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607 RIVERSIDE RD Geotech Report 2022-10-25 (2)
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607 RIVERSIDE RD Geotech Report 2022-10-25 (2)
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Last modified
10/25/2022 1:42:20 PM
Creation date
1/29/2021 9:36:51 AM
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Address Document
Street Name
RIVERSIDE RD
Street Number
607
Notes
DRAFT
Address Document Type
Geotech Report
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I <br /> I LOG OF TEST PIT NO. TP-2 FIGURE A-3 <br /> IPROJECT NAME: Riverside Business Park PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett.Washington SURFACE CONDS: Sparse Grass APPROX.ELEV: 19 Feet <br /> DATE LOGGED: March 7.2016 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: N/A <br /> 1- <br /> I LL Z i <br /> w CONSISTENCY/ w <br /> x -+ DESCRIPTION e et- <br /> RELATIVE REMARKS <br /> n DENSITY <br /> 3 w <br /> G rai, U <br /> 0 <br /> a <br /> I <br /> FILL:brown sandysilt/siltyveryfine sand with organics <br /> 1— 9 <br /> (wood),moist. (SM/ML) <br /> 1 2- <br /> I 3 <br /> 4- <br /> 1 FILL:gray-brown silty fine to medium sand with some <br /> 5— gravel,moist to wet. (SM) Medium Dense 14.4 <br /> 1 6 <br /> 1 <br /> 8— <br /> g— Brown-gray medium SAND with silt and few gravel 12.8 <br /> inclusions,moist. (SP-SM) <br /> I 10— <br /> Test pit terminated at approximately 10 feet. <br /> No groundwater seepage observed. <br /> I11— No caving. <br /> 12— <br /> 1 13— <br /> 1 14- <br /> 15- <br /> 1 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 /> I Geology and <br /> Environmental Earth Sciences <br /> I <br />
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