Laserfiche WebLink
Geotechnical Engineering Evaluation NGA File No. 1322621 <br /> Clark Garage Slope February 4,2022 <br /> Everett,Washington Page 2 <br /> 1. Reviewing available soil and geologic maps of the area. <br /> 2. Visiting the site to reconnoiter surficial information as well as qualitatively assess existing <br /> slope stability conditions. <br /> 3. Exploring the subsurface soil and conditions on the slope within the site using hand-tool <br /> explorations, as necessary. <br /> 4. Providing our opinion on the presence of geological Environmentally Critical Areas on the <br /> site, as well as general recommendations for hazard mitigation, if applicable. <br /> 5. Providing general recommendations for drainage and erosion control. <br /> 6. Documenting the results of our findings, conclusions, and recommendations in a written <br /> geotechnical letter. <br /> SITE CONDITIONS <br /> Surface Conditions <br /> The property is roughly rectangular in shape and covers 0.22 acres in area. It is currently occupied by a <br /> single-family residence on the south-central portion. The site is bordered by a cul-de-sac of 74th Street <br /> SW to the south and residential properties on all other sides. The ground surface within the site forms a <br /> relatively level terrace on an otherwise gentle- to moderate east-facing slope but includes moderate- to <br /> steep east-facing slopes on the northeastern most corner, which descend toward neighboring properties <br /> eastward. The slope descends through the property from the west to the east at inclinations in the range <br /> of approximately 1 to 31 degrees (1.75 to 60 percent), as shown on Cross-Section A-A' in Figure 3. The <br /> top of the slope is supported by an approximately 3.0-foot-tall keystone retaining wall underlain by a <br /> rockery. Vegetation within the site consisted of grass yard areas while the steep slopes were more <br /> substantially vegetated with underbrush and scattered young to mature trees. We did not observe <br /> standing surface water throughout the site during our site visit on January 4, 2022. We also did not <br /> observe any groundwater seepage emitting from the site slopes or indications of deep-seated landslide <br /> activity or susceptibility during our site visit. <br /> Subsurface Conditions <br /> Geology: The geologic units for this site are shown on the Geologic Map of Everett 7.5 Minute <br /> Quadrangle, Snohomish County, Washington, by Minard, J.P. (USGS, 1985). The property is mapped as <br /> glacial till (Qvt). Glacial till can be described as an unsorted mixture of sand, silt, gravel, cobbles, and <br /> boulders deposited and compacted by an overriding glacier. Our explorations generally exposed surficial <br /> layers of topsoil and/or undocumented fill underlain by light brown, silty sand with varying amounts of <br /> gravel and cobbles which we interpreted to be consistent with the description of glacial till. <br /> NELSON GEOTECHNICAL ASSOCIATES, INC. <br />