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6.6. SR 08-19-2002
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6.6. SR 08-19-2002
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1/21/2008 8:31:54 AM
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9/24/2002 3:58:53 PM
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8/19/2002
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GEOTECHNICAL EXPLORATION AND REVIEW <br />FOR <br /> RESIDENTIAL ADDITION <br /> TWIN LAKES ROAD <br /> ELK RIVER, MINNESOTA <br /> <br />AET #20-02044 <br /> <br />SUMMARY <br /> <br />Purpose <br />You are proposing a new residential development at a site in Elk River, Minnesota. The purpose <br />of our work on this project is to perform an exploration of subsurface conditions and provide <br />geotechnical engineering recommendations to assist you and the project team in planning and <br />consa'uction. <br /> <br />Scope <br /> <br />To accomplish the above purpose, you have authorized our firm to drill fourteen test borings at <br />the site, conduct laboratory testing, and prepare this geotechnical engineering report. <br /> <br />Findings <br />The borings indicate a general soil profile consisting of topsoil or swamp deposits over naturally <br />deposited alluvial and till soils. Ground water was present at nine of the borings at the time of <br />drilling at depths ranging from about 0.3' to 6.5' below the ground surface. Perched water may <br />at times be present where free draining sands are underlain by, or interlayered within, alluvial <br />clays or tills. <br /> <br />Recommendations <br />These recommendations are condensed for your convenience. Study our entire report for detailed <br />recommendations. <br /> <br />The proposed buildings can be supported by conventional spread footings after soil <br />correction. Foundations for the structures should be designed for an allowable soil bearing <br />pressure of 2,000 pounds per square foot. <br />Soil correction should include removing existing topsoil or swamp deposits and the near <br />surface very soft to soft or very loose (N-value less than 5 bpf) f'me alluvium or mixed <br />alluvium, and placing and compacting new fill to establish final grades. <br />If the site soils are to be used as compacted fill, some of the site soils may have to be <br />mechanically dried in order to reduce water contents to obtain proper compaction. <br /> <br /> <br />
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