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.
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