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21 <br />vations of other slide parts. The figure is probably conservative; <br />further studies would be required to verify this estimation. <br />• I <br />I <br />I <br />~ 3.5 CONSTRUCTION PROCEDURES <br />It is obvious from the content of this report that the <br />design and the construction of the proposed surface facilities <br />within the landslide area will be difficult. Not all details of <br />the construction and of the recommended drainage can be fully <br />dealt with in the design. It is impossible to obtain all details <br />of geotechnical and ground water conditions prior to the con- I <br />struction. Construction procedures will very much depend on the ~ <br />season of the year. ~ <br />We believe that, for these reasons, construction super- <br />. vision by an es:perienced and qualified geotechnical or soils <br />engineer is of importance; many details during the construction <br />will have to be resolved with his assistance. <br />* * ,t <br />We hope that you will find this report useful for your <br />design and for the construction; we would be happy to assist <br />you in the future with this challenging and interesting project. <br />Denver, November 21, 1980 <br />1 JrcLS~ <br />• <br />Nom; <br />3,T <br />GEO-HYDRO CONSULTING, INC. <br />~-c;~.c~a.~ ~~..E,~,,..,,.~ca.~ <br />Michal Bukovansky <br />Senior Engineering Geologist <br />/, ,/ <br />Graeme Major <br />Project Engineer <br />OIMRO~D COIaILLlMG K <br />