Proposed Waste Water Disposal Facility CLIENT: YTG Community Services PROJECT NO. - BOREHOLE NO. Lagoon Site DRILL: CME75 Hollow Stem Auger 704-ENVH2O03089-01 MW14-01 Ross River, YT 6874465N; 632673E; Zone 8 ELEVATION: 696.5 m DISTURBED SHELBY TUBE A-CASING CORE SAMPLE TYPE NO RECOVERY SPT GROUT SLOUGH DRILL CUTTINGS BACKFILL TYPE BENTONITE PEA GRAVEL SAND BULK DENSITY (kg/m 3 ) CLAY (%) 1400 1800 1600 2000 20 406080 GROUND ICE SPT (N) SILT (%) SOIL DESCRIPTION 40 20 60 2040 6080 80 AND SAND (%) DESCRIPTION 204060 80 LIQUID Depth (m) PLASTIC M.C. COMMENTS Elevation (m) GRAVEL (%) SAMPLE TYPE 20 406080 20406080 SAMPLE NUMBER 0 ORGANICS - sod covered, rootlets, seasonally frozen. FROZEN SILT - some clay, trace sand, moist to wet, grey. UNFROZEN 696.0 SAND - trace gravel and silt, medium to coarse grained, damp. 1 GRAVEL - sandy, trace silt, trace to some cobbles, subrounded, well graded, damp to moist, compact, grey. 695.0 SA01 2 694.0 3 14/11/5 14/11/5 SA02 693.0 SILT - some clay, trace sand, wet, grey. FROZEN, 4 visible ice 692.0 SA03 END of BOREHOLE @ 4.6 m. 5 Monitoring well installed to 4.5 m. Groundwater at 2.6 m on November 5, 2014. 691.0 6 690.0 7 689.0 8 688.0 9 687.0 10 686.0 11 685.0 12 LOGGED BY: KR COMPLETION DEPTH: 4.6m REVIEWED BY: CPC COMPLETE: 14/10/24 DRAWING NO: Page 1 of 1 WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13