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4920 24TH AVE W Geotech Report 2023-06-22
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4920 24TH AVE W Geotech Report 2023-06-22
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Last modified
6/22/2023 3:02:49 PM
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6/22/2023 3:02:02 PM
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Address Document
Street Name
24TH AVE W
Street Number
4920
Address Document Type
Geotech Report
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TEST PIT LOG <br /> Test Pit No. TP-2 <br /> PROJECT: Fullwiler Short Plat PROJECT NO.: 21-0845 <br /> LOCATION: Everett,WA DATE: 9/9/21 <br /> EXPLORATION METHOD: Excavator ELEVATION: 220' <br /> CONTRACTOR/DRILLER: Meece LOGGED BY: D.Trudeau <br /> DEPTH TO WATER TABLE: -V PERCHED WATER: CAVING _ <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL SOIL PROFILE DESCRIPTION <br /> 220—0 ML Soft. Brown. Moist. Sandy SILT few organics(Topsoil) <br /> 6 GT 111 <br /> ML Medium stiff. Brown. Moist. Sandy SILT. (Fraser to Pre Fraser <br /> y- 1 7 Transitional Beds <br /> 218-2 <br /> -- 3 8 W= 35.0 ML <br /> GS <br /> 216—4 ML Stiff. Gray. Moist. Sandy Silt. (Fraser to Pre Fraser Transitional <br /> - Beds) <br /> -- 5 9 <br /> 214 6 <br /> 7 10 <br /> 212--8 <br /> _- 9 <br /> 210___10 <br /> 11 W=31.4 ML <br /> GS <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field Interpretations and are approximate. TestPitTP-2 wasterminated at 10.0 ft <br /> 2.Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 3.Refer to"Solt Classification System and Key figure for an explanation of the graphics/symbols used. below site grades on 9/9/21 Figure: <br /> Notes: <br /> 6 <br /> GeoTest Services, Inc. <br />
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