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V(e: it::-\ – ?)— son exrxoRatIon <br /> • conwtv <br /> 662 CROMWELL AVENUE <br /> ,,,f'"".,_, <br /> ,- w" ST. PAUL, MN 55114 <br /> , rymn .-. PHONE 612/645-6446 <br /> a sister corporation to TWIN CITY TESTING AND ENGINEERING LABORATORY INC. <br /> June 12, 1984 <br /> City of Moundsview <br /> �\3141576p1, <br /> 2401 Highway 10 �'\' <br /> Moundsview, Minnesota 55112 �0 �'., `r' <br /> Q OFFICERS: <br /> Attn: Steve Thacker co vicey eir 1-.7,,,,1" CHARLES W. BRITZIUS <br /> "Sr chairman of the board <br /> Re: Proposed Tennis Courts Q 0Uy �� NORMAN E. HENNING <br /> ,,, president <br /> Groveland Park -sr 1,„, ROBERT F.WITTMAN <br /> dent <br /> Moundsview, Minnesota �� �Y 21_, executiCLINTON Rve vice . <br /> #120-11987 11E006Z� L secretary/treasurer <br /> HOME OFFICE: <br /> It is planned to construct a tennis court at Groveland Park ST. PAUL, MN <br /> near Ardan Avenue and Groveland Road in Moundsview, Minnesota. OFFICES IN: <br /> We have been requested to classify samples taken at this <br /> 111/1 <br /> site by the city and to provide recommendations for subgrade MANKATO, MN <br /> ROCHESTER, MN <br /> preparation for the tennis court. Our work was performed WAITEPARK, MN <br /> in accordance with your verbal authorization on May 24, 1984. <br /> Attached are copies of the boring logs and a sketch showing <br /> the locations that were furnished to us by you. These borings <br /> indicate a typical profile consists of fill and/or organic <br /> soil overlying sand. Water was encountered at a depth of <br /> 22' to 32' . Two samples from boring 1 and three samples <br /> from boring 2 were delivered to our laboratory for classifica- <br /> tion. The samples were visually and manually classified <br /> in accordance with ASTM: D 2488-69. A chart illustrating <br /> the soil classification procedure is attached. <br /> The eight samples were classified as follows: <br /> Boring No; Sample Depth Classification <br /> 1 1 ' -3' ORGANIC CLAYEY SAND, black <br /> (SC-OL) <br /> 1 3' -8' SAND, fine grained, grayish <br /> brown, waterbearing (SP-SM) <br /> 111/1 <br /> 2 0' -14' FILL mostly SILTY SAND,black <br /> and dark brown <br /> 2 14' -3' ORGANIC CLAYEY SAND, black <br /> (SC-OL) <br /> AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENT <br /> AN EQUAL OPPORTUNITY EMPLOYER <br />