Laserfiche WebLink
An Expansion of Soil Engineering Services, Inc <br />MINNEAPOLIS/ST. PAUL 6800 S. County Rd. It. P.D. Bon 35104. MPIE.. Mn. 55435 / 812-541-S600 <br />NORTHERN MINNESOTA 3211 E. lath Avenue. Hibbing. Mn. 55141 / 218.263-9861 <br />August 16, 1976 <br />Johnson $ Peterson, Inc. <br />18104 Minnetonka Blvd. <br />Wayzata, M1X 55391 <br />Attn: Mr. Terry Johnson <br />Mr. Johnson: <br />ENGINEERING TESTING <br />L e. eRAUR 0. C. Am dPw <br />r.ILAMRERWR. vim Ara Qi+r.rr <br />C l [RUSE 0. E.. Ncr Pw Fnpwr. V <br />e. R. YDRANAR �. E . Nor Ava 7rnry <br />G oT / 2- $ L.. / -Fi41e, ✓/& 60 <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 5 <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 CME-45 truck - <br />mounted poker 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 />rn%%111T1Nn rNr.INrfnS1so1iS ANn MATrg1AsC <br />