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So~ sur~ey <br /> <br /> This soil is well suited to trees. The hazards and <br />limitations are generally slight. Plant competition, <br />however, is moderate. Co[npeting vegetation can be <br />controlled by spraying, cuffing, or girdling. <br /> This soil has severe limitations for use as building sites <br />because of wetness. Drainage is needed to reduce <br />wetn6ss. This soil has severe limitations for septic tank <br />absorption fields because of wethess and slow <br />parmeabllity. Enlarging the filter field and lowering the <br />water table may help the soil function better as an <br />absorption field. This soil has severe limitations for local <br />roads and streets because of frost action and Iow <br />strength. Drainage ditches along reads help reduce frost <br />action. The road base should be strengthened with <br />suitable material. <br /> This soil is in capability subclass llw and in woodland <br /> suitability subclass 30. <br /> <br /> CsB2--Crosby-Mlarnl slit loams, 2 lo 4 percent <br /> slopes, eroded. These are gently sloping, deep, <br /> somewhat poorly drained and well drained soils. About <br /> 60 percent of the unit is Crosby soil, and about 30 <br /> percent is Miami soil. The Crosby soil is in the lower, <br /> txoeder, less sloping areas. The Miami soil is in the <br /> higher, more sloping areas. Areas of these soils are so <br /> intricately mixed or so small in size that it was not <br /> practical to map them separately. The areas are Irregular <br /> in shape and range fram 5 to 50 acres in size. <br /> Typically, the sudace layer of the Cresby soil is dark <br /> grayish brown silt loam about 8 inches thick. The subsoil <br /> is about 20 inches thick. In the upper part it is dark <br /> grayish brown, friable silty clay loam; in the middle part it <br /> is brawn, mottled, tirm clay loam; and in the lower part it <br /> is grayish brown, mottled, tirm clay loam. The substratum <br /> to a depth of about 60 inches is yellowish brown, mottled <br /> loam. In some places the soil is grayer, and in some <br /> places the silt cap is thicker. Also, in a few places the <br /> combined surface layer and subsoil are thicker than 40 <br /> inches, and the lower part of the subsoil and substratum <br /> have more sand. <br /> Typically, the surface layer of the Miami soil is mixed <br /> with the subsoil. It is brown slit loam and dark yellowish <br /> brown clay loam about 7 inches thick. The subsoil is <br /> about 30 inches thick. In the upper part it is dark <br /> yellowish brown, firm clay loam; in the middle part it is <br /> yellowish brown, firm clay loam, and in the lower part it <br /> is dark brown, firm clay loam. The substratum to a depth <br /> of about 60 inches is pale brown loam. In some places <br /> the lower part of the subsoil is mottled, or the combined <br /> surface layer and subsoil are thicker then 40 inches. <br /> Included with these soils in mapping are small areas of <br /> Brookston soils in depressions and narrow <br /> drainagaways. Also included are small areas where the <br /> surface of the Crosby and Miami soils is clay loam. The <br /> included soils make up about 10 percent of the map unit. <br /> The available water capacity of both the Crosby and <br /> <br /> · Miami soils'is high. Permeability o! the Crosby soil is <br /> slow. Permeability of the Miami soil is moderate in the <br /> <br />subsoil and moderately slow in the substratum. The <br />content of organic matter is moderately Iow in both soils. <br />Surface runoff is medium. The Crosby soil has a water <br />table at a depth of 1 to 3 feet in winter and early in <br />spring. The surtace layer of both soils is friable and is <br />easily worked within a fairly wide range of moisture <br />content. It does, however, have a tendency to crest or <br />puddle after hard rains, especially in areas where the <br />surface layer is mixed with the subsoil. Root <br />development is restricted below a depth et about 32 <br />inches by compacted glacial till. <br /> In most areas these soils are used for cultivated crops. <br /> In a few small areas they are used for hey.or pasture or <br /> as woodland. The soils in this map unit are suited to <br /> corn, soybeans, and wheal Erosion is the major hazard. <br /> In addition, wetness is a limitation for the Crosby soil. <br /> Tile out, et terraces, grassed waterways, or diversions are <br /> needed to control surtaca mneff and erosion. Drainage <br /> is needed in the Crosby soil. Consarvation tillage that <br /> leaves crop residue on the surface, crop rotation, green <br /> manure crops or other organic material added to the soil <br /> help improve the content el organic matter, soil tilth, and <br /> water infiltration, and thus reduce crusting and erosion. <br /> These soils are well suited to grasses and legumes for <br /> hay or pasture. Grasses and legumes effectively control <br /> erosion. They should be selected on the basis of the <br /> extent of drainage. <br /> Overgrazing or grazing when the soil is wet causes <br /> compaction and poor tilth and reduces plant density and <br /> hardiness. Proper stocking rates, pasture rotation, timely <br /> grazing, and weed control help keep the pasture and <br /> in good condition. <br /> These soils are well suited to trees. The hazards and <br /> limitations are generally slight. Plant competition, <br /> however, is moderate. Competing vegetation can be <br /> controlled by spraying, cutting, or girdling. Species that <br /> are tolerant of wetness should be selected, <br /> The Crosby soil has severe limitations for use as <br /> building sites because el wetness. Drainage is needed to <br /> reduce wetness. Crosby soil has severe limitations for <br /> septic tank absorption tields because of wetness and <br /> slow permeability. Enlarging the tilter field and lowering <br /> the water table may help this soil function better as an <br /> absorption field. The Cresby soil has severe limitations <br /> for local roads and streets because of frost action and <br /> Iow strength. Drainage ditches along roads help reduce <br /> trost action. The read base should be strengthened with <br /> suitable material. ' <br /> The Miami soil has slight limitations Ior use as <br /> building sites. It has severe limitations for septic <br /> tank absorption fields because of moderately slow <br /> permeability. Enlarging the filter tiaid may help the soil <br /> function better as an absorption field. Lateral seepage <br /> on top of the till occurs in poorly designed systems and <br /> may surface downsiope.' The Miami soil has moderate <br /> limitations lot local roads and streets because of frost <br /> action. Drainage ditches along roads help reduce frost <br /> action. <br /> <br /> <br />