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Substantive Requirements Review Landau Associates <br /> — Summary logs of the exploratory borings. <br /> — Geotechnical laboratory test results. <br /> — A discussion of near-surface soil and groundwater conditions observed at the site. <br /> — Settlement estimates for the proposed improvements. <br /> — Recommendations for preloading settlement-prone soils. <br /> — Recommendations for developing over remnant foundations from the K-C paper mill <br /> demolition. <br /> — Recommendations for utility trench construction, including criteria for pipe <br /> foundation support, pipe bedding, initial backfill materials, and trench backfill <br /> compaction. <br /> — Recommendations regarding lateral earth pressures acting on buried structures. <br /> — Recommendations regarding uplift and buoyant forces acting on buried utility <br /> structures (if applicable). <br /> — Recommendations for site preparation and earthwork, including reuse of site soil and <br /> criteria for selection, placement, and compaction of structural fill. <br /> — Geotechnical recommendations, including LPILE parameters, for design of light pole <br /> foundations. <br /> — Recommendations for geotechnical monitoring and testing during construction of the <br /> proposed improvements. <br /> — Seismic design parameters (i.e., site class and spectral acceleration coefficients) <br /> developed with the map-based methods in the 2015 International Building Code (ICC <br /> 2015). <br /> — A qualitative discussion of the liquefaction hazards at the site. <br /> — A qualitative discussion of anticipated long-term maintenance requirements for the <br /> proposed improvements. <br /> — A discussion regarding performance of reduced pavement sections (i.e., 2 inches of <br /> hot-mix asphalt [HMA] over 12 inches of base course), including recommendations for <br /> load restrictions. <br /> — Recommendations for additional preload areas. <br /> — Geotechnical design recommendations for retaining walls adjacent to the warehouse <br /> lease area, including static and dynamic lateral earth pressures, allowable bearing <br /> capacity, and sliding resistance. <br /> — Recommendations regarding anchor support of the proposed longshoreman trailers. <br /> Geotechnical Engineering Report 0121049.040.041 <br /> Norton Terminal Development&MTCA 3rd Interim Action 1-2 May 7,2021 <br />