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0875 Wayzata Boulevard West - 35-118-23-44-0011
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Geotechnical Evaluation Report
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Last modified
8/22/2023 4:59:54 PM
Creation date
1/6/2020 10:11:57 AM
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x Address Old
House Number
875
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
875 Wayzata Boulevard West
Document Type
Misc
PIN
3511823440011
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Kraus-Anderson Realty Company <br /> Project BL-11-01014 <br /> March 18,2011 <br /> Page 4 <br /> the complex glacial and post-glacial depositional environments,geologic origins can be difficult to <br /> ascertain. A detailed investigation of the geologic history of the site was not performed. <br /> B.2. Geologic Profile <br /> B.2.a. Surface <br /> A surficial layer of topsoil approximately 1 foot in thickness was encountered at each of the recent boring <br /> locations with the exception of Borings ST-102 and ST-104 at the time of this exploration.The topsoil <br /> encountered was typically composed of silty sands and clays with varying organic content. <br /> B.2.b. Fill Material <br /> Beneath the surficial topsoil or at the surface in Borings ST-102,ST-104,ST-105 and ST-107, fill material <br /> was encountered to depths ranging from approximately 4 to 10 feet below existing grades. The fill <br /> material encountered generally consisted of clays, silty sands,and clayey sands containing varying <br /> quantities of gravel.The N-values of the SPT were used to determine the consistency or relative density <br /> of subsurface soils.The SPT N-values in the fill material ranged from 6 to 15 blows per foot (BPF). <br /> B.2.c. Swamp Deposits <br /> Beneath fill material in Borings ST-104 and ST-105, swamp deposited soils were encountered to depths <br /> ranging from approximately 15 to 19 feet below existing grades.The swamp deposits encountered <br /> generally consisted of organic clays(USCS—OL) and organic silty sands(USCS—SM) containing varying <br /> quantities of organic matter and trace gravel.The SPT N-values in the swamp deposits ranged from 1 to <br /> 4 blows per foot(BPF) indicating very loose or soft to rather soft conditions. <br /> B.2.d. Glacial Deposits <br /> Beneath the topsoil in Borings ST-101, ST-103, and ST-106, and beneath fill material in Borings ST-102 <br /> and ST-107, and beneath swamp deposits in Borings ST-104 and ST-105,glacially deposited soils were <br /> encountered to the planned boring termination depth ranging from approximately 15 to 25 feet below <br /> existing grades.The glacial deposits encountered were a mixture of till and outwash soils.The till soils <br /> were typically composed of sandy lean clays(USCS—CL)and silts(USCS—ML)while the outwash soils <br /> were typically granular in nature composed of poorly-graded sands(USCS—SP). Much of the glacial <br /> deposits contained varying quantities of gravel.The moisture contents of selected samples of the glacial <br /> soil samples ranged from 19 to 25 percent indicating these soils are likely wetter than their optimum <br /> moisture content. <br /> BRAUN <br /> INTERTEC <br />
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