2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. TagishLandfill DRILL:CME75HSAuger W23101317-TA-MW02 Tagish,YT 6682106N;539215E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBED CORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE SOIL NOTES& DESCRIPTION COMMENTS Depth(ft) Depth(m) SAMPLETYPE SAMPLENUMBER 0 SAND-uniformlygraded,finegrainedsand,dry,loose,greybrown 0 1 SILT-someclay,damp,firm,brownwithlightgreymottling -cementsealfrom0to0.91 G1 m 5 -moist 2 G2 3 10 G3 4 SILT-somefinegrainedsand,dry,loose,yellowbrown G4 15 -someclay,nosand,wet,soft,greybrown 5 G5 6 20 G6 -saturated,soft,greybrownwithbrownandlightgreymottling 7 G7 25 8 G8 -verysoft,darkgrey 9 G9 30 ENDOFBOREHOLE@9.1m(Holecollapsedto8.8m) 10 35 11 12 40 13 45 14 15 49 LOGGEDBY:BW COMPLETIONDEPTH:9.1m REVIEWEDBY:RMM COMPLETE:8/31/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page1of1 ENVIRONMENTALW23101317.004.GPJEBA.GDT1/18/11