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2202 100TH ST SW Geotech Report 2022-10-25
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2202 100TH ST SW Geotech Report 2022-10-25
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10/25/2022 2:12:20 PM
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8/25/2022 4:23:50 PM
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Address Document
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100TH ST SW
Street Number
2202
Address Document Type
Geotech Report
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Subsurface Exploration, Geologic Hazard,and <br /> Stephens Everett Property Preliminary Geotechnical Engineering Report <br /> Everett, Washington Project and Site Conditions <br /> extent. Vashon recessional outwash sediments are suitable to support foundation loads when <br /> in a medium dense condition and prepared as recommended in this report. <br /> Vashon Lodgement Till <br /> All of our explorations typically encountered moist to very moist, medium dense grading to <br /> dense, silty to very silty sand with variable gravel and occasional cobbles ranging to sandy silt <br /> with trace to some gravel, interpreted as Vashon lodgement till. Lodgement till encountered in <br /> our exploration pits extended beyond the maximum depth explored of 17 feet below existing <br /> ground surface. Lodgement till was deposited at the base of an active ice sheet and was <br /> subsequently compacted by the weight of the overlying glacial ice. Lodgement till typically <br /> possesses high-strength and low-compressibility attributes that are favorable for support of <br /> foundations, floor slabs, and paving with proper preparation. Lodgement till is silty and <br /> moisture-sensitive. In the presence of moisture contents above the optimum moisture content <br /> for compaction purposes, lodgement till can be easily disturbed by vehicles and earthwork <br /> equipment. Careful management of moisture-sensitive soils, as recommended in this report, <br /> will be needed to reduce the potential for disturbance of wet lodgement till soils and costs <br /> associated with repairing disturbed soils. Reuse of lodgement till in structural fill applications <br /> will require drying to within 1 to 2 percent of optimum moisture content during dry site and <br /> weather conditions. Vashon lodgement till is generally considered unsuitable for infiltration of <br /> stormwater runoff due to its high fine-grained content and low permeability. <br /> 4.2 Hydrology <br /> Groundwater <br /> Shallow groundwater at the project site is expected to be present in three zones: a perched <br /> groundwater interval in the weathered soil horizon above glacial till (interflow), the thin, <br /> recessional outwash deposits, and within sandier portions of the lodgement till. It should be <br /> noted that the depth to groundwater and duration or quantity of seepage can vary in response <br /> to changes in weather, season, changes in land use, and other factors. <br /> • Interflow: Shallow groundwater seepage encountered in the weathered till sediments <br /> in exploration EP-3 was interpreted as perched groundwater consistent with interflow. <br /> Interflow groundwater occurs when rain or surface water infiltrates through upper, <br /> looser, and more-permeable soils, such as topsoil and the weathered native till <br /> sediments, and becomes trapped on top of or in the upper portions of the <br /> less-permeable soils, such as the unweathered glacial till. <br /> • Perched water in the recessional outwash: Groundwater was observed perched on top <br /> of the lodgement till, near the bottom of the recessional outwash sediments in areas of <br /> March 29,2019 ASSOCIATED EARTH SCIENCES,INC. <br /> TG/ms-180567E001-2-Pro/ects‘20180567\KE\WP Page 5 <br />
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