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5700 23RD DR W 2018-06-28
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5700 23RD DR W 2018-06-28
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Last modified
6/28/2018 8:47:07 AM
Creation date
6/28/2018 8:46:35 AM
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Address Document
Street Name
23RD DR W
Street Number
5700
Notes
GEOTECHNICAL REPORT INCLUDED
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LOG OF TEST PIT NO. TP-4 FIGURE <br /> PROJECT NAME: ,sir a � :-Ei i t A _:.=•`ra PROJ.NO:T-5922-5 LOGGED BY: JMC <br /> LOCATION: Everett.Washinaton SURFACE CONDS: Mowed Grass APPROX.ELEV: <br /> DATE LOGGED: November 19,2010 DEPTH TO GROUNDWATER: 1-Foot DEPTH TO CAVING: NIA <br /> u.Co <br /> LL z z <br /> DESCRIPTION CONSISTENCY/ e y REMARKS <br /> RELATIVE DENSITY <br /> o vi C.)j <br /> o <br /> a. <br /> FILL:brown silty sand with gravel,scattered organics, Loose 33.9 <br /> 1 wet. (SM) <br /> 12.7 <br /> 2 2 FILL:gray and brown silty sand with gravel and areas of Medium Dense 22.9 <br /> 3 SILT,moist. (SM) <br /> 3......, <br /> 4— FILL:dark gray and brown silty sand with gravel, Medium Dense <br /> occasional organics,moist. (SM) <br /> 5 9.5 <br /> 4 <br /> 6- Reddish-brown to grayish-brown silty SAND with gravel, <br /> fine to medium grained sand,moist. (SM) (Till-like) Dense <br /> 7- <br /> 6.3 <br /> 5 <br /> 8 <br /> Terminated at 8 feet. <br /> Perched groundwater seepage observed at 1-foot. <br /> 9 <br /> 10- <br /> 11- <br /> 12— <br /> 13- <br /> 14- <br /> 15— <br /> Terra <br /> NOTE: This subsurface information pertains only to this test pit location and should Associates, Inc. <br /> not be interpreted as being indicative of other locations at the site. Consultants in Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences <br />
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