1623 ENGLAND AVE 2016-01-01 MF Import

� • 1 � / � top ot slope. Because of the presence of soft fill soils at these footing locadons, ft is recommended that these footings be supported by driven pipe piles (Pride, Inc. 3/26/02). 3. Th�propos�d method o/construcdon wlll reducs eroslon pot�nHal, landsl/de and seJsmlc hazard potsnNal, a�wlll lmprove or not advMsNy aHect the shb/1lfy of slopes. Based on site and geological evaluadon and inspection of the exisitng foundation system on the residence, constn�cdon of the proposEd improvements is feasible (Prlde, Inc. 3/26/02). It is recommended that Robert M. Pride, Inc. be retained to review portions of the conshuction prooess as decs�ibed in the geological report dated Maroh 26, 2002. 4. Ths proposal us�s consWction technlqws whfch minlmlz�dlsrupdon o/ ex►sHng topography snd natunl wy�hdon. Construction of the proposed garage should not disrupt the exsting topography and natural vegetation on ske. The area proposed tor construction has already been deared of natural vegetaUon. • Landscaping associated with many single family residences exists around the existing residence on site, as well as in the steep slope area. The topography of the land should not change since the structure will be located &9 feet irom top of bank. 5. The proposal!a conslshnf wlth the purposss snd provlslons o/thls Ordlnancs. The geotechnical report provides recommendations for development of the site. The remafning steep slope areas must be identified as an Environmentally Sensitive Area and a covenant,which identifles this area and restricts future alterallon or modiflcation must be recorded tor the property. 6. Ths proposal m!flgates all lmpacts ld�nHtlM!n th�p�otechnical rrport. De•relopment on site should be in accordance with the findings and recommendations contained in the geotechnical report prepared for the propoaed development on site by Robert M. Pride, Inc. 7. AI!uNlltles and aeeess roads or dNwways to and wlfhln tM slh b�loeat�d so as to requlre the minlmum amount oI modlilcadon to slopes, wpehdon or geologically hazardous areas. AII utilities and driveways are present on site and will not be changed with the consfruction of the proposed garage. DECISION: The City of Everett Planning Director hereby grants approval to modify the steep slope areas located at 5717 Cady Road, in order to aliow for a retaining wall on site, with the following conditions: 1. AI! work must comply with the Geotechnical and Geologic Report prepared by Robert M. Pride, Inc. dated March 26, 2002. 2. A building pertnit is required for the work proposed to be done on site. This work must meet the bullding code requlroments with regards to setbadcs from the slops. , /