Groundwater Monitoring Wells CLIENT: Village of Teslin PROJECT NO. - BOREHOLE NO. Solid Waste Facility DRILL: Prospector Air Rotary W23101303 Monitoring Well: MW02 Teslin, YT DISTURBED NO RECOVERY SPT A-CASING SHELBY TUBE CORE SAMPLE TYPE BENTONITE PEA GRAVEL GROUT SLOUGH DRILL CUTTINGS SAND BACKFILL TYPE STANDARD PENETRATION (N) well SOIL 20 60 4080 Monitoring UNCONFINED (kPa) DESCRIPTION 50 100 PLASTIC M.C. LIQUID 150200 Depth (ft) Depth (m) POCKET PEN. (kPa) SAMPLE TYPE MOISTURE CONTENT 60 80 100 200 20 40 300 400 SAMPLE NUMBER 0 ORGANIC ROOT MATERIAL 0 SAND - silty, trace gravel, well graded sand, fine to medium grained gravel 1 - becomes gravelly around 0.2 m, trace silt below 1 5 2 SAND (TILL) - gravelly, silty 3 10 2 4 15 5 6 20 7 25 8 9 30 10 35 3 11 12 40 - water encountered @ 12.2 m (?) BEDROCK @ 12.2 m 13 45 14 15 50 END OF WELL @ 15.5 m 16 NOTE: Water originally encountered at 16.8 m, drilled to 30 m, then backfilled to 15.5 m 17 55 56 LOGGED BY: JSB COMPLETION DEPTH: 15.5m REVIEWED BY: JRT COMPLETE: 11/18/2008 EBA Engineering Consultants Ltd. DRAWING NO: Page 1 of 1 GEOTECHNICAL W23101303.GPJ EBA.GDT 09/12/17