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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

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,

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Page 1: 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,

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)

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

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.
Page 2: 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,

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.