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N.� ✓.= f�� •, � ` ��.4r ve � �f+i� - - 5y �-'° . L.�I1�"1 p��� I � f(� �' $!i'� 5 <br />� ' �,�.-,'fn n�l ��{� .TS 1 „qM x +y`�`f.� � ��"r� �f �'p <br /> S �`a� ;i'A f,� <br /> .i ". <br /> ��. � . ._ ..� �.. `?d <br /> i <br />� �. � � '. _. . . . � � . — .... Y. �. . .�.. __.. � . . . ..._ ._. .. <br /> � .,... .__.w_.x ..��i.� .. _.__ . _i�_. �. �. __ .. .. . . _ ___" ' _ i�'�� ��C� <br /> d k '-y" <br /> K +i <br />� ��.�. <br /> r ''� <br />>. . _. j <br /> ri) <br />� , `�. <br />€ _ shallow sloughing of surficial soils. However, there was no evidence on site � <br />�. , indicating a history of such sloughing. The potential for sloughing can be ;k.� <br /> b =,_ minimized by installation of proper drainage, maintaining vegetation on the slope ;" ` <br />` and keeping yard waste and other debris off the slope. The proposed alterations in <br /> _:!; the steep slope ar.d steep slope buffer areas on site should not create a hazard to <br /> � =�:�- the subject property or to surrounding properties both public and private. Wth <br />` �'�'�,.. proper erosior controi measures there should be no off-site erosion impacts. <br /> f ....� <br />�„:;, 2. The proposa/addresses fhe existing geological r.onstraints of the site, <br /> including an assessment of soils and hydrology. This project was evaluated <br /> by a geotechnical consuitant prior to construction. 7f:st pits were dug at four <br /> locations and dynamic cone penetrometer tests were: taken at two locations. The <br /> analysis evaluated subsuriace and hydrologic cond;;?ons, landslide erosion and <br /> seismic hazard potential for the site, and provided recommer�dations for <br /> construction appropriate for the site conditions. <br /> 3. The proposed method of construction will reduce erosion�otential, <br /> landslide and seismic hazard potential, and will improve ornot adversely <br /> af/ect the stability of slopes. Strict adherence to the recommendations r'"'' <br /> contained in the geotechnical report, including best management practices and <br /> erosion control measures, should insure minimai impacts on and off site. The � z�^ <br /> ` � ' geotechnical engineer should be retaineu to assure recommendation� in the � <br />��:r.�`.�:;;.;� j p <br /> .--�: report are properly adhered. i <br />� 4. The proposal uses construction techniques which minimize disruNiion of <br /> existing topography and natural vegetation. The house is sited on west end of <br /> the lot, closest to tfie point of access from the street, so as to minimize <br /> construction on sloped areas. The geotechnical report includes recommendations <br /> for construction of the residence and infrastructure. <br /> 5. The proposa!is consistent with the purposes and pravisions of this <br /> Ordinance. The geotechnical report provides recommendations for <br /> development of the site. <br /> 6. The proposal mitigates all impacts identified in the geotechnical repoR. <br /> Development on site shall be in accordance wilh the findings and <br /> recommendations contained in the geotechnical report �repared for the proposed <br /> •� development on site by Comerstone Geotechnical Inc. <br /> 7. A!l utilities and access roads or dr;,veways to and within the site be located <br /> so as to require ihe minimum amount of modification fo s/opes, vegetation <br /> or geological/y hazardous areas. Access is located off of Commercial Avenue. <br /> The building is located in such a manner as to minimize the amount of vehicle <br /> access and utility improvements on the slopes of the site. <br /> DECISION: i he City of Everett Planning Director hereby approves the request to modify <br /> the steep slope areas located to ailow for the construction of a new single family <br /> residence. This approval is subject to meeting the following conditions: <br /> 1. A Public Works Permit is required for this project. Detailed drawings in <br /> accordancP with City Design an� Constructicn Standards shall be submitted to the <br /> Public Works Department, showing site parking layout, iandscaping, utilities, <br />�:�;+ .. <br /> `�` <br /> s :•��.,�>- _ <br /> ..., si � `. 'e''- +.` ...'fRii <br /> � , <br /> ��i � �' ' ` � ���ti•tw J � i t ��} �� � °1K�.��i <br /> �' <br /> . .� d:t , r:-.. , .��'.0 �`'��z., �i+t��_ vob+.s:. .0 � � _:i. .�`f ° �. }� � t �1y� r �j <br />