Groundwater Monitoring Wells CLIENT: Village of Teslin PROJECT NO. - BOREHOLE NO.
Solid Waste Facility DRILL: Prospector Air Rotary W23101303 Monitoring Well: MW03
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)
SOIL
Slotted
20 60 4080
Piezometer
    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
1 1
5
2
SAND (TILL) - silty, gravelly
3
10
4
15
5
6
20
7
2
25
8
9
30
BEDROCK @ 9.6 m
10
35
11
12
40
13
     - water encountered @ 12.8 m
45
14
15
50
16
END OF WELL @ 16.2 m
17 55 56
LOGGED BY: RC COMPLETION DEPTH: 16.2m
REVIEWED BY: JRT COMPLETE: 11/21/2008
EBA Engineering Consultants Ltd.
DRAWING NO: Page 1 of 1
GEOTECHNICAL W23101303.GPJ EBA.GDT 09/12/17