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An Expansion of Soil Engineering Services, Inc. <br />MINNEA►OUS/ST. ►AUL M S. Cewny Ad.1S. P.D. An 38105. Mph- Mo. $5425 / 112-141.5600 <br />NORTHERN MINNESOTA 7219 E. IN Aveew, MiNiq. Me. 55746 / 210-263-88E1 <br />August 16, 1976 <br />Johnson & Peterson, Inc. <br />18104 Minnetonka Blvd. <br />Wayzata, MIX 55391 <br />Attn: Mr. Terry Johnson <br />Mr. Johnson: <br />E117JUT00- <br />ENGINEERING TESTING <br />1 L MMN P.1. Aiw4w <br />r. aw A1e1a. On AM <br />Q L KAIAI P.1. Vin Aft fowmw y <br />& a 119WIY V. 1. vb Am rwl.y <br />19OR/NG <br />Z-0jr- / AL. Z- <br />F-A-A-VIE-ZAJ <br />Re: 76-301. PRELIMINARY SOIL BORINGS $ <br />PERCOLATION TESTS <br />Fairview (County Road 84) <br />Orono, Minnesota <br />As requested, we have recently conducted a preliminary soils <br />investigation consisting of 8 power auger borings and 6 <br />percolation tests. The borings were taken to determine the <br />general soil and water conditions over the above referenced <br />subdivision. The percolation tests were conducted to provide <br />preliminary information relative to the soil absorptivity <br />rates. The borings and percolation tests were taken at the <br />locations shown on the attached sketch. Field locations <br />were determined by topographical features shown on the <br />topographical survey provided by you. Surface elevations <br />were interpolated from the contour elevations shown on this <br />survey. <br />Investigation Methods: <br />The power auger borings were completed using a 04E-45 truck - <br />mounted power auger unit. The soil classifications and <br />depths as shown on the attached Logs were inferred from the <br />soils brought to the surface by the continous flight feature <br />of the auger. The depth of strata changes is thus considered <br />approximate. <br />Pf1M�111 TIMI: r%ormiitA!/4tnll[ •wn waTi N1111' <br />