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SOILS INFORMATION <br />1 <br />USDA - NRCS <br />220 State St. <br />Fort Morgan, CO 08701 <br />March 20, 1996 <br />Dawn Jackson, Resource Conservationist <br />RE: Soil information for proposed gravel pit expansion as <br />requested by Environment, inc., Arvada, Colorado. <br />On March 11, 1996 we went out to the gravel pit to conduct a soils <br />investigation. <br />i looked at the soils in four locations. See the attached map. This <br />is what I Pound at the sites: <br />1. A = 0 to 5 inches; sandy loam, 13 percent clay, very dark <br />grayish brown, 30YR 3/2 moist, pH = 7.8, non-calcareous. <br />BA = 5 to 9 inches; sandy loam, very dark grayish brown 3oYR <br />3/2 moist, 12 percent clay, pH = 7.8, non-calcareous. <br />BW = 9 to 16 inches; sandy loam, brown lOYR 4/3 moist, <br />l0 percent clay, pH = 7.8, non-calcareous, weak <br />medium prismatic parting to weak subangular blocky <br />structure. <br />Bk = 16 to 32 inches; sandy loam, brown 10YR 5/3 moist, 9 <br />percent clay, pH = 8.2, strongly effervescent, few fine <br />lime filaments, weak medium subanqular blocky structure. <br />Due to dryness, i could not auger below 32 inches. <br />This soil was mapped 119 or 112. The sandy loam <br />properties, here, fit better with 112. For the soil <br />interpretations I would use the soil found in 112. <br />2. A = 0 to 4 inches; sandy loam, dark brown lOYR 3/3 moist, <br />non-calcareous <br />AC = 4 to 10 inches; sandy loam, brown lOYR 4/3 moist, <br />strongly effervescent, pH = 8.2, weak medium subangular <br />blocky structure. <br />Ck = 10 to 38 inches; sandy loam, brown lOYR 5/3 moist, <br />strongly effervescent, pH = 8.4, few lime coatings on <br />pebbles, massive. <br />Due to dryness, I could not auger deeper than 38 inches. <br />This site was mapped soil symbol 112: <br />Ustic Torriorthents. This is a broadly defined unit <br />in Logan County; however, this soil falls with in <br />the range of this map unit. The soils are light <br />colored, thin surface, and sandy loam textures. <br />