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12-18-86 Agenda & Packet
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12-18-86 Agenda & Packet
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1 • <br /> o twin e11Ne testing <br /> corporation <br /> • 662 CROMWELL AVENUE <br /> ST. PAUL, MN 55114 <br /> PHONE 612/645-3601 <br /> December 9, 1986 <br /> The City of Mounds View <br /> 2401 Highway 10 <br /> Mounds View, Minnesota 55112 <br /> Attn: Mary Saarion <br /> Subj: Tennis Courts <br /> Groveland Park <br /> Mounds View, Minnesota <br /> #4131 87-0126 <br /> This letter concerns our observations of soil conditions at the <br /> Groveland Park tennis court site in Mounds View, Minnesota. Our work <br /> was requested by Fred Haas, of Mary Anderson Construction on October <br /> 27, 1986. The scope of work we were requested to perform consisted of <br /> the following: <br /> 1. Observe the completed mass excavation for the proposed <br /> • tennis courts. <br /> 2. Perform shallow hand auger borings to explore localized <br /> subsurface soil conditions. <br /> 3. Judge whether the exposed soils are suitable for support <br /> of the proposed tennis court fill/surfacing system. <br /> 4. Perform a mechanical analysis of an on-site soil sample <br /> and provide a judgment whether the fill would be adequate <br /> for placement below the tennis court. <br /> It is our understanding the construction in progress is for a tennis <br /> court to be located at the northeast corner of the intersection at <br /> Groveland Road and Arden Avenue in Mounds View, Minnesota. The court <br /> is to be approximately 110' x 110' in plan dimension with top of slab <br /> elevation approximately at the existing grade. <br /> According to preliminary soil boring report (#120-11987) performed by <br /> us, the report recommended removing the compressible organic and highly <br /> frost susceptible soils from within the tennis court area. This would <br /> include removing a minimum 5' oversize beyond the edge of the court. <br /> After the unsuitable soils have been removed, the report recommended <br /> placing a controlled compacted granular fill to subgrade elevation. In <br /> addition, the report recommended that the fill be a non-frost <br /> • susceptible sand fill having less than 50% passing the #40 sieve and <br /> AN EQUAL OPPORTUNITY EMPLOYER <br />
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