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Design Report <br /> Daniels Sand Wash Fines Pit <br /> 9/21/2016 <br /> Page i of i <br /> TABLE OF CONTENTS <br /> 1 Purpose and Project Description......................................................................................... 1 <br /> 2 Field and Laboratory Investigations..................................................................................... 1 <br /> 2.1 Geotechnical Borings................................................................................................... 1 <br /> 2.2 Laboratory Testing....................................................................................................... 1 <br /> 3 Subsurface Conditions........................................................................................................ 2 <br /> 3.1 Eolian Deposits (SP, SP-SM, SC-SM, SM, CL-ML, CL, CH)........................................ 2 <br /> 3.2 Coarse Alluvium (SW, SP, SP-SM, SW-SC, SM, GW)................................................. 2 <br /> 3.3 Bedrock .......................................................................................................................2 <br /> 3.4 Groundwater................................................................................................................ 3 <br /> 3.5 Borrow Source Material ............................................................................................... 3 <br /> 4 Design Recommendations.................................................................................................. 3 <br /> 5 Construction Procedures and Recommendations ............................................................... 3 <br /> 5.1 Site Grading and Earthwork......................................................................................... 4 <br /> 5.1.1 Site Preparation.................................................................................................... 4 <br /> 5.1.2 Fill Material ........................................................................................................... 4 <br /> 5.1.3 Compaction Testing and Inspection......................................................................4 <br /> 6 Impoundment Capacity and Regulatory Environment..........................................................4 <br /> 7 Limitations...........................................................................................................................4 <br /> TABLES <br /> Table 2-1. Geotechnical Testing ............................................................................................... 1 <br /> Table 3-1. Eolian Deposits Laboratory Test Results..................................................................2 <br /> Table 3-2. Coarse Alluvium Laboratory Test Results................................................................. 2 <br /> Table 3-3. Groundwater Readings ............................................................................................ 3 <br /> FIGURES <br /> Figure No. Title <br /> 1 Project Site Location Map <br /> 2 Boring Location Map <br /> 3 Grading Plan <br /> 4 Final Slope Configuration Typical Section <br /> 5 Embankment Benching Detail <br /> APPENDIX A—Test Boring Key and Boring Reports <br /> APPENDIX B— Laboratory Test Results <br /> APPENDIX C—Specifications <br /> APPENDIX D—Transit Mix Select Fill Report <br /> BRIERLEY <br /> ASSOCIATES <br /> Creating Space Underground <br />