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5131 DOGWOOD DR 2016-08-31
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5131 DOGWOOD DR 2016-08-31
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Last modified
8/31/2016 1:33:47 PM
Creation date
8/3/2016 10:28:07 AM
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Address Document
Street Name
DOGWOOD DR
Street Number
5131
Notes
GEOTECHNICAL & UNDERPINNING REPORT INCLUDED
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August 12, 2015 G-3945 <br /> Geotechnical Evaluation & Underpinning Engineering Page 2 <br /> 5131 Dogwood Drive, Everett <br /> Foundation settlement of up to about 1.5 inches has occurred along a portion of the east <br /> perimeter foundation wall. The footing of the east foundation wall was measured to be <br /> approximately 7.5 inches tall and 14 inches in width. The stem wall above the footing is 6 inches <br /> wide and 27.5 inches tall. <br /> Geology <br /> According to the area geologic maps, the site is mapped as Till (Qvt), described as a very <br /> compact non-sorted mixture of sand, silt, clay, gravel cobbles and boulders that was deposited <br /> directly by, and compacted by, glacial ice during the Fraser glaciation period that ended some <br /> 12,000 years ago. <br /> Subsurface Conditions <br /> The subsurface soil conditions were investigated with a hand auger boring and by probing with a <br /> 1/2-inch steel rod. The boring was located next to the east foundation wall in the middle portion <br /> of the wall. Soils next to the foundation had been removed down to approximately the base of <br /> the wall footing (the starting depth of the boring). The soils encountered in the boring consisted <br /> of loose brown sand mixed with some chunks of dark brown organic silty sand (fill) to a depth of <br /> about 2 feet below the footing. Below 2 feet, the soils encountered consisted of brown to <br /> oxidized red-brown sand with some gravel. A gravel lense was encountered at 2.2 feet below the <br /> footing and the boring was terminated due to gravel refusal. Soils below 2.2 feet were probed <br /> with a 1/2-inch diameter extendable probing rod and found to be loose to a depth of 6.0 feet <br /> below the bottom of the footing. Soils at 6.0 feet below the footing appeared to be dense based <br /> on probing. <br /> Based on the soil conditions encountered, the sand encountered at a depth of 2 feet below the <br /> footing is likely recessional outwash sand that was deposited in a low area as the glacier receded. <br /> The fill was likely placed during the initial site development to create a level building site. <br /> 1 Minard J. P., 1985, "Geologic Map of the Everett 7.5-Minute Quadrangle, Snohomish County, <br /> Washington," Dept. of the Interior, U.S. Geological Survey, Map MF-1748, Scale 1:24,000. <br /> GEO Group Northwest, Inc. <br />
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