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905 80TH ST SW MTORRES AMERICA 2018-09-18
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905 80TH ST SW MTORRES AMERICA 2018-09-18
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Last modified
9/18/2018 8:45:35 AM
Creation date
3/30/2018 2:31:54 PM
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Address Document
Street Name
80TH ST SW
Street Number
905
Tenant Name
MTORRES AMERICA
Notes
GEOTECHNICAL REPORT INCLUDED
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February 22,2016 <br /> Project No. T-7364 <br /> 3.2 Soils <br /> The site soils are weathered and unweathered glacial till deposits comprised primarily of silty sand with varying <br /> amounts of gravel: The unweathered till is dense to very dense and moist, and was typically observed below <br /> depths of about five to seven feet. The overlying weathered till is generally medium dense to dense,moist to wet, <br /> and mottled. We observed approximately 2.5 feet of fill consisting of loose silty sand with gravel in Test Pit TP <br /> - <br /> 5 in the northwestern portion of the site. <br /> The Geologic map of the Everett 7.5-minute quadrangle, Snohomish County, Washington, by J.P. Minard(1985) <br /> shows the vast majority of the site mapped as Vashon till (Qvt), which is consistent with the soils observed in the <br /> test pits. The lower northern portion of the site is mapped as Vashon advance outwash (Qva). We did not <br /> observe soils consistent with outwash deposits in any of the test pits. <br /> The preceding,discussion is intended to be a brief review of the soil conditions observed in the site explorations. <br /> Detailed descriptions are presented on the Test Pit Logs attached in Appendix A. <br /> 33 Groundwater <br /> We observed groundwater seepage in all five of the test pits excavated at the site. The observed seepage was <br /> generally light and was perched above the dense to very dense till between depths,of about one and five feet. <br /> The occurrence of shallow perched groundwater is typical for sites underlain by till and till-like soils: We expect <br /> that perched groundwater levels and flow rates will fluctuate seasonally with the highest levels occurring during <br /> and shortly following the wet winter months(October through May). <br /> 3.4 Geologic Hazards <br /> We evaluated site conditions for the presence of geologic hazards as designated in the Everett Municipal Code <br /> (EMC). Chapter 37.080 (Geologically hazardous areas) of the EMC defines geologically hazardous areas as <br /> erosion hazard areas,landslide hazard areas,and seismic hazard areas. <br /> 3.4.1 Erosion Hazard Areas <br /> Chapter 37.080.3 of the EMC defines erosion hazard areas as follows: <br /> a. Those areas defined as high and very high/severe risk of erosion in the Dames and Moore Methodology for <br /> the Inventory,Classification and Designation of Geologically Hazardous Areas,City of Everett,Washington: <br /> July 1, 1991: <br /> i. High erosion hazard areas include slopes of 25 to 40 percent in Qva and Qal geologic units; and <br /> slopes of greater than 40 percent in other(not Qva or Qal)geologic units. <br /> Very high/severe erosion hazard areas include slopes of greater than 40 percent in Qva and Qal <br /> geologic units. <br /> Page No.3 <br />
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