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#07 - Animal Inn CUP and Variance
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#07 - Animal Inn CUP and Variance
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8/4/2025 4:37:53 PM
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Report of Geotechnicai Exploration <br />Animal Inn Pet Resort Additions; Lake Elmo, Minnesota <br />AMERCANMay 30, 2023 <br />AET Report No. P-0021413 <br />T <br />of I ys and very loose silty sands. This w surface vegetation, topsoil, surficial site fill, soft cla , <br />expose the competent underlying natural soil deposits which will support the anticipateq* <br />structural loads. The minimum excavation required to reach the observed natural soil deposito- <br />at each boring location is summarized it! Table 6.�.!. Please see the boring logs in Appendix <br />for details. I <br />.............. <br />Approximate <br />Surface Elevation Excavation Depth <br />Boring Location Excavation Elevation <br />a�i <br />(ft) (ft) <br />953. 948 <br />946 <br />963.8 i <br />i51/2 <br />954.2 <br />to new fill placement or footing construction. <br />Where the excavation extends below foundation grades� the excavation bottom and resultant <br />structural fill system must be oversized laterally beyond the planned outside edges of the <br />foundations to properly support the loads exerted by that foundation. This excavation/structural <br />grade at that location (i.e., 1-1 lateral oversize). The deepest anticipated subcut and soil <br />correction is in the area of Boring B-5, where the excavation will need to extend approximately <br />four feet beyond the anticipated footing depth. <br />Where excavations extend below planned foundation grades, structural fill will be n»» # o <br />attain bottom -of -footing elevation. We judge the existing sandy and gravelly fill soi s to <br />
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