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amec19 <br /> CLOSURE <br /> The conclusions and recommendations presented in this report are based, in part, on the explorations <br /> AMEC performed and used for this study; therefore, if variations in the subsurface conditions are <br /> observed at a later time, we may need to modify this report to reflect those changes. In addition, <br /> because the future performance and integrity of the project elements depend largely on proper initial <br /> site preparation, drainage, and construction procedures, monitoring and testing by experienced <br /> geotechnical personnel should be considered an integral part of the construction process. AMEC is <br /> available to provide geotechnical monitoring, soils testing, and other services throughout construction. <br /> We appreciate the opportunity to be of service on this project. If you have any questions regarding this <br /> report, or any aspects of the project, please feel free to contact our office. <br /> Sincerely, <br /> AMEC Environment& Infrastructure, Inc. <br /> t �,'�' <br /> r „ <br /> Todd D. Wentworth, P.E., L.G. <br /> Associate <br /> Reviewed by: Stephen A, Siebert, P.E. <br /> Associate <br /> Attachments: <br /> Attachment 1 Figures <br /> Figure 1 Site Plan <br /> Figure 2 Geologic Cross-Section A-A' <br /> Figure 3 Typical Geoweb Reinforced Soil Slope Detail <br /> Figure 4 Slope Stability Figure: Landslide <br /> Figure b Slope Stability Figure: Slope Repair <br /> Attachment 2 Boring Log B-1 <br /> AMEC <br /> Project No 3.917-17245-A 6 <br /> W\_Pro;ects\1700Ds\17245 Alverson-Maulsby Bluff Property LLC\17245-A\Geotech Report\Fin]ey Geotech Report 130722.docx <br />