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Substantive Requirements Review Landau Associates <br /> 3.7 Buried Utility Structures...................................................................................................3-10 <br /> 3.7.1 Foundation Support.......................................................................................3-10 <br /> 3.7.2 Soil Parameters for Design of Underground Utility Structures........................3-11 <br /> 3.7.3 Buoyancy and Uplift Forces............................................................................3-11 <br /> 3.8 Retaining Walls.................................................................................................................3-12 <br /> 3.8.1 Shallow Foundation Support..........................................................................3-12 <br /> 3.8.2 Lateral Earth Pressure....................................................................................3-13 <br /> 3.9 Portable Buildings.............................................................................................................3-14 <br /> 4.0 REVIEW OF DOCUMENTS AND CONSTRUCTION OBSERVATIONS .................................................4-1 <br /> 5.0 USE OF THIS REPORT......................................................................................................................5-1 <br /> 6.0 REFERENCES...................................................................................................................................6-1 <br /> FIGURES <br /> Figure Title <br /> 1 Vicinity Map <br /> 2 Site Plan <br /> 3 Severity of Wood Waste <br /> 4 Cross Section A-A' <br /> 5 Cross Sections B-B' and C-C' <br /> 6 Site Conditions during K-C CM Fill Removal —October 2020 <br /> 7 Electrical Resistivity Survey Alignments <br /> 8 Pavement Design Recommendations <br /> TABLES <br /> Table Title <br /> 1 Observed Pavement and Base Course Thickness <br /> 2 Seismic Design Parameters <br /> 3 Anticipated Primary Settlement <br /> 4 Anticipated Primary Settlement for Cargo Container Containment Area <br /> 5 Recommended Soil Parameters for Design of Temporary Bracing and Shoring <br /> 6 Recommended Design Parameters for Underground Utility Structures <br /> Geotechnical Engineering Report 0121049.040.041 <br /> Norton Terminal Development,MTCA 3rd Interim Action iv May 7,2021 <br />