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<br />PAONIA SOIL SURVEY AREA t1APPLNG UNIT: 109f (Absarokee part) l./ <br />09F <br />• SOIL MAPPING UNIT DESCRIPTIOPIS PUBLISHED UNIT: 2 <br />Rapping Unit Absarokee-Work loams <br />Position: Steeper slopes, small ridges on the uplands and <br /> valley sideslopes <br />Drainage: Hell drained <br />Slope: 6-25 percent <br />Soil Profile: Te:cture Thickness Permeability <br />Surface: loam 0-7 inches hloderate (.6-2.0"/hr.) <br />Subsoil: clay 7-30 inches Slow and very slow <br /> <br />Underlying material is channery clay loam and is over sandstone between 20 <br />and 40 inches. Bedrock is 20-40 inches. <br />Available water capacity for the 30" rooting depth is 4.7 inches. water <br />table depth is greater than 72 inches. <br />Erosion Hazard: Moderate to high from water, slight from wind. Frequency <br />of flooding is none. <br />Capability Unit: IVe21 irrigated; VIe nonirrigated. <br />Range Site: Brushy loam <br />Normal production is 2,000 lb/acre dry weight forages <br />Other features: <br />Surface runoff is madiur to r.ioid <br />.~9~ ;tu'.` r:Sa .l '.i ..~.. f'w :'__ ..d l:'.• , ..i _.... :I'•:, ,nr_ .~ 1I1-. <br />Salinity .is less til.in 2 i~;m~os/c m. <br />Shrink-swell potential is mod_rate to high. <br />Risk of corrosion is high for uncoated steel and low for concrete. <br />Low frost action potential. <br />Poor for roadfill because of shrink-swell, low strength; thin layers. <br />Unsuitable for sand and gravel and a poor source of topsoil b=cause of slope, <br />small stones, and too clayey. <br />• 1/ This mapping unit is mada up of two or more do.ainant' kinds of soil. See She <br />1.^.a~cing unit description for iha coriposition and behavior of the whole napping uai- <br />oeER <br />