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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />tanks and a lI-weather roads. The USDA; Soi 1 Conservation Servi ce, Soil Survey <br />of Chaffee-LAKE AREA, 1975, was used as a basis to determine which areas, in <br />general, have severe site development limitations. <br /> <br />Soil limitations are rated in terms of slight, moderate and severe. <br /> <br />-Slight: Soil properties generally favorable for the rated use of <br />limitations that are minor and easily overcome. <br /> <br />-Moderate: Soil properties which are unfavorable for the rated use <br />but can be overcome or modified by special planning and <br />design. <br /> <br />-Severe: Soil properties are so unfavorable and so difficult to <br />correct or overcome as to require major soil reclamation, <br />special design, or intensive maintenance, <br /> <br />Reference may be made to Table 1 <br /> <br />regarding soil limitations. <br /> <br />Severe site development constraints are found in the following soils: <br /> <br />-J.1,arsh (r"h)-Development of any type should be prohibited in marsh areas, <br />The water table is at or near the surface. A layer of organic matter or <br />peat is characteristic of the marsh areas. <br /> <br />-Mine Pits and Dumps (Mp)--Land areas in which mine pits and dumps are <br />found may have some potential for future mining. As such, development <br />should be prohibited. <br /> <br />- Tomichi Sandy Loam (ToE)-Development should be prohibited on this soil <br />where slopes are in excess of 15 percent. ~;oderate limitations may be en- <br />countered on slopes of 8 to 15 percent. It would appear that development <br />would be compatible on slopes less than 15 percent provided the specific <br />site was investigated and the development was designed to mitigate poten- <br />tial problems. The shrink-swell potential is rated as low, <br /> <br />-Troutville Gravelly Sandy loam (TrE)--As with the Tomichi Sandy loam, <br />development should be prohibited on slopes of 15 percent or more. The <br />shrink-swell potential is rated as low. <br /> <br />-Wet Alluvial Land (Wa)--Development of any type should be prohibited. <br /> <br />-Rock Outcrop (Ro)--Development should be prohibited. <br /> <br />-Bross (Brf)--Development on Slopes 15 percent or more should be prohib- <br />ited. The shrink-swell potential is rated as low, <br /> <br />Beyond the areas excluded above, there are a number of areas which may support a <br />proposed development. However, it should be noted that a given soil mapping unit <br />may contain isolated kinds of other soils that have different properties. As such, <br />a detail site investigation should be required prior to approval, of a proposed <br />development action. <br /> <br />2. UNSTABLE SLOPES: <br /> <br />In association with certain soils, unstable or potentially unstable slopes may be <br />found. H. B. 1041 defines an unstable slope as one susceptible to a landslide, a <br />mudflow, rockfall, or accelerated creep of slope-forming materials. Development <br />may be permitted where mitigating measures can be taken to minimize certain prob- <br />lems associated with an unstable slope. It should be noted that a man-induced ac- <br />tion may contribute to landslides, mudflows, rockfalls and creep potential. <br /> <br />6 <br /> <br />. <br />