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<br />en <br />~ <br />r.., <br />C\J <br /> <br />The data indicate that in general four distinct types of material were pene- <br /> <br /> <br />trated by the seismic waves in the study area and can be described as follows: <br /> <br />An upper mantle of low density material corresponding to the sandy silt from <br />ground level to a depth of 10-20 ft, with a velocity of less than 100 fps. A <br />velocity of 610 fps as defined by the two 25-ft offset shot points was used for <br />this material in all calculations. <br /> <br />The data indicate gravel from 10-20 to + 185 ft. This gravel can be subdivided <br /> <br />generally into a less dense type with a velocity of about 3000-5000 fps and a <br />denser type probably containing large boulders with a velocity of from 5000-7500 <br /> <br />fps. The dividing line between these gravels is by no means constant and is <br /> <br />sometimes nonexistent, as in some cases either high or low velocity gravel is <br /> <br /> <br />absent. There also exists the possibility that the higher velocity material is <br /> <br />not a boulder strewn gravel but highly weathered bedrock, although this is un- <br />likely, or a mud flow deposit such as can be seen in road cuts upstream along the <br /> <br />White River. <br /> <br />Bedrock, which from outcrops appears to be red sandstone of the Maroon Forma- <br />tion striking NE and dipping 30NW, is characterized by velocities above 8,500 <br /> <br />fps generally in the 12,000-17,000 fps range. The upper contact with bedrock <br /> <br />ranged from a depth of 84 ft at the east end of line No.3 to +185 ft at the <br /> <br />west end of line No. 11. <br /> <br />A composite drawing is attached showing site topography, geologic contacts, <br />drill holes, and locations of geophone lines and shot points. Top of rock con- <br /> <br />, <br />i <br />k <br />! <br />, <br />I' <br />i <br />~: <br />i. <br />,. <br /> <br />t, <br />" <br />i <br />!" <br />, <br />i." <br />f' <br /> <br />i <br />; <br />, <br />i <br />