Geotechnical Engineering Report Preliminary ...€¦ · wp2 wp3 wp4 5459903.6999 503255.9076 503272.1439 503595.2305 503398.3938 5459709.2394 5459967.8259 5459853.2482 bd berthing

Appendix G Shannon & Wilson (“SW”)

Geotechnical Engineering Report Preliminary Recommendations Marine Facilities, Westridge Marine Terminal,

February 10, 2017

1/3

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21-1-22307-300

Model:

Fig

ure 0

3

Westridge Marine Terminal

Trans Mountain Expansion Project

February 2017

-22

-21

-21-21

-20-20

MOORING DOLPHIN,

TYP

54

7

3

12

10

2

8

SEE NO

TE 5HOL

D

NOTE 5

SEEHOL

D

1

11

9

-20

-24

-25

N

WP3

WP2

N

72.161°

CATWALK,

TYP

MOORING DOLPHIN,

TYP

AFRAMAX TANKER (TYP)

AFRAMAX TANKER

BUOY (TYP.)

EXISTING BERTH

(TO BE DECOMMISSIONED)

CONTAINMENT

BOOM

WESTERN WATER LOT

BOUNDARY

MOORING LINES,

TYP

BOOM

DEPLOYMENT

TUG

SKIMMER

VESSEL

ROADWAY

CONTAINMENT BOOM

AFRAMAX TANKER

FOAM WATER SUPPLY

PUMP HOUSE PLATFORM

sect

MD1

MD2

MD3

BD1

BD5

C1

C2

BD2

BD6

MD4

MD5

MD6

C13

C3

BD7

BD4

BD8

TP1

TR1

TP2

TR2

TP3

TR3

TP8

TR8

TP9

TR9

TR7TP7

TR6TP6

TR5TP5

TR4TP4

TS1

TS2

TS6

MD7

MD8

MD9

MD10

MD11

MD12

C19

C20

C27

C28

C21

BD9

BD10

BD11

BD12

LP1-2

C14

C15

C4

C5

C22

C23

LP3

TUG

EMERGENCY

BOOM STORAGE

UF1

UF2

UG

-23-23

-21-21

FP1

SHEET PILE

BULKHEAD WALL

C6

C7

C16

C17

TS5

C18

C8

TS4

TS3

C9

C11

WALKWAY

JP2

JP1

TP10

TR10

TP11

TR11

TP12

TR12

TS8

TS7

TS0

C24

C25

C26

EXISTING

HIGH TIDE LINE

BERTHING DOLPHIN,

TYP

WP1

N

72.161°

72.161°

C10

C12

EMERGENCY BOOM

STORAGE

BERTH 1

BERTH 2BERTH 3

DOCKUTILITY

JETDOCK

-10-10

-15-15

MINI

BARGE

EMERGENCY

BOOM STORAGE

EMERGENCY

BOOM STORAGE

WP4

BD3

-22-22

-24-24

FIG. 2

0 100m50m

SCALE 1:2000

1.

NOTES:

WP EASTING (m) NORTHING (m)

WP1

WP2

WP3

WP4

5459903.6999

503255.9076

503272.1439

503595.2305

503398.3938 5459709.2394

5459967.8259

5459853.2482

BD BERTHING DOLPHIN

C CATWALK

FP FIRE PUMP PLATFORM

JP JUNCTION PLATFORM

LP LOADING PLATFORM

TP TRESTLE PIPE RACK SPANS

TR TRESTLE ROAD SPANS

TS TRESTLE SUPPORT PILE CAPS

UF UTILITY DOCK FLOAT

UG UTILITY DOCK GANGWAYTHIS FIGURE IS BASED ON DRAWINGS PROVIDED BY MOFFATT & NICHOL.

HORIZONTAL PIPE EXPANSION LOOPS (IF REQUIRED) NOT SHOWN.

COORDINATES BASED ON NAD83, UTM ZONE 10.

ONLY AND SUBJECT TO CHANGE.

THE LOCATION AND CONFIGURATION OF ALL PROPOSED FACILITIES IS FOR CONCEPTUAL PURPOSES

CONTOURS IN METRES TO GEODETIC DATUM (GD).

SOUNDINGS ARE FROM GOLDER ASSOCIATES HYDROGRAPHIC SURVEY, DATED MARCH 2014.

STRUCTURE LEGEND:

SCHEDULE 2

WORK POINT COORDINATES

2.

3.

4.

