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6307 36TH AVE W Geotech Report 2025-07-29
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6307 36TH AVE W Geotech Report 2025-07-29
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7/29/2025 1:58:57 PM
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7/29/2025 1:57:31 PM
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Address Document
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36TH AVE W
Street Number
6307
Address Document Type
Geotech Report
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i <br /> I August 13,2008 <br /> Project No. T-6241 <br /> b. Those areas defined as medium risk of erosion in the Dames and Moore Methodology for the Inventory, <br /> Classification and Designation of Geologically Hazardous Areas, City of Everett, Washington: July 1, <br /> 1991, when they contain debris and mud flows, gullying or rifling, immature vegetation, or no <br /> vegetation: <br /> Slopes of 25 to 40 percent in other(not Qva or Qal)geologic units. <br /> The City of Everett Erosion Hazard, Critical Areas Map 3, dated March 2006,shows the eastern extreme portion <br /> of the site is within or adjacent a medium to high erosion hazard area. No site specific topographic information is <br /> available for our review; however, we estimate that the side slopes of the eastern portion of the site generally <br /> range from 25 to 40 percent and steeper in places. Based on our geologic data review and test pits excavated near <br /> the top of the slope, the slope is expected to be underlain primarily by Qva soils. Therefore, according to the <br /> criteria presented in item (a)(i) and (a)(ii) above, the east slope would be considered a high to very high/severe <br /> erosion hazards area. <br /> iWe did not observe indications of significant erosion at the site; however, the site soils will be susceptible to <br /> erosion when exposed during construction. The site plan provided to us indicates that the planned site <br /> I development will encroach no closer than 25 feet to the top of the on-site slope and the adjacent off site slope to <br /> the east. In our opinion, the potential for erosion at the site can be adequately mitigated with proper <br /> implementation and maintenance of Best Management Practices (BMPs) for erosion and sedimentation control. <br /> Erosion protection measures as required by the City of Everett will need to be in place prior to and during <br /> grading activity at the site. <br /> 4.2 Landslide Hazard <br /> Section 19.37.080(A)(1)of the EMC defines landslide hazard areas as: <br /> a. Those areas defined as high and very high/severe risk of landslide hazard in the Dames and Moore <br /> Methodology for the Inventory, Classification and Designation of Geologically Hazardous Areas, City of <br /> Everett,Washington: July 1, 1991: <br /> Very high/severe: slopes greater than 15 percent in the Qtb,Qw, and Qls geologic units and <br /> slopes greater than 15 percent with uncontrolled fill. <br /> ii. High: slopes greater than 40 percent in all other geologic units(not Qtb,Qw,and QIs or <br /> I uncontrolled fill). <br /> b. Those areas defined as medium risk of landslide hazard in the Dames and Moore Methodology for <br /> Inventory, Classification and Designation of Geologically Hazardous Areas,City of Everett,Washington: <br /> ' July 1, 1991, when combined with springs or seeps, immature vegetation,and/or no vegetation: <br /> i. Slopes less than 15 percent for Qtb, Qw, and Qls geologic units and uncontrolled fill. <br /> Iii. Slopes of 25 to 40 percent in all other geologic units. <br /> Page No.4 <br /> I <br />
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