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• Environmental Critical Areas Maps. <br /> • City of Everett GIS <br /> • Snohomish County GIS <br /> • Soil Survey Maps <br /> • Washington Geologic Hazards Explorer <br /> • Geologic Information Portal, USGS <br /> Landslides: Our review of available geologic maps and landslide hazard maps indicated that <br /> landslides had occurred in the close proximity of the site, and the site area in general is located <br /> within landslide hazard area as illustrated in Figure 5. Our site reconnaissance revealed the <br /> potential for shallow slope failures, shallow slumps, soil creep, or severe erosion at the site. At <br /> present, there are some visual signs of slope failures such as broken/cracked driveways, <br /> settlements, bent trees, leaning retaining walls, or significant settlements or movements in any <br /> existing structures related to landslide movement and/or soil creep or localized settlements. It is <br /> also possible that some of these features are related to utility leakage and/or global landslide <br /> instability impacting entire neighborhoods. Notwithstanding, a detailed global slope stability <br /> evaluation of the site and vicinity area was beyond our scope of services. Evaluation of ancient <br /> landslide analysis was beyond our scope of services. <br /> In general, any ancient landslide mass (If present) or landslide deposit (if present) or mapped <br /> geologic hazard areas are more likely to become unstable, relatively, compared to the areas that <br /> are not mapped as geologically hazardous. It is possible that there have been historic landslides, <br /> deep-seated landslides, or recently developed landslides (however inactive) present within or in <br /> the immediate vicinity of the site boundaries. Historically, for sites located within such critical <br /> slope areas, there is an inherent higher risk associated with future ground movement and <br /> associated structural distress. The owner/client should be aware of this inherent risk and should <br /> assume the entire risk. <br /> Considering the site topography, site geologic conditions, and current surface and subsurface <br /> conditions, it is our opinion that the immediate site and the vicinity area have some `inherent' risk <br /> associated with slope instability and structural impact from local slope movements. Moreover, <br /> historically, with construction in such areas, there is always an inherent risk associated with <br /> ground movement and/or settlements and related structural damage. The owner should <br /> understand these inherent risks. If the owner wants to better understand the risks and to eliminate <br /> the site-specific landslide hazard risks, then a detailed and comprehensive geotechnical <br /> evaluation including deep drilling, detailed slope stability modeling, and a detailed geologic <br /> hazards assessment (including global landslide hazards evaluation) should be performed to <br /> quantify the abovementioned risks and to provide detailed geotechnical design recommendations <br /> for comprehensive mitigation measures. Unless these recommended studies are performed, the <br /> Project No:0314-WA19 <br /> 5\ August 07,2019 <br /> Page No:-4-ef-2 <br />