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Orono_Route_Permit_Application - Docket # W002/TL-11-223
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3960 CR 6 Excel substation
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Xcel 2011 - File Cabinet 1
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Orono_Route_Permit_Application - Docket # W002/TL-11-223
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8/22/2023 4:26:47 PM
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9/27/2021 10:59:10 AM
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x Address Old
House Number
3960
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
3960 6th Avenue North
Document Type
Land Use
PIN
2911823330009
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oak. According to the Department of Soil Science, University of Minnesota, the subsection is <br />predominately characterized as cropland, pasture, upland forest and wetland (Dept. of Soil Science, <br />Univ. of Minnesota 1973, 1980b, 1981a). Croplands and pasture lands are more predominate to the <br />west of the Project than in the immediate area of the Project. Further, urban and rural residential <br />development account for the majority of lands near the Project to the east and south. <br />6.1.1 Topography <br />Unlike other portions of Minnesota, the Project location was not covered by the most recent <br />glaciations (i.e., 10,500 years before present) (Minnesota River Basin Data Center, 2010). However, <br />melt waters and glacial lakes associated with the last glacial advance contributed large volumes of <br />meltwater to rivers that cut deep valleys along the present course of the Minnesota, Crow, and lower <br />Mississippi Rivers located east, north and south of the Project. The Project is within a Big Woods <br />subsection, which contains broad level areas between hills with closed depressions containing lakes <br />and peat bogs. The surface water drainage network is young and undeveloped, and extensive areas <br />of wetlands are present. Drainage is often controlled by lake levels. Prior to settlement, the area <br />consisted of forest lands and wetlands. <br />Today the topography of the area is level to gently rolling and has been greatly altered from pre - <br />settlement times by residential development, roadways and interchanges, railroad and other man- <br />made features. In general, the elevation within the Project ranges from 964 feet above sea level in <br />wetland areas to 983 feet above sea level at the Orono Substation. <br />Mitigative Measures <br />The Project requires grading the area of the new substation site and storm water management to <br />accommodate the substation replacement (see Appendix B, Figure B-10). To mitigate this, the <br />preliminary design and site layout takes into account existing facilities, wetlands on the north and <br />east sides of the parcel, storm water runoff and management, and surrounding land uses. To the <br />extent possible, Xcel Energy will reuse the existing substation area and avoid wetlands at the site. <br />While the western portion of the site will require grading and a new storm water pond will be <br />installed at the northwest corner of the new substation area, the Project will not change the <br />character of the landscape of the surrounding area. <br />6.1.2 Geology and Soils <br />The Project site geology is composed of a gently rolling landscape and wetlands. The underlying <br />geology and topography has remained consistent over time. However, the surface topography and <br />natural drainage ways have been impacted by human settlement. Depth of bedrock varies from 100 <br />to 400 feet (Olsen and Mossler 1982) The Project Area is underlain by Cambrian sandstones. The <br />area north of US Highway 12 (Baker Park Reserve) has remained relatively undeveloped as have <br />many of the wetland complexes in the area. <br />Soils throughout the area are predominantly poorly drained hydric wetland soils that are derived <br />primarily from till. Based on the Soil Survey of Hennepin County (U.S. Department of Agriculture <br />("USDA"), 2000), the most predominant soils in the Project location include the following two soil <br />associations: <br />Orono Project June 7, 2011 <br />MPUC Docket No. E002/TL-11-223 39 <br />
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