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Report of Geotechnical Exploration <br />Animal Inn Pet Resort Additions; Lake Elmo, Minnesota <br />May 30, 2023 <br />AEA' Report No. P-0021413 <br />0 <br />11, NO 1 11 Mil! -- <br />IV IFFLEI-1111fle tile ar"Wilt Vt-e;k151lTTj# fill (flat llJdJ *Cs. <br />on our observations of the soil samples some of the of the excavated fill will be acceptable. <br />If the site does not contain enough suitable material and imported borrow fill is needed, <br />recommend using coarse granular material with no more than 12% of the particles (by weigh] <br />finer than the #200 sieve, and no more than 50% of the particles (by weight) passing the <br />sieve. Where feasible, suitable existing site materials may be used to supplement import <br />granular soils. <br />111TWO111M." Z" ZZ =11111 I <br />00 11ISMS#s # s #w # # # # ## # #MA M I I on F. OWITMO <br />minimum compaction level of 95% of the standard maximum dry Unit Weight. If encountered, <br />frozen soils should not be used as fill, and fill should not be placed over frozen soils. <br />Based on the conditions encountered, We recommend designing the building foundations based <br />on a net maximum alloWable soil bearing pressure of 3,000 pounds per square foot (psf). We <br />recommend perimeter foundations for heated building spaces be placed such that the bottoms <br />are a minimum of 4� inches below exterior grades. We recommend foundations for unheated <br />bearing capacity, We judge that total settlements under this loading should not exceed I inch. <br />We also judge that differential settlements of conditions depicted by the borings should not <br />exceed V2 inch. Differential settlements of Up to 1-inch can be expected between the existing <br />building and the new construction. <br />