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w7J <br />i <br />a <br />x <br />m <br />Uj <br />Uj <br />Z <br />W <br />0 <br />Earth Solutions NW BORING NUMBER B-2 <br />1805 - 136th Place N.E., Suite 201 <br />Bellevue, Washington 98005 PAGE 1 OF 2 <br />NEWTelephone: 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 <br />o <br />Unto <br />S' <br />Ui <br />U <br />_ <br />w <br />_ j <br />o <br />m <br />TESTS <br />(L p <br />MATERIAL DESCRIPTION <br />az <br />w <br />o <br />Uz <br />C� <br />rn <br />0 <br />Brown silty SAND with gravel, medium dense, moist (Fill) <br />[USDA Classification: gravelly coarse sandy LOAM] <br />SS <br />33 <br />9-13-11 <br />MC = 17.00% <br />(24) <br />Fines = 20.00% <br />SM <br />5 <br />-obstruction <br />SS <br />100 <br />50/5" <br />MC = 21.00% _ <br />-wood debris observed in cuttings <br />-becomes moist to wet <br />8.0 -high organic content 557.0 <br />SS <br />71 <br />20-39 <br />50/5" <br />MC = 8.50% <br />Gray silty SAND with gravel, very dense, moist (Glacial Till) <br />10 <br />SS <br />80 <br />32-50/4" <br />MC = 7.10% <br />SM <br />15 <br />-minor perched groundwater seepage <br />SS <br />100 <br />50%4" <br />MC = 6.50%° <br />d <br />-light iron oxide staining <br />20 <br />(Continued Next Page) <br />