504 Clarke Road Coquitlam, BC AE Project No. 975T AE16-MW1 (Page 1 of 2) Date Started : July 22, 2016 Date Completed : July 22, 2016 Hole Diameter : 152mm Drilling Method : Sonic Sampling Method : Grab Company Rep. : BR Lab Analysis : *indicates sent for analysis Drilled By : Blue Max Logged By : BR Depth in Meters 0 1 2 3 4 5 6 7 8 9 10 11 Surf. Elev. USCS ML SM SW SM SM SW GW SM SM SM SM GRAPHIC DESCRIPTION SILT, some sand, trace gravel/cobbles, brown, moist (NATIVE TOPSOIL) SILTY SAND, trace gravel, brown/grey, mottled, moist SAND, fine to medium grained, some silt, trace gravel, grey/brown, damp SILT, sandy, some gravel/cobbles, greyish-brown, compact, damp cobble from 4.88m to 5.19m SILTY SAND, fine grained, some gravel, greyish-brown, dry SAND, medium grained, some silt, trace gravel, grey, moist to wet coarse grained sand, gravelly at 6.71m cobble from 7.01m to 7.32m SAND, gravelly, trace to some fine silt, greyish-brown SAND and SILT, trace gravel, brown, compact, damp SAND, fine grained, silty, some cobbles, brown, damp wet from 9.45m to 9.76m SAND and SILT, trace gravel, brown, damp SAND, coarse grained, silty, trace gravel, grey, moist to wet Lab Analysis * * Sample No. 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 Soil Vapours ppm AE16-MW1D Deep Well bentonite sand pack bentonite sand pack bentonite sand pack bentoniite 50mm solid PVC AE16-MW1S Shallow Well bentonite sand pack bentonite sand pack bentonite sand pack 50 mm solid PVC 10 slot PVC screen DRY Aug 3/16
2
Embed
GeoGraphics - 1MW-m · Drilling Method : Sonic Sampling Method : Grab Company Rep. : BR ... Surf. Elev. USCS ML SM SW SM SM SW GW SM SM SM SM GRAPHIC DESCRIPTION SILT, some sand,
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
504 Clarke RoadCoquitlam, BC
AE Project No. 975T
AE16-MW1
(Page 1 of 2)
Date Started : July 22, 2016
Date Completed : July 22, 2016
Hole Diameter : 152mm
Drilling Method : Sonic
Sampling Method : Grab
Company Rep. : BR
Lab Analysis : *indicates sent for analysis
Drilled By : Blue Max
Logged By : BR
Dep
th in
Met
ers
0
1
2
3
4
5
6
7
8
9
10
11
Surf.Elev.
US
CS
ML
SM
SW
SM
SM
SW
GW
SM
SM
SM
SM
GR
AP
HIC
DESCRIPTION
SILT, some sand, trace gravel/cobbles, brown, moist (NATIVE TOPSOIL)
SAND, fine to medium grained, some silt, trace gravel, grey/brown, damp
SILT, sandy, some gravel/cobbles, greyish-brown, compact, damp
cobble from 4.88m to 5.19m
SILTY SAND, fine grained, some gravel, greyish-brown, dry
SAND, medium grained, some silt, trace gravel, grey, moist to wet
coarse grained sand, gravelly at 6.71m
cobble from 7.01m to 7.32m
SAND, gravelly, trace to some fine silt, greyish-brown
SAND and SILT, trace gravel, brown, compact, damp
SAND, fine grained, silty, some cobbles, brown, damp
wet from 9.45m to 9.76m
SAND and SILT, trace gravel, brown, damp
SAND, coarse grained, silty, trace gravel, grey, moist to wet
Lab
Ana
lysi
s*
*
Sam
ple
No.
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
Soi
l Vap
ours
ppm
AE16-MW1D
Deep Well
bentonite
sand pack
bentonite
sand pack
bentonite
sand pack
bentoniite
50mm solid PVC
AE16-MW1S
Shallow Well
bentonite
sand pack
bentonite
sand pack
bentonite
sand pack
50 mm solid PVC
10 slot PVC screen
DRY Aug 3/16
Admin
Text Box
Any use which a third party makes of this document, or any reliance on or decisions to be made based on it, are the responsibility of such third parties. CSAP/MOE are not responsible for any use or modification of this document. CSAP/MOE accept no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions taken based on this document.
504 Clarke RoadCoquitlam, BC
AE Project No. 975T
AE16-MW1
(Page 2 of 2)
Date Started : July 22, 2016
Date Completed : July 22, 2016
Hole Diameter : 152mm
Drilling Method : Sonic
Sampling Method : Grab
Company Rep. : BR
Lab Analysis : *indicates sent for analysis
Drilled By : Blue Max
Logged By : BR
Dep
th in
Met
ers
11
12
13
14
15
16
17
18
19
20
21
22
Surf.Elev.
US
CS
SW
SM
SW
GR
AP
HIC
DESCRIPTION
SAND and SILT, trace to some gravel, brown, compact, damp
SAND, medium to coarse grained, trace to some silt, grey, wet
SANDY SILT, some gravel, brown, compact, moist
wet from 13.42m to 13.72m
SAND, coarse grained, wet
End of Hole
Lab
Ana
lysi
s
Sam
ple
No.
1-9
1-10
1-11
1-12
Soi
l Vap
ours
ppm
AE16-MW1D
Deep Well
bentoniite
sand pack
50mm solid PVC
10 slot PVC screen
Aug 3/16
AE16-MW1S
Shallow Well
Admin
Text Box
Any use which a third party makes of this document, or any reliance on or decisions to be made based on it, are the responsibility of such third parties. CSAP/MOE are not responsible for any use or modification of this document. CSAP/MOE accept no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions taken based on this document.