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TABLE OF CONTENTS <br /> 1.0 INTRODUCTION.................................................... <br /> 2.0 PROJECT DESCRIPTION..............................................................................2 <br /> 2.1 Project Components — WMU FU-06.........................................................2 <br /> 2.2 Project Construction Summary................................................................3 <br /> 2.3 Project Personnel......................................................................................4 <br /> 3.0 CONSTRUCTION QUALITY ASSURANCE PROGRAM...........................5 <br /> 3.1 Construction Components........................................................................5 <br /> 3.2 CQA Documentation.................................................................................5 <br /> 3.3 Design Modifications ................................................................................6 <br /> 3.4 Final Report..............................................................................................6 <br /> 4.0 EARTHWORKS CONSTRUCTION..............................................................10 <br /> 4.1 Excavation...............................................................................................10 <br /> 4.2 Subgrade Fill ..........................................................................................11 <br /> 4.3 Clay Liner ...............................................................................................13 <br /> 4.4 LCRS Granular Drainage Layer and Coarse Gravel............................17 <br /> 4.5 Protective Operations Layer ..................................................................19 <br /> 4.6 Anchor Trenches and Termination Berms ............................................19 <br /> ® 4.7 As-Built Surveys.....................................................................................20 <br /> 5.0 GEOSYNTHETICS CQA................................................................................21 <br /> 5.1 General Description of Activities...........................................................21 <br /> 5.2 Geosynthetic Clay Liner (GCL)..............................................................21 <br /> 5.2.1 General.........................................................................................21 <br /> 5.2.2 GCL Manufacture and Delivery..................................................21 <br /> 5.2.2.1 Receiving Inspection........................................ <br /> 5.2.2.2 GCL Conformance Testing.....................................21 <br /> 5.2.3 GCL Installation..........................................................................22 <br /> 5.2.3.1 GCL Deployment....................................................22 <br /> 5.2.3.2 Defects and Repairs................................................23 <br /> 5.3 Geomembrane.........................................................................................23 <br /> 5.3.1 Geomembrane Material...............................................................23 <br /> 5.3.1.1 Receiving Inspection...............................................24 <br /> 5.3.1.2 CQA Conformance Testing....................................24 <br /> 5.3.2 Geomembrane Installation..........................................................25 <br /> 5.3.2.1 Geomembrane Deployment....................................25 <br /> 5.3.2.2 Field Seaming.........................................................27 <br /> 5.3.3 Defects and Repair.......................................................................30 <br /> 5.3.3.1 Identification ..........................................................30 <br /> 5.3.3.2 Repair Procedures and Testing..............................30 <br /> Vector Engineering, Inc. • 143E Spring Hill Drive• Grass Valley, CA 95945•(530)272-2448 <br /> -i- <br />