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M98177GE <br />TABLE OF CONTENTS <br />i~. <br />1.0 INTRODUCTION <br />1.1 Proposed Construction <br />1.2 Scope of Services <br />2.0 SITE CHARACTERISTICS <br />2.1 Site Location <br />2.2 Site Conditions <br />2.3 Subsurface Conditions <br />3.0 PLANNING AND DESIGN CONSIDERATIONS <br />4.0 ON-SITE DEVELOPMENT CONSIDERATIONS <br />5.0 EXCAVATION CUT AND FILL SLOPE STABILITY <br />6.0 FOUNDATION RECOMMENDATIONS <br />6.1 Truck Loadout Surge Bin <br />6.1.1 Drilled Piers, Truck Loadout Surge Bin <br />6.1.2 Spread Footings, Truck Loadout Surge Bin <br />6.2 Stacking Tube and Reclaim Tunnel <br />6.2.1 Drilled Piers, Stacking Tube and <br />Reclaim Tunnel <br />6.2.2 Spread Footings, Stacking Tube and <br />Reclaim Tunnel <br />6.2.3 Stockpile Settlement Considerations <br />6.3 Truss Bent, Downhill Conveyor and Transfer <br />Stations <br />6.3.1 Spread Footings <br />7.0 CONCRETE SLAB-ON-GRADE DISCUSSION <br />8.0 COMPACTED STRUCTURAL FILL <br />9.0 LATERAL EARTH PRESSURES <br />10. DRAIN SYSTEM <br />11.0 BACKFILL <br />12.0 SURFACE DRAINAGE <br />13.0 LANDSCAPE IRRIGATION <br />14.0 SOIL CORROSIVITY TO CONCRETE <br />15.0 RADON CONSIDERATIONS <br />16.0 POST DESZGN CONSIDERATIONS <br />16.1 Structural Fill Quality <br />16.2 Concrete Quality <br />17.0 LIMITATIONS <br />MATERIALS TESTING CONCEPT <br />ASFE PUBLICATION <br />PROJECT VICINITY MAP <br />TEST BORING LOCATION SKETCH <br />TOE KEY,BENCH CONCEPT <br />TOE AND BENCH DRAIN CONCEPT <br />SURFACE DRAIN DITCH CONCEPT <br />CONCEPTUAL SKETCH OF FOOTING SUBGRADE <br />EMBEDMENT CONCEPT <br />DRAIN SYSTEM CONCEPT <br />FIELD STUDY <br />KEY TO LOG OF TEST BORING <br />Page 1 <br />1 <br />2 <br />3 <br />3 <br />3 <br />4 <br />12 <br />16 <br />17 <br />19 <br />23 <br />24 <br />24 <br />29 <br />31 <br />32 <br />33 <br />34 <br />34 <br />35 <br />35 <br />36 <br />36 <br />37 <br />37 <br />38 <br />Figure 1 <br />2 <br />4 <br />5 <br />TREATMENT 6 <br />7 <br />8 <br />Appendix A <br />Figures Al <br />Lambert anD ~,o~oriates <br />LDNSULTING GEOTELNHILAI ENGMEERS AND <br />uATERIAI TESTING <br />