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, <br /> (".'.1 -4 F EVERE } <br /> RE' , ::: FORF ,- <br /> Cobalt ile P.O.Box 82243 <br /> Kenmore,Washington 98028 <br /> Geosciences (206)331-1097 <br /> Permit#: PWW1804-003 <br /> Site Address: 3631 WETMORE AVE <br /> April 12, 2018 Owner: REID SECUNDUS LLC <br /> Tenant: <br /> Wayne Smith App.Date: 4/18/2018 <br /> Proposed Use: <br /> wavne@wavnesmithre.com Description: REBUILD RETAINING WALL AT PROPERTY <br /> UNE <br /> RE: Retaining Wall Design <br /> 3631 Wetmore Avenue 6� lie IS <br /> Everett, Washington ReviewedK <br /> 8y: /•, Date: <br /> Office Set Joh Site Set Fire/Planning Set <br /> Dear Mr.Smith <br /> In accordance with your authorization, Cobalt Geosciences, LLC (Cobalt) has prepared <br /> retaining wall designs for the property located at 3631 Wetmore Avenue in Everett, <br /> Washington. <br /> We understand that there was a concrete retaining wall along the south property line <br /> that was removed several years ago. Currently, there is a steep slope/cut covered with <br /> plastic in this area. Also, there is a concrete retaining wall along the east side of the <br /> property near an existing garage. This wall is outward leaning and there is a concrete <br /> paved parking area above the wall. <br /> Retaining Wall Location <br /> Along the south property line, a new modular block wall with geogrid reinforcement will <br /> face the existing slope cuts and will replace a set of concrete stairs and short section of <br /> failing concrete wall. The wall will be approximately 105 feet in length and range in <br /> height from under 4 feet at the southwest property corner up to about 8 feet near the <br /> existing garage. Figure 1 shows the approximate wall location and heights. <br /> General Wall Subgrade Preparation <br /> To prepare the wall areas for construction,all vegetation, organic surface soils, and other <br /> deleterious materials including any existing wall blocks/foundation systems. Organic <br /> topsoil will not be suitable for use as structural fill, but may be used for limited depths in <br /> non-structural areas. <br /> The native soils observed in the excavation appear firm and consist of medium dense, <br /> silty-sand with gravel (Glacial Till). These soils should be suitable to support the new wall <br /> system provided any loose soils and/or mud are removed prior to base placement. <br />