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The Site is located in the very northern portion of the City of Elk River and immediately east of <br />US 169. The surrounding area is characterized by mining operations, the Elk River Landfill, <br />agricultural operations and rural residential land use. Figure 3: Site and Surrounding Area, is <br />an aerial photograph that illustrates the Site and surrounding area. <br />4.4.2 Site analysis: <br />The Site has irregular topography characterized by open space with brush, grassland, and some <br />wooded areas. The US 169 highway corridor borders the western perimeter of the Site. A five <br />foot wide ATV trail and overhead electric lines run along the western boundary of the Site. <br />Baldwin St. NW. runs to the east of the Site. Overhead electric and underground <br />communications lines run along the eastern boundary of the Site. <br />The elevation of the Site varies from about 978 to 1,046 feet above mean sea level (msl). <br />Naturally occurring slopes range from 4 -74 percent across the Site. The average depth of <br />topsoil is approximately one foot with three to five feet of silty overburden over the sand and <br />gravel deposit. The Site is not located within a floodplain and there are no watercourses or <br />wetlands on -site. <br />There is a residence and associated outbuildings located in the northeastern portion of the <br />Site. The existing house is to remain until the final mining Phase. Figure 4: U.S.G.S. Quad Map <br />Excerpt, illustrates natural features of the Site and surrounding area. <br />4.43 Estimate of Quantity of Material to be Mined: <br />The estimated net quantity of material to be excavated is approximately 9 million cubic yards. <br />4.4.4 Depth of Water Table: <br />The elevation of the water table ranges from about 957 feet above msl in the southwestern <br />portion of the Site to about 959 feet above msl in the northeastern portion of the Site. The <br />direction of groundwater flow is towards the southwest. Mining is proposed top extend into <br />the water table. <br />4.4.5 Average thickness of overburden <br />The average thickness of overburden is estimated to be three to five feet, based on soil borings <br />taken across the extent of the Site. <br />4.4.6 Detailed Map of Haul Routes <br />Figure 5: Haul Routes, illustrates the extent of the haul routes within the City limits. Local roads <br />will be used for approximately % mile to access US 169. County and state highways will be used <br />for the majority of hauling. Local roads, beyond Baldwin to 225th Avenue NW, will be used only <br />as needed for local deliveries. <br />4.5 Plan of Operation: <br />Max Steininger, Inc.: Elk River Sand and Gravel Mine 4 1 P a g e <br />Zone Change & Conditional Use Permit Application December 2016 <br />