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F <br /> 9/3/81 - Silver Lake Wood Development -3- <br /> the organic layers may be as shallow as 16 inches. Included within this <br /> Pt110 mapping unit are Seelyeville muck, Isanti and Lino soils. Markey soils have <br /> moderately rapid permeability, available water capacity and organic matter <br /> content are high. Natural fertility is low. The seasonal high water table <br /> is usually within one foot of the surface. This soil is poorly suited to <br /> building site development due to wetness and poor boring strength. This <br /> soil is very susceptible to frost action. All organic material must be <br /> removed prior to development. <br /> Urban Land Zimmerman Complex: <br /> Same as Zimmerman but erosion potential by water is increased significantly <br /> due to higher runoff vo]lunes generated by impervious materials. <br /> 161 Isanti loamy fine sand: <br /> This soil is a level, very poorly drained soil. It is found in depressions <br /> and drainageways and flats of glacial outwash plains. This soil is often adjacent <br /> to organic soils. The typical pedon might have a surface layer about 13 inches <br /> thick of black loamy fine sand. The subsoil is 29 inches thick and may be divided <br /> into two layers, an upper layer of dark gray loamy fine sand and a lower part of <br /> graysih brown fine sand. The underlying material is gray loamy fine sand. <br /> Included in this mapping unit are small areas of Lino and Markey muck soils. <br /> Permeability of Isanti soils is rapid. Available water capacity is low as is <br /> natural fertility. Surface runoff is ponded or very slow. The seasonal high <br /> 411, water table is at or within two feet of the surface. Because of extreme wetness, <br /> this soil is poorly suited for development. Foundation must be tile drained and <br /> built above the water table. The soil is very easily excavated, but has a ten- <br /> dency to cave in. It will be necessary to temporarily stabilize excavation <br /> sidewalls. This soil is moderately susceptible to frost action. All sidewalks, <br /> streets, and driveways must be properly designed to compensate for this action. <br /> 1027 Udorthents, wet substratum: <br /> This mapping unit is made up of hetrogeneous mixture of earthy fill material <br /> that has been placed on poorly or very poorly drained mineral or organic soils. <br /> The thickness and source of this fill is variable. Soil permeability, available <br /> water capacity and surface runoff are all variable. The suitability of these <br /> soils is variable. Intensive testing by a qualified soils engineer is necessary <br /> to evaluate any given parcel for its development potential. <br /> Hydrology: <br /> There are several interconnected wetlands and depressional areas lying with- <br /> in the proposed development area. These wetlands range in size from .5 acre to <br /> 12.5. Two of these wetlands are classified as public waters. They are identified <br /> as wetlands 1-11 and 1-29 in the Mounds View Wetland Inventory. The general <br /> drainage pattern for this property is from northwest to southeast. Waters exit <br /> the plat via open ditch and eventually enters Rice Creek upstream of Long Lake. <br /> • <br />