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1978-03-03 Septic System Desigh Report
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1978-03-03 Septic System Desigh Report
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Last modified
12/18/2025 1:31:10 PM
Creation date
12/18/2025 1:16:33 PM
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x Address Old
House Number
3067
Street Name
Farview
Street Type
Lane
Address
3067 Farview Lane
PIN
0411723330007
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11 <br />An Expansion of Soil Engineering Services, Inc. B M U B <br />ENGINEERING TESTING <br />I' O MIMMEAPOLIS/ST. PAUL SM S. County Rd. 18, P.O. Box 35109, Molt., Mn. 55435 / 612.941•S600 <br />O NORTHERN MINNESOTA 1 S A:OERS E, V"PnN. <br />3219 E. 19th AMnw, Hibbing, MN. 55)46 / 219�263�SS89 • v AN OEaSON, Vice Pip garenarw <br />O CENTRAL MINNESOTA 200 Omo Avenue No., St. Cloud, Mn. 56301 1612.253.9%0 C G aN USE I. E.. Nn P—. fnrnwrn, <br />11 <br />11 <br />11 <br />11 <br />11 <br />u <br />March 3, 1978 <br />B. J. Builders <br />16546 West 78th Street <br />Eden Prairie, MN 55343 <br />Attn: Ms. K. Ross <br />Re: 78-046 SOIL BORING & PERCOLATION <br />TESTS <br />Lot 5, Block 2, Farview Addtn. <br />Orono, Minnesota <br />Ms. Ross: <br />As you requested, we have recently conducted a soils investi- <br />gation consisting of one power auger boring and 12 percolation <br />tests, to determine the general soil and water conditions, and <br />to provide information relative to the soil absorptivity <br />rates. <br />The boring and percolation tests were taken at the locations <br />as shown on the attached sketch. Field locations were <br />determined by our crew, with reference to the staked property <br />corner. Surface elevations were referenced to a spike in a <br />large oak tree situated approximately 60 feet from the <br />northeast property corner. An elevation of 106.0 was given <br />for this bench mark. Initially, six percolation tests were <br />conducted on the lot on February 23, 1978. As 5 of the <br />initial tests indicated failing results, six additional <br />percolation tests were then conducted on February 28, as <br />requested. <br />INVESTIGATION METHODS: <br />The power auger boring was completed using a truck -mounted <br />power auger unit. The soil classifications and depth shown <br />on the attached log were inferred from the soils brought to <br />the surface by the continuous flight feature of the auger. <br />The depth of strata changes are, thus, considered approximate. <br />CONSULTING ENGINEERS/SOILS AND MATERIALS <br />Test Borings • Fuundation Engineering and Recommendations • Inspection of Construction . Material Testing of Sods. Concrete and Building Components <br />
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