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1977-05-16 Septic System Design Report
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1977-05-16 Septic System Design Report
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Last modified
12/18/2025 9:23:29 AM
Creation date
12/17/2025 4:18:17 PM
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x Address Old
House Number
3060
Street Name
Farview
Street Type
Lane
Address
3060 Farview Lane
PIN
0411723340014
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An Expansion of Soil Engineering Services, Inc. <br />MINNEAPOLIS/BT. PAUL MS. County Rd. 1 /, P.O. Belt 35108. MpIs., Mo. 55435 / 112•f41.51IN <br />NORTHERN MINNESOTA 3211E.1fMAwnoe, Hibbing, Mn.5574f /21f-213-f1N <br />' May 16, 1977 <br />BRAUR'" <br />ENGINEERING TESTING <br />J. 5. $RAU%F. E., hmidenr <br />F. X. AN OE RSON, Via- Ir-c opririom <br />C. 0. NRUSE F. E.. Viw Pr-c F*nowin/ <br />' Nitz, Inc. <br />1989 Fagerness Point Road <br />' Wayzata, Minnesota 55391 <br />Re: 77-199 SOIL BORING & PERCOLATION <br />TESTS <br />' Lot 4, Block 2 <br />Farview Addition <br />Orono, Minnesota <br />' Gentlemen: <br />As requested, we have recently conducted a soils investiga- <br />tion consisting of one pow( auger boring and 8 percolation <br />tests taken to determine V, general soil and groundwater <br />conditions, as well as to 2rovide information relative to <br />' the soil absorptivity rates. The boring and percolation <br />tests were taken at the locations as directed by you and as <br />shown on the attached sketch. Field locations were refer- <br />enced to the proposed house location. Surface elevations <br />were interpolated from the topographic site plan which had <br />been provided for our use previously. <br />' With the exception of percolation test P-5, all of the tests <br />resulted in percolation rates above the recommended limits. <br />You, therefore, indicated that additional percolation tests <br />I' be performed. Based on the results of the soil boring, it <br />was then rcommended by us that the additional percolation <br />tests be conducted further to the southwest of the proposed <br />' drainfi d are These additional tests were then conducted <br />on May 7/ and (8,,` 1977, at locations as indicated on the <br />attache sketch-. <br />' INVESTIGATION METHODS: <br />The power auger Loring was completed using a CME-45 truck <br />' mounted power auger unit. The soil classifications and <br />depths, as shown on the attached log, were inferred from the <br />soils brought to the surface by the continuous flight feature <br />of the auger. The depth of strata changes are, thus, considered <br />' somewhat approximate. <br />' CONSULTING ENGINEERS/SOILS AND MATERIALS <br />Fist Sonngs - Foundation Engineering and Recommendations - Inspection of Construction - Material Testing of Sods Concrete and Budding Components <br />
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