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3105 PINE ST 2018-01-01 MF Import
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3105 PINE ST 2018-01-01 MF Import
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Last modified
12/20/2018 11:53:50 AM
Creation date
2/24/2017 3:18:04 PM
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Address Document
Street Name
PINE ST
Street Number
3105
Imported From Microfiche
Yes
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• <br /> Ear <br /> � - C,a�su , <br /> � Inc. � ► <br /> �- Geotechnical Engineering and Geology <br /> 1805-136th Place N.E.,Suite 101,Bellevue,Washington 98005 <br /> Phone: (2061643-3780/Seattle (206)464-1584 <br /> �� <br /> � October 20, 1980 E-1201-1 <br /> Voth Brothers Construction, Inc. <br /> 1 1310 - 116th Avenue N. E., Suite 1 � ��§ „ <br /> 8ellevuer hlashington 98004 „ <br /> Attention: Mr. Tom Reese �� <br /> Subject: Geotechnical Engineering Study ; A�� <br /> • Hotel and Convention Center , �.,,-��, <br /> Pine Street and Pacific Avenue <br /> � Everett, Washington <br /> i � <br /> Reference: Earth Consultants, Inc. <br /> � � Report dated April 1, 1980 <br /> for Project 1201 <br /> i � <br /> � . Gentlemen: <br /> � � In accordance with your request and within the scope of our <br /> � proposal dated September 11, 1960 this report presents the re- <br /> sults of our Geotechnical Engineering Study for the subject pro- <br /> , ject. We performed the previous referenced study for the sub- <br /> ject site to evaluate feasibility of site development. The pur- <br /> - pose of this study was to explore the subsurface soil conditions <br /> tu greater depths in order to provide specific recommendatioWall <br /> for site preparation, foundationr basement and/or retaining <br /> _ design for the proposed hotel and convention center. The scope <br /> of this st�dy included borings, laboratory tests, geotechnical <br /> engineering analyses and the preparation of this report. <br /> -' Our stud}� indicates that the site is underlain by medium <br /> dense sandy silt, silty sand beneath loose surficial soils. Be- <br /> neath these medium dense sandy silty soils, very dense, overcon- <br /> - solidated gravelly silty sands, (glacial till) are present. The <br /> proposed hotel and convention center may be supported on conven- <br /> '.:ional spread footings based in the dense glacial till soils at <br /> the basement level, and on the near-surface medium dense native <br /> soils for the single-story section of the planned faci;ity. <br /> The following sections describe the study and explain our <br /> � recommendations in greater detail. <br />
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