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Report of Geotechnical Exploration <br />Animal Inn Pet Resort Additions; Lake Elmo, Minnesota AAMSRICAN <br />May 30, 2023 <br />AET Report No, P-0021413 <br />We anticipated concrete floor slabs will be supported on newly placed and compacted site fill. <br />We recommend compacting backfill beneath floor slabs to at least 95% Standard Proctor <br />maximum dry density. For design of concrete floor stabs supported by the compacted fill, we <br />A♦N • at <br />ImIlro <br />differential frost heave may be expected at sidewalks, stoops, or other similar structures that are <br />directly supported by these fine grained, slow -draining soils. This could contribute to ponding <br />surface water, tripping hazards, cracks, and other damage. A method to limit the potential for <br />401 ; R wit' I <br />We assume that exterior Utilities will be constructed at depths of approximately 4 to 8 feet below <br />final grades. The on -site inorganic fill and till soils are anticipated to provide adequate support <br />for the new utilities. If silty or gravelly soils are present at the utility trench bottom, a 4-inch thick <br />•M <br />