2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW01 Carmacks,YT 6890605N;431938E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE well SOIL NOTES& Monitoring DESCRIPTION COMMENTS Depth(ft) Depth(m) SAMPLETYPE SAMPLENUMBER 0 SAND-somesilt,uniformlygraded,veryfinetofinegrainedsand,damp, 0 G1 yellowbrown 1 -lightbrown G2 5 2 3 10 -moist G3 4 -yellowbrown 15 5 -nosilt,tracegravel,poorlygraded,veryfinetofinegrainedsand, gravelis5-20mm,subroundedtoangular,moist,loose,yellow G4 6 brown 20 GRAVELandSAND-wellgradedsand,gravelis5-20mm,roundedto G5 angular,drytodamp 7 25 GRAVEL-tracesand,wellgradedsand,gravelis5-15mm,subrounded 8 G6 toangular,dry -sandy 9 G7 SAND-sometotracegravel,finetocoarsegrainedsand,gravelis 30 5-20mm,subroundedtoangular,damp,brown G8 GRAVELandSAND-wellgradedsand,gravelis5-10mm,subrounded 10 toangular,dry G9 GRAVEL-somesand,finetoverycoarsegrainedsand,gravelis 35 11 5-10mm,subroundedtoangular,dry -tracesand 12 40 13 -gravelis3-20mm G10 45 14 GRAVEL-sandy,wellgraded,finetoverycoarsegrainedsand,gravelis G11 5-15mm,subroundedtoangular,dry -tracesand 15 50 GRAVELandSAND-wellgradedsand,gravelis5-15mm,subrounded G12 toangular,dry 16 GRAVEL-somesand,wellgradedsand,gravelis5-15mm,subrounded toangular,dry 55 17 GRAVELandSAND-wellgradedsand,gravelis5-10mm,subrounded G13 toangular,dry -tracesand 18 60 GRAVEL-tracesand,wellgradedsand,gravelis5-10mm,subrounded toangular,dry 19 SAND-tracegravel,wellgradedsand,gravelis5-10mm,subroundedto G14 angular,damp 65 20 -somegravel GRAVEL-uniformlygraded,gravelis5-10mm,subroundedtoangular, 21 G15 dry 70 22 72 LOGGEDBY:BW COMPLETIONDEPTH:60.7m REVIEWEDBY:RMM COMPLETE:10/2/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page1of3 ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11 2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW01 Carmacks,YT 6890605N;431938E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE SOIL NOTES& well DESCRIPTION COMMENTS Depth(ft) Depth(m) Monitoring SAMPLETYPE SAMPLENUMBER 22 75 23 24 80 25 85 26 -sandy,finetoverycoarsegrainedsand,gravelis5-10mm. G16 subroundedtoangular,dry 27 -gravelis5-15mm,groundedtoangular,dry G17 90 GRAVELandSAND-finetoverycoarsegrainedsand,gravelis G18 28 5-15mm,subroundedtoangular,dry GRAVEL-uniformlygraded,5-20mm,subroundedtoangular,dry 95 29 -sandy,finetoverycoarsegrainedsand,gravelis5-10mm, G19 subroundedtoangular,dry 30 100 -tracesand,mediumtoverycoarsegrainedsand 31 G20 32 105 33 SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subrounded G21 toangular,dry 110 GRAVEL-tracesand,mediumtoverycoarsegrainedsand,gravelis 34 5-10mm,subroundedtoangular,dry SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subrounded G22 35 toangular,dry 115 36 GRAVEL-tracesand,wellgradedsand,gravelis5-10mm,subrounded G23 toangular,dry 120 SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subrounded 37 toangular,dry GRAVEL-somesand,wellgradedsand,gravelis5-10mm,subrounded 38 toangular,dry 125 G24 39 130 40 41 135 SANDandGRAVEL-finetoverycoarsegrainedsand,gravelis G25 5-15mm,subroundedtoangular,dry 42 140 43 GRAVEL-somesand,finetoverycoarsegrainedsand,gravelis 5-15mm,subroundedtoangular,dry 44 144 LOGGEDBY:BW COMPLETIONDEPTH:60.7m REVIEWEDBY:RMM COMPLETE:10/2/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page2of3 ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11 2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO. CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW01 Carmacks,YT 6890605N;431938E;Zone8 SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE SAMPLETYPE BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND BACKFILLTYPE SOIL NOTES& well DESCRIPTION COMMENTS Depth(ft) Depth(m) Monitoring SAMPLETYPE SAMPLENUMBER 145 44 GRAVELandSAND-wellgradedsand,gravelis5-15mm,subrounded G26 toangular,dry 45 150 46 GRAVEL-somesand,wellgradedsand,gravelis5-15mm,subrounded G27 toangular,dry SAND-sometotracegravel,wellgradedsand,gravelis5mm, 47 G28 subangulartoangular,dry 155 GRAVEL-sandy,wellgradedsand,gravelis5-15mm,subangularto G29 angular,dry 48 SAND-somegravel,wellgradedsand,gravelis5-10mm,subangularto angular,dry 160 49 GRAVEL-tracesand,wellgradedsand,gravelis5-10mm,subangular toangular,dry -somesand 50 165 SANDandGRAVEL-wellgradedsand,gravelis5-15mm.subangularto angular,dry 51 SAND-tracegravel,poorlygraded,mediumtocoarsegrainedsand, G30 gravelis5mm,moist,mediumbrown 170 52 SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subangularto G31 angular,dry SAND-somegravel,wellgraded,gravelis5-10mm,subangularto 53 G32 angular,dry 175 G33 54 G34 180 55 G35 56 G36 185 GRAVEL-somesand,mediumtoverycoarsegrainedsand,gravelis G37 57 5-10mm,subroundedtoangular GRAVELandSAND-poorlygraded,mediumtocoarsegrainedsand, gravelis5-10mm,subroundedtoangular,saturated 190 58 59 G38 195 60 200 61 ENDOFBOREHOLE@60.7m NOTE:Theselogsreflectdisturbedmaterialrecoveredfromdrillreturn. 62 Particlesizesandshapes(particularlygravel)areaffectedbydrilling process.Cobblesandbouldersifpresentarenotindicatedthrough 205 thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto 63 recoverdrillmaterial. 64 210 65 215 66 217 LOGGEDBY:BW COMPLETIONDEPTH:60.7m REVIEWEDBY:RMM COMPLETE:10/2/2010 EBAEngineeringConsultantsLtd. DRAWINGNO: Page3of3 ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11