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2324 HILLSIDE LN 2016-01-01 MF Import
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2324 HILLSIDE LN 2016-01-01 MF Import
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Last modified
4/27/2017 7:52:10 PM
Creation date
2/20/2017 9:46:48 AM
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Address Document
Street Name
HILLSIDE LN
Street Number
2324
Imported From Microfiche
Yes
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( <br />February 14, 2007 <br />ES-0742 <br />Greg 8 Stephanie Lineberry <br />2625 Colby Avenue, Suite 3301 <br />Everett, Washington 98203 <br />Subject: Geotechnical Summary <br />Steep Slope Assessment <br />232x Hillside Lane <br />Everett, Washington <br />Dear Mr. and Mrs. Lineberry: <br />Earth <br />� Solutions <br />NW��� <br />Earth Solutions NW ��c <br />• Geotechnical Engineering <br />• Conslruction Monituring <br />• Environmenlal Science5 <br />CO�OS-d�S <br />In accordanc� with your request, we are pleased to present this Ietter summarizing the results <br />of the site reconnaissance we recently conducted for the subject project. An ESNW <br />representative visited the site on January 12, 2007 to observe existing surface conditions and <br />discuss project details with the client. The purpose of our services was to review the proposed <br />single family residence design with respect to the Environmentally Sensitive Area (ESA) as <br />defined by the City of Everett Municipal Code, Section 37.080. We understand based on an <br />email sent by the client on December 29, 2006 that as the City of Everett has identified the site <br />as situated in an ESA a letter prepared by a qualified professional engineer will be required <br />prior to permit issuance. <br />PROJECT DESCRIPTION <br />The subject site is located along the south side of Hillside Lane in Everett, Washington, and <br />consists of vacant parcel that is located near the top cf a steep slope descending to the east. <br />The subject site was recently created by subdividing an existing residential property. We <br />uiiderstand a single family residence will be constructed at the site. We also understand the <br />property owner wishes to reduce the minimum buffer setback from the top of descending siope <br />to accommodate the new residential structure. <br />Surface Conditions <br />ESNW was onsite on January 12, 2007 to conduct a visual slope reconnaissance. Our slope <br />reconnaissance consisted of visual slope observations looking for evidence of past slope <br />failures including, slumping, sloughing, or landslides. <br />_'!SlSI U2nd �A�enur NI: • h�vlinond. AAb19:4o5: • 1•i25) 2ti4- 42U0 • 14\S 1d251 28�1-2tl55 • Tull Frcc 18fifil 336-8710 �� <br />
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