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Design Report <br /> Goose Haven Reservoir Cell 2A <br /> May 14, 2021 <br /> Page 7 of 7 <br /> 12 LIMITATIONS <br /> The final design of the Goose Haven Reservoir Cell 2A is based on generally accepted civil, <br /> structural and geotechnical engineering practices in this area and is for the exclusive use of <br /> Rock Products of Colorado for Goose Haven Reservoir Cell 2A. The summaries, cost opinions, <br /> conclusions, and recommendations documented in this report are based, in-part, on information, <br /> test data, and analysis prepared by others. The information in this report may not reflect <br /> subsurface variations or actual conditions at the site. Construction cost opinions can be <br /> influenced by market forces, weather conditions, and other issues that are outside of our <br /> control. As a result, there is no expressed or implied warranty or guarantee of the information <br /> provided in this report. <br /> 13 REFERENCES <br /> Brierley Associates. 2021. Geotechnical Design Report, Goose Haven Reservoir Cell 2A, dated <br /> May 14. <br /> Close Associates, LLC. 2020. Structural Engineering Calculations, Goose Haven Cell 2A — <br /> Transfer Box Structures, dated November 2020. <br /> Merrick& Company, 2020, Goosehaven Reservoir Complex, Expansion Project— Cell 2A, <br /> Breach Inundation Mapping Report, dated July 29. <br /> State of Colorado, Department of Natural Resources, Division of Water Resources, Office of the <br /> State Engineer, Dam Safety. 2020. Rules and Regulations for Dam Safety and Dam <br /> Construction, effective January 1, 2020. <br /> United States Army Corps of Engineers (USACE). 2002. ERDC/GSLTR-02-9: Guidelines for <br /> Installation of Utilities Beneath Corps of Engineers Levees Using Horizontal Directional Drilling. <br /> BRIERLEY <br /> ASSOCIATES <br /> Creating Space Underground <br />