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Alliance Residential October 18,2016 <br />J.N.: 2530.00 <br />Pagei <br />TABLE OF CONTENTS <br />REPORT <br />1.0 INTRODUCTION 1 <br />1.1 PURPOSE AND SCOPF . 1 <br />1.2 SITE LOCATION AND DESCRIPTION.. . 1 <br />1.3 PROPOSED DEVELOPMENT 3 <br />2.0 RESEARCH AND REVIEW . 3 <br />3.0 SUBSURFACE CONDITIONS 4 <br />3.1 SOIL CONDITIONS . 4 <br />3.2 GROUNDWATER . 4 <br />3.3 FAULTING. 4 <br />4.0 ANALYSES . 5 <br />4.1 SEISMICITY . 5 <br />4.2 STATIC SETTLEMENT 5 <br />4.2.1 Liquefaction . 6 <br />5.0 CONCLUSIONS 7 <br />5.1 FEASIBILITY OF PROPOSED DEVELOPMENT 7 <br />5.2 SEISMIC HAZARDS . 7 <br />5.2.1 Ground Rupture 7 <br />5.2.2 Ground Shaking . 7 <br />5.2.3 Landsliding . 8 <br />5.2.4 Liquefaction 8 <br />5.3 GROUNDWATER 8 <br />5.4 SOIL EXPANSION . 8 <br />5.5 SETTLEMENT . 8 <br />5.6 MATERIAL CHARACTERISTICS. 9 <br />5.7 SHRINKAGE AND SUBSIDENCF 9 <br />6.0 RECOMMENDATIONS . 9 <br />6.1 EARTHWORK , 9 <br />6.1.1 General Earthwork and Grading Specifications 9 <br />6.1.2 Pre-Grade Meeting and Geotechnical Observation . 9 <br />6.1.3 Site Clearing 10 <br />6.1.4 Ground Preparation 10 <br />6.1.5 Fill Placement 11 <br />6.1.6 Import Materialq 11 <br />6.1.7 Temporary Excavations 11 <br />6.2 SEISMIC DESIGN PARAMETERS 12 <br />6.3 FOUNDATION DESIGN 12 <br />6.3.1 General 12 <br />6.3.2 Soil Expansion 12 <br />6.3.3 Settlement 12 <br />6.3.4 Allowable Bearing Val„e 13 <br />6.3.5 Lateral Resistance 13 <br />6.3.6 Minimum Foundation Dimensions and Rein forcement 13 <br />6.3.7 Conventional Slab on Grade 13 <br />6.3.8 Post-Tension Slab-on-Grade 14 <br />6.3.9 Mat Foundations 15 <br />ALBUS-KEEFE & ASSOCIATES, INC.