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<br />- 28 - <br /> <br />fan, and instead is characterized by a hummocky, poorly drained surface <br /> <br />and occasional sizeable closed depression features which form boggy <br /> <br />areas or ponds. This feature appears to be older than the main mudflow <br /> <br />fan and, except for the probable landslide scarp (3e), shows no indica- <br /> <br />tions of large fairly recent movements. Relative to possible construc- <br /> <br />tion in the area of the old landslides, we have the same general obser- <br /> <br />vations made concerning the mudf10w fan areas. Much of the area is <br /> <br />poorly drained, there is locally very steep topography, and the material <br /> <br />is primarily disintegrated and broken shale which could be easily <br />mobilized by addition of ' water and disturbance from construction activities. <br /> <br />A more serious implication of the extensive old landslide debris <br /> <br />below Gallo Bluff is that it suggests large scale and catastrophic rock- <br /> <br />fall or debris avalanche events may occur periodically in the history of <br /> <br />the bluff. If this is the case, the area for a considerable distance in <br /> <br />front would be subject to severe devastation. Large scale events of <br /> <br />this sort probably explain the large area of landslide terrain described <br /> <br />above. We believe that the present extent of landslide materials is a <br /> <br />combination of original very large landslides from the bluff, followed <br /> <br />by subsequent movement of part of the originally displaced mass by less <br /> <br />spectacular sliding at lower topographic levels. This is our interpre- <br /> <br />tation of the scarp (3e) described above which appears to be more recent <br /> <br />than the main landslide. On the strength of the above geologic evidence, <br /> <br />we strongly suggest that if this area is to be developed, a wide setback <br /> <br />should be observed from the base of Gallo Bluff, and that any construc- <br /> <br />tion in the area of the old landslide terrain should proceed only after <br /> <br />thorough engineering geology and soils engineering studies. <br />