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August 1, 2008 <br />File No. 087-4 <br />Peters Residence <br />Page 4 <br />The SCS mapping shows the immediate area to lie in the "Alderwood gravelly sandy loam, 15 <br />to 25 percent slopes, (mapping unit No. 3)" designation. Alderwood series soils form over <br />glacial till parent materials. Considering the geologic mapping and observed well drained sandy <br />character of the slope soils, an "Indianola loamy sand, 15 to 25 percent slopes, (mapping unit <br />No. 26) would be more appropriate. <br />Geologically Hazardous Areas <br />The City of Everett Critical Areas mapping was reviewed for the following hazard categories: <br />1) Landslide Hazards, (Critical Areas Map 2) <br />2) Erosion Hazards, (Critical Areas Map 3) <br />3) Liquefaction (Seismic) Hazards, (Critical Areas Ma) 4) <br />Landslide Hazard Areas <br />The USGS mapping shows no landslide activity in this virinity. The City of Everett landslide <br />hazard mapping shows the subject slope as a 'low landslide hazard" classification, (slopes < <br />25% in other geologic units). However, the measured slope height, declivity and material <br />composition fall within the "high landslide hazard" definition, (slopes > 40% in other geologic <br />units). <br />The property owner reports that no landsliding or slope wasting has occurred in the past 5 <br />years, and that the previous owners related no accounts of such activity. Furthermore, the <br />large mature trees on the slope indicate a long period of stability. The slope surface is uniform <br />and shows no surface features which would indicate a history of slide activity. The positions of <br />several large fir trees on the slope Oust below the top), indicate that no slope -top regression <br />has occurred over the past approximate 75 to 90 years. <br />The broken (stacked) concrete wall fronting the base of the slope shows no indication of <br />instability, and appears to be performing well. The slope appears to have maintained a 37 <br />degree (about 75%) surface over the past several decades. In the absence of hillside springs <br />or concentrated surface runoff, this slope configuration is considered to be at or below the <br />natural angle of repose for the dense, well drained slope core soils. <br />Erosion Hazards <br />The subject slope is shown to fall within a low erosion hazard mapping category, (City of <br />Everett Erosion Hazard - Critical Area Map 3). However, by virtue of the wording of the city <br />>,; ra <br />