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Scenario 1 is consistent with all rules and regulations pertaining to future land use and would <br />require a rezoning for the areas designated as Rural. An amendment to the Comprehensive <br />Plan is required to allocate land for urban services beyond the 2030 utility staging area. <br />Scenario 2 <br />Scenario 2 would require a comprehensive plan amendment and rezoning for the areas <br />designated as Rural. <br />Scenario 1 and Scenario 2 <br />Future development will be required to meet the stormwater requirements of the surface <br />water management plans of the City of Lino Lakes, Rice Creek Watershed District, and the <br />MPCA NPDES General Permit. Additionally, all construction and development within will <br />follow best management practices regarding stormwater, erosion control, and drainage. <br />The City will coordinate with the Metropolitan Council to increase the Transportation Analysis <br />Zone (TAZ) allocations, if needed. <br />11. Geology, Soils, and Topography/Landforms <br />d. Geology — Describe the geology underlying the project area and identify and map any <br />susceptible geologic features such as sinkholes, shallow limestone formations, <br />unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these <br />features for the project and any effects the project could have on these features. <br />Identify any project designs or mitigation measures to address effects to geologic <br />features. <br />AUAR Guidance: A map should be included to show any groundwater hazards identified. <br />According to the Geologic Atlas of Anoka County (Minnesota Geological Survey, 2016), the <br />AUAR study area is underlain by peat and muck and sand facies. <br />Bedrock is encountered at varying depths across the AUAR study area, ranging in depth <br />from approximately 101 to 250 feet below ground surface (bgs) across most of the study <br />area. Bedrock is comprised of Cambrian systems including Jordan sandstone and St. <br />Lawrence formation. <br />No known sinkholes, unconfined/shallow aquifers, or karst conditions were located within the <br />AUAR study area. Additionally, there are no known limitations regarding geology and <br />buildability of the project area. <br />e. Soils and Topography — Describe the soils on the site, giving NRCS (SCS) <br />classifications and descriptions, including limitations of soils. Describe topography, <br />any special site conditions relating to erosion potential, soil stability, or other soil <br />limitations, such as steep slopes or highly permeable soils. Provide estimated volume <br />and acreage of soil excavation and/or grading. Discuss impacts from project activities <br />(distinguish between construction and operational activities) related to soils and <br />topography. Identify measures during and after project construction to address soil <br />limitations including stabilization, soil corrections, or other measures. <br />Erosion/sedimentation control related to stormwater runoff should be addressed in <br />response to Item 12.b.ii. <br />AUAR Guidance: The number of acres to be graded and number of cubic yards of soil to be <br />moved need not be given; instead, a general discussion of the likely earthmoving needs for <br />development of the area should be given, with an emphasis on unusual or problem areas. In <br />discussing mitigation measures, both the standard requirements of the local ordinances and <br />any special measures that would be added for AUAR purposes should be included. A <br />standard soils map for the area should be included. <br />Lino Lakes Main Street - AUAR 31 July 2025 <br />Page 39 of 617 <br />