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8102 EVERGREEN WAY Geotech Report 2025-08-04
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8102 EVERGREEN WAY Geotech Report 2025-08-04
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Last modified
8/4/2025 1:23:34 PM
Creation date
7/15/2025 9:48:44 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8102
Address Document Type
Geotech Report
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Earth Solutions NW BORING NUMBER B-2 <br /> 1805-136th Place N.E.,Suite 201 PAGE 1 OF 2 <br /> Bellevue,Washington 98005 <br /> Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> PROJECT NUMBER ES-6516 PROJECT NAME Four Corners <br /> DATE STARTED 1/24/19 COMPLETED 1/24/19 GROUND ELEVATION 565 ft HOLE SIZE <br /> DRILLING CONTRACTOR Geologic Drill Partners GROUND WATER LEVELS: <br /> DRILLING METHOD HSA AT TIME OF DRILLING --- <br /> LOGGED BY CGH CHECKED BY KDH AT END OF DRILLING --- <br /> NOTES Surface Conditions:asphalt—3" AFTER DRILLING --- <br /> w o <br /> of } (nw U <br /> 2 <br /> Lu o- O m O> TESTS p MATERIAL DESCRIPTION <br /> QZ w UZ <br /> C� <br /> 0 <br /> Brown silty SAND with gravel,medium dense, moist(Fill) <br /> [USDA Classification:gravelly coarse sandy LOAM] <br /> SS 33 9-13-11 MC= 17.00% <br /> (24) Fines=20.00% <br /> SM <br /> 5 <br /> SS 100 50/5" MC=21.00% -obstruction <br /> -wood debris observed in cuttings <br /> -becomes moist to wet <br /> 8.0 -high organic content 557.0 <br /> SS 71 20 39 50/5" MC=8.50% Gray silty SAND with gravel,very dense,moist(Glacial Till) <br /> 10 <br /> SS 80 32-50/4" MC=7.10% <br /> N <br /> SM <br /> 0 <br /> U) 15 <br /> SS 100 50/4` MC=6.50% -minor perched groundwater seepage <br /> z <br /> 0 -light iron oxide staining <br /> a <br /> N <br /> t0 <br /> J <br /> a <br /> x <br /> m <br /> J <br /> Louuj <br /> cu 20 <br /> (Continued Next Page) <br />
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