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CNDESIGNz TEST PIT LOG <br /> Test Pit Location: GDI ProjectC_JTest Pit Number:NWHomes-2-01 <br /> Latitude Project Name: Bayview Lane SFR TP-1 <br /> Longitude: - North /� <br /> Device: Location: Everett, WA Page 1 of 1 <br /> Sampled By: B Weinberg start Date 8/17/18 <br /> Contractor. Client End Date 8/17/18 <br /> Contractor Equipment Used: Start Time 11:15 <br /> Rubber-Track Excavator <br /> Surface Conditions: End Time <br /> Soil 11:30 <br /> Elevation: <br /> iSr.. t'i 3$ c <br /> S g w g eN Soil Description Comments b w Y o <br /> a. <br /> Topsoil and Root Zone <br /> Loose, gray-brown, silty SAND with gravel (SM): moist, sand is <br /> 1 SM <br /> fine to medium, gravel is fine to coarse (FILL) S1@1.5 <br /> 2 <br /> Dense to very dense, gray with orange mottles, silty SAND with Probing less than 1/2 inch <br /> gravel and cobbles; moist,sand is fine to medium, gravel is fine using a soil probe at 3.0 <br /> 3 SM to coarse (Glacial Till) feet S2@3.0 <br /> 4 <br /> Test pit completed at 4.5 feet BGS. <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> Seepage(circle one): None/Slow/Moderate/Rapid @ NA feet <br /> Caving(circle one): None/Minor/Moderate/Severe @ NA feet <br /> Updated 8/7/15 <br />