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Refuse Pile Expansion East <br />TR -128 <br />Haul Road Slide Repair Documentation, Slope Stability Monitoring <br />Instrumentation, and Drainage Revisions <br />May 2012, Revised December 2012 <br />Table of Contents <br />1.0 Introduction and Background 1 <br />1.1 Background 1 <br />1.2 Report Organization 2 <br />2.0 Haul Road HR -1 Slump 3 <br />2.1 Site Characterization 3 <br />2.1.1 Geometry 4 <br />2.1.2 Groundwater 4 <br />2.1.3 Modeling Parameters 4 <br />2.2 Repair Construction 6 <br />2.2.1 Identified Seepage Locations 6 <br />2.2.2 Construction Methodology 6 <br />2.3 Construction Observation 7 <br />2.4 Final Conditions 8 <br />2.4.1 Approach to Slope Stability Analysis 8 <br />2.4.2 Modeling 8 <br />2.4.3 Geometry 9 <br />2.4.2 Results 9 <br />2.4.2.1 Seepage Analysis 9 <br />2.4.2.2 Stability Analysis 9 <br />2.4.3 Recommendations 10 <br />3.0 Slope Monitoring Instrumentation 12 <br />3.1 Haul Road HR -1 Area 12 <br />3.1.1. Survey Mirrors 12 <br />3.1.2. Inclinometers 12 <br />3.1.3. Piezometers 13 <br />3.1.4 Monitoring Schedule 13 <br />3.2 RPEE Buttress and Refuse Pile Area 14 <br />3.2.1 Survey Mirrors 14 <br />3.2.2 Inclinometers 14 <br />3.2.3. Piezometers 15 <br />P. \Mpls \06 CO\26 \06261003 Haul Road Slide Repair \WorkFi]es \Report \MCC_Slump _Repair - Instrumentation -Drain Rev 2012- 12- 12.docx <br />1 <br />