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Page 19 <br /> <br /> <br />Table 10. Soils Mappd within the Project Area <br />Map unit name % of <br />Area <br />Hydric Category <br />(% Hydric) <br />Hydrologic <br />Soil Group <br />Farmland <br />Classification <br />Hubbard loamy sand, 1 to 6 <br />percent slopes 55.40% Predominantly <br />Non-Hydric (3%) A Not prime <br />farmland <br />Sandberg loamy sand, 1 to 6 <br />percent slopes 16.30% Predominantly <br />Non-Hydric (5%) A Not prime <br />farmland <br />Hubbard-Mosford complex, <br />Mississippi River Valley, 0 <br />to 3 percent slopes <br />10.80% Predominantly <br />Non-Hydric (1%) A Not prime <br />farmland <br />Elk River fine sandy loam, 0 <br />to 2 percent slopes, rarely <br />flooded <br />10.10% Predominantly <br />Non-Hydric (1%) B <br />All areas are <br />prime <br />farmland <br />Sandberg loamy coarse sand, <br />6 to 30 percent slopes 6.30% Non-Hydric (0%) A Not prime <br />farmland <br />Hubbard loamy sand, 2 to 12 <br />percent slopes 0.90% Non-Hydric (0%) A Not prime <br />farmland <br />Water 0.30% Non-Hydric (0%) -- Not prime <br />farmland <br /> <br />Fifteen soil borings were dug to depths ranging from 15 to 30 feet with one boring extending to a <br />nominal depth of 60 feet. “At the surface, the soil borings encountered about 1 to 4.5 feet of <br />topsoil that consisted of silty sand or silty clayey sand.” “Below the topsoil, the soil borings <br />encountered sandy native alluvial soils that extended to the termination depth of the borings. The <br />sandy native soils consisted of poorly graded sand, poorly graded sand with silt and silty sand” <br />(Appendix D). Three piezometers were installed in selected soil borings. <br /> <br />Topography on the site peaked along the northern site boundary (896 ft MSL) and was lowest <br />along the western site boundary (Mississippi River; 850 ft MSL). Generally, the site was flat, <br />with steeper topography along the Mississippi River. Based on the Digital Elevation Model <br />(DEM), the hillside sloping down to the Mississippi River and the lower cultivated field has <br />slopes ≥18% (Figure 3). Portions of this hillslope met the definition of a bluff (per the Sherburne <br />County Zoning Ordinance and Elk River City Code) (1) (2). <br /> <br />The Web Soil Survey (WSS) was used to evaluate the onsite soil suitability for the proposed <br />uses. The categories descriptions and ratings are included in Appendix F. The soil map unit <br />corresponding to the lower cultivated field (map unit symbol 771) and the steep hillslope (map <br />unit symbol 258E) were consistently the areas of limitation. Residential development and large- <br />scale grading are not anticipated in these areas. The residential/commercial portions of the <br />development are concentrated on the eastern upper sandy soils. These soils are listed as <br />somewhat limited for lawns/landscaping. Soils could be amended and irrigated as needed. A <br />landscaping plan has not yet been developed at this time, but it is anticipated sod will be brought <br />in and other vegetation will be selected based on soil suitability. The proposed land use and lot <br />coverage/density is going to require an unknown volume of water to retain sod/plant moisture. <br />Per the Geotechnical Exploration Report, “the vegetation and topsoil are not suitable for <br />foundation, roadway, or utility support and will need to be removed from below the building