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United States <br />Department of <br />Agriculture <br />-14- <br />Soil <br />Conservation <br />Service <br />EXHIBIT D (3 of 4) <br />M 910 Wansted <br />P.O. Box 845 <br />Eads, Colo. 81036 <br />September 20, 1990 <br />Kiowa County Commissioners <br />P.O. Box 591 <br />Eads, Colorado 80136 <br />re: Reclamation plan - Gravel pit on Quarter Circle L. T. Inc. land <br />Gentlemen: <br />Find attached the soil and site information for the above. The plan <br />recommendations and comments follow below. <br />In view of the transient nature of the streambed of Adobe Creek, where <br />the gravel pit operations and any reclamation efforts would occur, I be- <br />lieve an elaborate and intensive reclamation plan would be unwarranted <br />and, for the most part, foolhardy. One heavy flow down Adobe Creek gen- <br />erally would greatly alter or completely obliterate the best laid plan <br />of reclamation. A conversation with the landowner, Mr. Richard Grey, <br />also reinforced the thought that reclamation efforts should be as simple <br />and low cyst as possible, while at the same time being of value in im- <br />proving t7e site for wildlife and livestock uses. <br />It is from that aspect that I will suggest two possible ways of proceed- <br />ing with :~ plan for the site. The simplest and first proposed plan <br />would be, A. fence the site. B. remove the surface sand and travel. C. <br />grade the disturbed soil to the general slope of the streambed and D. <br />seed the rites to adapted native grasses. The entire gravel operation <br />site and reclaimed areas therein would be fenced during the period of <br />mining and reclamation to exclude cattle. One or two access points <br />(watering gaps} to any standing or live water could be fenced into the <br />streambed on nonerosive, natural slopes. <br />The proper°ties of the Haverson clay loam, that underlies all the gravel <br />deposits, nearly precludes the need to remove material beyond the depth <br />of the original soil surface, as the Haverson soil is unsuitable for <br />sand or gravel due to excess fines. The exception to this would be the <br />additional removal of soil below the original surface to be used as <br />roadfill. Haverson is rated as good for use as such. <br />Planning i'or the potential use of the Haverson soil material, in addi- <br />tion to removal of sand and gravel deposits, dictates the use of a more <br />involved, but still simple, reclamation operation. The primary concern <br />of the plain being the flooding hazard to any activities in the stream- <br />bed. The main difference is the incorporation of excavated sediment <br />basins to intercept flood flows. Such basins would help diminish the <br />erosiveness of flood flows, reduce sediment and provide some protection <br />to down-si,ream operations. During non-flood periods the basins could <br />provide omen water areas for wildlife and livestock as water is <br />available to fill them. Eventually the basins would fill with sand and <br />gravel and could be excavated for that material. <br />