1230 MADRONA AVE 2016-01-01 MF Import

In1'ormation for Devclouer: City of Cverelt records indicate the existence of a sewer stub +/- 85 fi. from sanitary sewer manhole to the west of the lot. The Planning Director approves the Steep Slope Modification Application in accordance �vith Sectiori 15.16.040 ofthe Everett Municipal Code (Review Process I). Review Process I applies to pem�it apF!ications which involve minor administrative and use decisions with a focus on code compliance verification. The subject applicalion has been reviewed administratively by the Planning Department Staff to determine cc�mpliance �vith tlie City's Zoning Code, Environmentally Sensitive Ordinance and otlier applicable ordinances and regulations. "�lic 1'lanning Director's conclusion in approving the proposed steep slope roodircatim� and construction of a singlc-family structure at ]230 Madrona Avenue arc as folluws: The proposed building oCa single fmiily residence will not create a hazard to the subject properiy, surrourd�ng properiies or rights-of-way. There will be no erosion or sedimentation to off site properties or bodies of water. The foundation of the proposed home shall serve as retention to the existing bank and all drainage sh�ll be tied to city storm water system. Additional vegetation shall be planted to aid in stabilizing the areas not built upon. 2. A geotechnical study was performed on the property on April 10, 2005. Two soil logs were perfomied to detemiine soil type and potential groundwatec The geotechnical engineer found the site to Ue feasible for the type of development proposed. ]t is also noted that no groundwater was found. The method of construclion will reduce the erosion polential, landslide and seismic hazard potential, and will not adversely affect the stability of the slope. Specific erosion control and site stabilization measures shall Ue implemented and �vork will be completed in tlie dryer months ofApril 1 to October 3151 . The thin layer of topsoil and imsuitaUlc weak soils will be completely slripped within tl�e building pad, driveway and areas supporting traffic or structural load. Silt fencing sliall be used during caistniction and all storm runoff shall be tied to city storni �vatcr systcm. d. The Proposed construction will entail techniques which minimize disruption of cxisting topography and natural vegetation. The exposed ground exceeding 15% grade wil] be benched «�ith verlical steps not exceeding fom• feet tall priar to placing structural fill. The vegetation cover over the site outside of consh-uction liiuits shall Ue nmintaincd to mitigate against potcntial erosion. �. 1'he proposed construction is consisteni with lhe purposes and provisions of the zoning code. All Uuilding selbacks and city design standards have been met. 6. The proposal mitigates all impacts identiGeJ in the geoteduiical report. All recommendations made by the geotechnical engineer must Ue followed. �j