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4800 DOGWOOD DR Geotech Report 2022-10-25
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4800 DOGWOOD DR Geotech Report 2022-10-25
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10/25/2022 1:46:33 PM
Creation date
7/12/2021 2:14:06 PM
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Address Document
Street Name
DOGWOOD DR
Street Number
4800
Address Document Type
Geotech Report
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Subsurface Exploration, Geologic Hazards, <br />View Ridge Community Church Addition and Geotechnical Engineering Report <br />Everett, Washington Project and Site Conditions <br />applications. At the time of exploration, we interpreted the existing fill to be near to over the <br />optimum moisture content for compaction. <br />Vashon Advance Outwash <br />The boring encountered sediments interpreted as advance outwash beneath the existing fill. <br />The upper portions, considered the weathered advance outwash, consisted of loose to medium <br />dense, gray brown with orange -brown staining, SAND to silty SAND. The fines content and <br />oxidation level of the advance outwash decreased with depth, while the density increased. The <br />unweathered portion of the advance outwash consisted of a medium dense to very dense, gray, <br />SAND. The Vashon advance outwash was deposited by meltwater streams that emanated from <br />the advancing glacial ice and overridden during the latter portion of the Vashon Stade of the <br />Fraser Glaciation. Advance outwash soils are considered suitable for light foundation loads, <br />provided it has not been disturbed. The typically low silt content allows the advance outwash <br />sands to be reused as structural fill. <br />Published Geologic Map <br />Our interpretations of subsurface conditions on site are generally consistent with a published <br />geologic map of the area, as represented by the Geologic Map of the Everett 7.5' Quadrangle, <br />Snohomish County, Washington, by James P. Minard (1985). The referenced map indicates that <br />the project area is expected to be underlain at shallow depths by Vashon lodgement till with <br />Vashon advance outwash contacts nearby to the east and west. Our interpretation of advance <br />outwash at the project site is in general agreement with the published geologic mapping of the <br />site and vicinity. <br />4.2 Hydrology <br />Ground water seepage was encountered at the time of drilling in July 2016 from a depth of <br />5 feet to the bottom of the boring, 21.5 feet. It should be noted that the occurrence, duration, <br />quantity, and level of ground water seepage may vary in response to such factors as changes in <br />season, precipitation, and on- and off -site land use. <br />August 29, 2016 ASSOCIATED EARTH SCIENCES, INC. <br />SKC/Id-KE160351A2-Pro%ectSJ20160351JKEJWP Page 4 <br />
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