1623 ENGLAND AVE 2016-01-01 MF Import

' ' � � 2. The proposal addresses the existing geological constrair's of the site, inGuding an assessment of soils and hydrology; and 3. The proposed method of construction will reduce erosion potential, landslide and seismic hazard potential, and will improve or not adversely aifect the stability of slopes; and 4. The proposal uses construction techniques which minimize disruption of existing topography and natural vegetation; and 5. The proposal is consistent with the purpases and provisions of this Ordlnanoe; and 6. The proposal mitigates all impacts identified in the geotechnical repoR; and ' • 7. All utiiities and acxess roads or driveways to and within the site be located so as ' to require the mfnimum amounl of modification to slopes, vegetation or geologically hazardous areas. The Planning Director's conclusions are as follows: 1. The proposed deve/opment wlll not create a hazard to the sub/eet prop�rty, surrounding propertfes or Nghts-o%way, erosJon or sedlmentatlon to o!r s1M prope►iles w 6odles o/water. There is an existing structure located where the proposed garage is to be constructed. The proposed garage would be approximately 8-9 feet from top of bank, which is further from top ot bank than the existing structure. The existing house foundatfons were ins,:scted for signs of settlement or difierential movemenl. Exterior walls of the house covered by cedar lap siding were in excellent condition, and there was no evidence of foundation distress. The retafning walls constructed for the shed which is located below the existing carport were noted as being in good condition (Pride, Inc. 3/26/02). The Ciry of Everett Board of Adjustment granted a variance for an 8 foot front setback from the south property line. The proposed structure should not negatively impact righls-of-ways, neighboring properties, or bodies of water. 2. The proposal addresses the exlsting geological consMalnts o/the s1M, inc/uding an assessment of solls and hydrology. This project was evaluated by a geotechnical consultant prior to construction. Two shallow excavations were made along the easterly side of lhe house. The site is underlain by Advanced Outwash (Qva) deposits consisting primarily of silty sands and graveis. These soils are exposed on the slopes below the residence, and they are generally moderately dense to dense where undisturbed. Some fill has been cast over the edge of the rear yard area which was retained by old railroad ties. Depth oF flll at the top of slope in the area of the proposed garage was eatimeted to range irom 5 to 8 feet (Pride, Inc. 3/26/02). . i Isolated footings for the garage are to be located within 8 or 9 feet of the easterly �