earthworks Testing and Frequency <br /> Table 2—Geosynthetic Testing and Frequency <br /> Table 3—Subgrade Fill Laboratory Testing Summary <br /> Table 4—Clay Liner Laboratory Testing Summary <br /> Date:October 2010 <br /> USVC0004800 <br /> Final Constriction Quality Assurance Report 2 <br />