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Sum inaty ttg "lag, x * oiit Cuuntari C+olarratila► <br />_ <br />1p tt,iiaplme <br />Rating , ' <br />Co alp <br />1istIng <br />uM <br />of 1, d <br />GbA <br />Glenberg sandy <br />loam, 0 to 1 <br />pertcent slopes <br />Fair <br />Glenberg (90 %) <br />Thickest layer (0.00) <br />2.6 <br />19.4% <br />Bottom layer (0.08) <br />GbB <br />Glenberg sandy <br />loam, 1 to 3 <br />percent slopes <br />Fair <br />Glenberg (90 %) <br />Thickest layer (0.00) <br />0.4 <br />3.0% <br />Bottom layer (0.08) <br />KrB <br />Komman clay loam, <br />1 to 3 percent <br />slopes <br />Fair <br />Kornman (90 %) <br />Thickest layer (0.03) <br />0.4 <br />3.1% <br />Bottom layer (0.07) <br />Lm <br />Las Animas soils <br />Fair <br />Las Animas (85 %) <br />Thickest layer (0.10) <br />1.0 <br />7.4% <br />Bottom layer (0.13) <br />Td <br />Tivoli sand <br />Fair <br />Tivoli (90 %) <br />Bottom layer (0.72) <br />9.0 <br />67.1% <br />Thickest layer (0.72) <br />Totals for Area of Interest <br />13.4 <br />100.0% <br />ii mina' <br />,, .. <br />Fair <br />13.4 <br />100.0% <br />Totals for Area of Interest <br />13.4 <br />100.0% <br />Custom Soil Resource Report <br />Tables —Sand Source (City of Las Animas /LA Mine) <br />Rating Options —Sand Source (City of Las Animas /LA Mine) <br />Aggregation Method: Dominant Condition <br />Component Percent Cutoff. None Specified <br />Tie -break Rule: Lower <br />Roadfill Source (City of Las Animas /LA Mine) <br />Roadfill is soil material that is excavated in one place and used in road embankments <br />in another place. The soils are rated as a source of roadfill for low embankments, <br />generally less than 6 feet high and less exacting in design than higher embankments. <br />The ratings are for the whole soil, from the surface to a depth of about 5 feet. It is <br />assumed that soil layers will be mixed when the soil material is excavated and spread. <br />The soils are rated "good," "fair," or "poor" as potential sources of roadfill. The ratings <br />are based on the amount of suitable material and on soil properties that affect the ease <br />of excavation and the performance of the material after it is in place. The thickness of <br />the suitable material is a major consideration. The ease of excavation is affected by <br />large stones, depth to a water table, and slope. How well the soil performs in place <br />after it has been compacted and drained is determined by its strength (as inferred from <br />22 <br />