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c. Identify measures incorporated into the proposed project to mitigate any potential <br />incompatibility as discussed in Item 10b above and any risk potential. <br />The Project site will be rezoned with the City of Lino Lakes to bring it in line with the <br />Future Land Use Map (Appendix Q within The 2040 Plan. Impacts within the <br />floodplain will be permitted through the City of Lino Lakes and the Rice Creek <br />Watershed District. <br />11. Geology, soils and topography/land forms: <br />a. Geology - Describe the geology underlying the project area and identify and map any susceptible <br />geologic features such as sinkholes, shallow limestone formations, unconfined/shallow aquifers, <br />or karst conditions. Discuss any limitations of these features for the project and any effects the <br />project could have on these features. Identify any project designs or mitigation measures to <br />address effects to geologic features. <br />Minnesota Geological Survey data within the Project site lists the bedrock geology as St. Peter <br />sandstone and Prairie du Chien Group. Depths to the bedrock ranged from approximately 90 to 180 <br />feet. There are no known or mapped sinkholes, shallow limestone, shallow aquifers, or karst features <br />identified within or near the project area. <br />Karst features are illustrated on Appendix A — Figure 5. <br />b. Soils and topography - Describe the soils on the site, giving NRCS (SCS) classifications and <br />descriptions, including limitations of soils. Describe topography, any special site conditions <br />relating to erosion potential, soil stability or other soils limitations, such as steep slopes, highly <br />permeable soils. Provide estimated volume and acreage of soil excavation and/or grading. <br />Discuss impacts from project activities (distinguish between construction and operational <br />activities) related to soils and topography. Identify measures during and after project <br />construction to address soil limitations including stabilization, soil corrections or other <br />measures. Erosion/sedimentation control related to stormwater runoff should be addressed in <br />response to Item 12.b.ii. <br />NRCS soil classifications with the Project Site and are illustrated on Appendix A — Figure 6, soils unit <br />characteristics are provided in the following table. <br />Map <br />Soil Unit Name <br />Slopes <br />HEL * <br />Hydrologic <br />Hydric <br />Farmland <br />Symbol <br />�/� <br />Group" <br />Rating' <br />Classification <br />AnC <br />Anoka loamy fine <br />6-12 <br />NHEL <br />A <br />Non-Hydric <br />Not prime <br />sand <br />farmland <br />Bm <br />Blomford loamy fine <br />- <br />NHEL <br />BID <br />Predominately <br />Not prime <br />sand <br />Hydric <br />farmland <br />graham loamy fine <br />Predominately <br />Farmland of <br />Bt8 <br />sand <br />2-6 <br />NHEL <br />A <br />Non-Hydric <br />statewide <br />importance <br />Cb <br />Cathro muck <br />- <br />NHEL <br />BID <br />Hydric <br />Not primefarmland <br />Page 11 <br />