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<br />- 30 ~ <br /> <br />indicates strongly dipping Mancos shale beds with vertical jointing. <br /> <br /> <br />These facts together with the generally steep slopes are enough to <br /> <br /> <br />indicate the need for careful geologic and engineering studies and <br /> <br />extreme caution. The lower part of this area is on the Crystal River <br /> <br />flood plain, and just opposite the confluence with Carbonate Creek <br /> <br />(4c, plate 1). Possible hazards from flooding and mudflows should be <br />carefully evaluated before construction on this part of the site is <br /> <br />planned. <br /> <br />Area of Unstable Talus and Landslides, North of Landing Strip (5) <br /> <br /> <br />This is a sizable, roughly triangle-shaped area north of the land- <br /> <br /> <br />ing strip and opposite the confluence of Raspberry Creek and the Cry.,- <br /> <br /> <br />stal River. It was mapped as talus by Gaskill (1966), and as active <br />talus by Hepworth (1971). Our initial photo studies showed scarp and <br />ridge features that are not typical of a talus slope, since both active <br /> <br />and inactive taluses generally consist of an equilibrium slope of <br /> <br />smooth curvature. Because of its anama10us appearance, further field <br /> <br />and photogeo10gic studies were made of the area. <br /> <br />Field examinations showed that most of the rubble slope consisted <br /> <br />of igneous rock debris which was typical of the Raspberry Creek Phaco- <br /> <br />lith intrusion. The source of the rock debris is an erosionally de- <br /> <br />tached portion of the Phaco1ith that lies just upslope from the area <br /> <br />discussed. This rock is strongly jointed in three directions, and the <br /> <br />regional dip is downslope toward a synclinal axis which is just south <br /> <br />of the Crystal River. <br />In detail, the surface of the rubble slope consists of sharp curvi- <br /> <br />linear ridges, scarps, and elongate depression features. These, typi- <br /> <br />..' <br />