Carmacks Solid Waste Disposal Facility CLIENT: VILLAGE OF CARMACKS PROJECT NO. - BOREHOLE NO. Monitoring Well Installation DRILL: AIR ROTARY ODEX W23101146.003 -MW12 Carmacks, YT 6883603N; 432883E; Zone 8 ELEVATION: 544.43m SPT DISTURBED NO RECOVERY SHELBY TUBE A-CASING CORE SAMPLE TYPE PEA GRAVEL BENTONITE GROUTDRILL CUTTINGS SLOUGH SAND BACKFILL TYPE POCKET PEN. (kPa) SOIL 200 100 300 400 DESCRIPTION PLASTIC M.C. LIQUID Depth (m) Elevation (m) SAMPLE TYPE 0 SAND - trace gravel, angular to rounded, damp, brown 544.0 1 543.0 2 542.0 3 541.0 4 540.0 5 539.0 6 GRAVEL - sandy, angular to rounded, slightly damp, grey 538.0 7 537.0 8 536.0 9 GRAVEL - some sand, angular to rounded, dry, grey 535.0 10 534.0 11 533.0 12 - damp to moist - wet 532.0 13 531.0 14 530.0 15 END OF BOREHOLE @ 15.0 m 529.0 16 LOGGED BY: SK COMPLETION DEPTH: 15m REVIEWED BY: RMM COMPLETE: 1/30/2009 EBA Engineering Consultants Ltd. DRAWING NO: Page 1 of 1 ENV/GEO W23101146.003.GPJ EBA.GDT 09/04/01