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Last modified
11/23/2009 1:02:43 PM
Creation date
10/4/2006 10:33:25 PM
Metadata
Fields
Template:
Floodplain Documents
County
Lake
Community
Parkville
Stream Name
Arkansas River
Title
Parkville Watershed Assessment Preliminary
Date
12/1/1979
Prepared For
Lake County
Prepared By
Professional Design Services
Floodplain - Doc Type
Floodplain Report/Masterplan
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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 />I <br /> <br />Any land use in a potentially unstable slope area shall avoid: <br /> <br />a. Cutting into slope without providing adequate mechanical support. <br />b. Adding water to the slope that would cause decreased stability. <br />c. Adding weight to the top of the slope. <br />d. Removing vegetation from the slope without adequate revegetation. <br />e. Over-steeping slopes, <br /> <br />3. EXPANSIVE SOIL AND ROCK: <br /> <br />H. G. 1041 defi nes expans i ve soil and rock as follows: <br /> <br />"Expansive Soil and Rock means soil and rock which contains clay and <br />which expands to a significant degree upon wetting and shrinks upon <br />drying. " <br /> <br />The Tomichi, (ToE); Bross, (BrF); and Troutville, (TrE) soils have a low shrink- <br />swell potential. The remaining soils found in the study area were classified as <br />too variable for valid estimates to be made. <br /> <br />~ny developrlJent or activity in an identified area of expansive soil and rock shall <br />only be permitted upon approval of engineered foundations and floor systems designs. <br />Engineered design for correction of adverse conditions shall include a suitable com- <br />bination of the following four methods: <br /> <br />a. Foundation design <br />b. Well-planned site drainage <br />c. Landscaping to enhance drainage <br />d. Interior construction details as described in Special Publication <br />~~~ (Colorado Geological Survey, 1974), pp. 68-76. <br /> <br />4, SLOPES 15 PERCENT OR GREATER: <br /> <br />Development of slopes which are excessive present a number of hazards. On slopes <br />10 percent or greater, development shall be prohibited. Development shall be dis- <br />couraged on slopes 15 percent or greater unless problems of stability and erosion <br />can be overcome. Any development approval shall be based on a detailed site survey <br />'ncluding geologic and engineering analysis and shall comply with the following: <br /> <br />a. Cuts shall not be made into slopes steeper than 30 percent unless <br />mechanical support is provided. <br />b. Cuts and fills, and grading and scraping shall be confined to the <br />minimum area needed for construction. <br />c. Steepness of cut and fill slopes shall be the maximum which will <br />insure stability and still allow revegetation. <br />d. Development plans shall include reasonable but adequate control <br />measures. Large tracts should be developed in small workable units <br />without leaving large areas for long periods. <br />e. l!se mulches or temporary cover or exposed soil areas and re-establish <br />pern:anent vegetati on a'ld ins ta 11 erosion control measures as soon as <br />possible. <br />f. Incorporate natural drainage patterns into the development, Culverts, <br />sediment basins and other engineering measures should be used where <br />necessary to control erosion. <br />g, Soil absorption sewage disposal systems should not be placed on slopes <br />steeper than 15 percpnt. <br /> <br />5. EROSION: <br />Erosion and sediment deposition is part of the natural cycle which takes place <br />8 <br />
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