Laserfiche WebLink
An Expansion of Soil Engineering Services, Inc. J \ <br />ENGINEERING TESTING <br />MINNEAPOEIS/ST. PAUE UN S. Corntr Rd.11. P.O. BOX 35101. Molt,. MO. $54351012•941.5600 <br />NORTHERN MINNESOTA 3211 E.11th Avenue. Hi11iA1. Mo. $57441211.263•I141 <br />L t MAIIN F. 1.. F <br />Pbag* <br />P. ILAmason. uw Aw ar..r.. <br />& • AAIAt P. I.. Vks Ara LV w. 9 <br />a L we"NM ►.1, Nr AWL rAWq <br />August 16, 1976 <br />Let- 3 �_ zbcg. 3 <br />Johnson & Peterson, Inc. <br />18104 Minnetonka Blvd. <br />Wayzata, MIN 55391 <br />Attn: Mr. Terry Johnson <br />Mr. Johnson: <br />�h-,e ✓/ EW <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 dete-mined 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 CME-4S 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 />C(HOVNTING FNA1NFFNQJ90111 AND MATFNIU! <br />