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Agenda - Council - 04/25/2017
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Agenda - Council - 04/25/2017
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3/17/2025 3:32:02 PM
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4/25/2017 2:48:22 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
04/25/2017
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CITY OF RAMSEY LAND USE APPLICATION <br /> TECHNICAL REVIEW FILE <br /> DATE MARCH PROJECT ADDRESS WEST OF GERMANIUM <br /> 22,2017 STREET, NORTH OF 172ND <br /> LANE(NEW) <br /> PROJECT.TITLE COVENANT MEADOWS <br /> ESCROW# 115528 <br /> DEPARTMENT: Engineering <br /> Name: Leonard Linton <br /> TECHNICAL Phone: 763 433-9834 <br /> Email: llintonkci.ramsey.mn.us <br /> REVIEWER: <br /> The Engineering Department offers the following comments regarding the Geotechnical <br /> Exploration and Engineering Review prepared for Thomsen Single Family Development dated <br /> February 10, 2017 and the Soil Boring Test Reports dated February 9, 2017. <br /> The Geotechnical Exploration and Engineering Review was prepared by Northern Technologies, <br /> LLC (NTI), and consists of 6 boring logs (nominally drilled to 16 feet), a location diagram, and <br /> the geotechnical review and recommendations based on the interpretation of the boring logs. <br /> The Soil Boring Test Reports were prepared by Tradewell Soil Testing and consist of 12 pages of <br /> boring logs nominally drilled to 77 inches. This report did not include a map showing locations of <br /> the borings or a memo with the summary of the results and recommendations. <br /> Observations <br /> The NTI borings were placed as follows, borings 1, 2, 3 and 5 were placed in the proposed right- <br /> of-way. Borings 4 was placed in a proposed ponding area and boring 6 was placed in greenspace <br /> that previously was planned for a ponding area. All of the logs noted frost extended to 2 feet below <br /> grade. <br /> Boring 1 encountered sandy lean clay extending from the surface to 7 feet below grade. The soils <br /> to 14 feet were poorly graded sands with silt. The boring terminated at 15 feet in clayey sand. <br /> There are proposed ponding/infiltration areas on either side of the road adjacent to this boring. <br /> Borings 2, 3 and 5 found poorly graded sand or poorly graded sand with silt to a depth of 6 to 10 <br /> feet. <br />
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