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Earth Solutions NW BORING NUMBER B-2 <br /> La lib 1805-136th Place N.E.,Suite 201'SOIutiOn " Bellevue,Washington 98005 PAGE 1 OF 2 <br /> Will 1, 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 e• <br /> 0 <br /> I ir-w W Hn N U <br /> 'S a_ <br /> w v a j o m D> TESTS ui p MATERIAL DESCRIPTION <br /> O Q z W 0 0 <br /> cn tY <br /> 0 <br /> •�•+•o Brown silty SAND with gravel,medium dense, moist(Fill) <br /> - o�oo$a <br /> •••o• <br /> isoi• <br /> do•• <br /> )( <br /> 4¢o*0 <br /> _ ± ± [USDA Classification:gravelly coarse sandy LOAM] <br /> SS 33- 9 13 11 MC=17.00% 4o+.o <br /> (24) Fines=20.00% •o*o• <br /> •�•8• <br /> SM v.+ <br /> +As. <br /> 5 0••• <br /> ' <br /> X' SS 100 50/5" MC=21.00% •J$ -obstruction <br /> o•i•s <br /> .00+• <br /> �o•i• <br /> -wood debris observed in cuttings <br /> oi+%%, -becomes moist to wet <br /> -X <br /> •• 8.0 -high organic content 557. <br /> SS 71 50�59 MC=8.50% _ Gray silty SAND with gravel,very dense,moist(Glacial Till) <br /> 10 <br /> XSS 80 32-50/4" MC=7.10% <br /> 5 <br /> �-- SM <br /> 0 <br /> 0 <br /> 0 15 <br /> X. SS _100 w 5O)4" a MC=6.50% -minor perched groundwater seepage <br /> z <br /> 0 -light iron oxide staining <br /> a <br /> 0 <br /> mi <br /> J <br /> II <br /> a'- <br /> f- <br /> x <br /> m <br /> - <br /> z <br /> z <br /> 20 <br /> (Continued Next Page) <br />