2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW02 HainesJunction,YT 6739945N;363298E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBED CORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE well SOIL NOTES& Monitoring DESCRIPTION COMMENTS Depth(ft) Depth(m) SAMPLETYPE SAMPLENUMBER 0 SILT-sometotraceclay,moist,stiff,organics,mediumbrown 0 G1 1 -somesand,tracegravel,traceclay,veryfinetocoarsegrainedsand, G2 5 gravelis5-10mm,subangulartoangular,drytodamp,firm,light 2 brown G3 -darkbrown 3 -somegravel,veryfinetocoarsegrainedsand,gravelis5-15mm, 10 damp 4 G4 15 SANDandGRAVEL-somesilt,wellgradedsand,gravelis5-30mm,dry, 5 lightgrey G5 SANDandSILT-somegravel,wellgradedsand,gravelis5-15mm, G6 6 subroundedtoangular,damp,yellowbrown 20 SILT-sandy,somegravel,wellgradedsand,gravelis5-15mm, G7 7 subroundedtoangular,damp,yellowbrown 25 8 -tracegravel,gravelis5mm G8 -somesand,somegravel,veryfinetocoarsegrainedsand,gravelis 9 30 5-20mm,mediumbrown 10 G9 35 11 12 40 13 G10 45 14 15 50 -tracesand,traceclay,tracegravel,damp,darkbrown G11 16 -somesand,somegravel,noclay,veryfinetocoarsegrainedsand, gravelis5-10mm,damptomoist,mediumbrown 55 17 -sometotracesand 18 60 G12 19 65 20 G13 21 70 22 75 23 G14 24 80 -traceclay 25 G15 85 26 27 89 LOGGEDBY:BW COMPLETIONDEPTH:47.2m REVIEWEDBY:RMM COMPLETE:10/17/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page1of2 ENVIRONMENTALW23101317.004.GPJEBA.GDT1/28/11 2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW02 HainesJunction,YT 6739945N;363298E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBED CORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE SOIL NOTES& well DESCRIPTION COMMENTS Depth(ft) Depth(m) Monitoring SAMPLETYPE SAMPLENUMBER 27 90 G16 28 95 29 -noclay 30 100 31 G17 32 105 33 110 34 G18 35 115 36 120 37 G19 38 125 G20 39 130 40 SILTandSAND-somegravel,veryfinetomediumgrainedsand,gravel G21 is5-10mm,subangulartoangular,moist,stiff,lightgrey 41 135 G22 -firm 42 140 43 G23 44 145 45 G24 150 46 SANDandGRAVEL-siltytosomesilt,veryfinetocoarsegrainedsand, saturated G25 47 155 ENDOFBOREHOLE@47.5m 48 NOTE:Theselogsrefectdisturbedmaterialrecoveredfromdrillreturn. 160 Particlesizesandshapes(particularlygravel)areaffectedbydrilling 49 process.Cobblesandbouldersifpresentarenotindicatedthrough thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto 50 recoverdrillmaterial. 165 51 170 52 53 175 54 177 LOGGEDBY:BW COMPLETIONDEPTH:47.2m REVIEWEDBY:RMM COMPLETE:10/17/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page2of2 ENVIRONMENTALW23101317.004.GPJEBA.GDT1/28/11