5.

6.

GENERAL ARRANGEMENT

INFRASTRUCTURE

PROPOSED MARINE

0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping

Design SpectrumProfile 1 (Crustal + Intraslab)Profile 1 (Interface)Profile 2 (Crustal + Intraslab)Profile 2 (Interface)

Profile 3 (Crustal + Intraslab)Profile 3 (Interface)Profile 4 (Crustal + Intraslab)Profile 4 (Interface)

Trans Mountain Expansion ProjectWestridge Marine Terminal

SHANNON & WILSON, INC.Geotechnical and Environmental Consultants FIG. 3

February 2017 21-1-22307-500

DESIGN SPECTRUM2010 NBCC

OPERATING LEVEL EVENT

C:\U

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Notes:1. The individual spectra lines are the geometric mean of 45 time histories. The geometric means are separated into crustal+intraslab, and interface sources.2. NBCC = National Building Code of Canada3. g = gravitational acceleration m = meters s = seconds

0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping





February 2017 21-1-22307-500


CONTINGENCY LEVEL EVENT

C:\U

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0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping





February 2017 21-1-22307-500


DESIGN LEVEL EVENT

C:\U

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ver:0

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0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping

Design SpectrumProfile 1Profile 2

Profile 3Profile 4



February 2017 21-1-22307-500


OPERATING LEVEL EVENT

C:\U

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ver:0

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Notes:1. The individual spectra lines are the geometric mean of 33 time histories. The geometric means include crustal, intraslab, and interface sources.2. NBCC = National Building Code of Canada3. g = gravitational acceleration m = meters s = seconds

0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping


Profile 3Profile 4



February 2017 21-1-22307-500


CONTINGENCY LEVEL EVENT

C:\U

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\jnb\

FLA

C\2

2307

ver:0

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.pos

t0.d

ev0+

g2c2

e949

, by:

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0.01 0.1 1 10Period (s)

0.01

0.1

1

10

Spe

ctra

l Vel

ocity

(m/s

)

0.0001

0.001

0.01

0.1

1.0Di

splac

emen

t (m)

0.01

0.1

1.0

10.0

Acceleration (g)

100.0

5% Damping


Profile 3Profile 4



February 2017 21-1-22307-500


DESIGN LEVEL EVENT

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sect

JETDOC

K

5 459 600 N

5 460 000 N 5 460 000 N

503

600

E50

3 60

0 E

5 459 800 N 5 459 800 N

503

400

E50

3 40

0 E

503

200

E50

3 20

0 E

503

800

E50

3 80

0 E

SH101

SCPT-101

SCPT-102

SCPT-103

SCPT-104A

SCPT-105

SCPT-106ASCPT-106B

SCPT-107

SCPT-108

SCPT-104B

SH102

SH103

SH104

SH105

SH106

SH107

B

B'

4-2

4-2

A

A'

4-1

4-1

C

C'

4-3

4-3

D

D'

4-4

4-4

E

E'

4-4

4-4

F

F'

4-4

4-4

G

G'

4-5

4-5

BH14-01

BH14-03

BH14-05

BH14-08

BH14-09

BH14-11

BH14-12

BH14-16

CPT14-03

CPT14-14

DCPT14-01

DCPT14-09

SCPT14-08

SCPT14-10

SCPT14-12

SCPT14-16/16B

BH15-03

BH15-08

BH15-09

BH15-13

BH15-17BH15-17B

BH15-17C

BH15-18BH15-18B

SCPT15-02

SCPT15-02A

SCPT15-11/11A

SCPT15-13

SCPT15-15

SCPT15-17

SCPT15-18

SH15-01

SH15-02SH15-02A

SH15-03SH15-03A

SH15-04

SH15-05

SH15-06

SH15-07

SH15-08

SH15-10

SH15-11 SH15-12

SH15-14

SH15-15

SH15-16

SH15-09 / SH108

MD1

MD2

MD3

BD1

BD5BD6

BD7BD8

BD3BD4

BD2

MD4

MD5

TS5

TS4

TS3

MD6

TS0

TS1

TS2

TS6

JP2

TS

7

TS

8

JP1

MD7

MD8

MD9BD9 BD10

BD11BD12

LP3

MD10

MD11

MD12

PROPOSED NEW UTILITY DOCK

EXISTING UTILITY DOCK

PROPOSED SHEET PILEBULKHEAD WALL

LP1 - 2

PROPOSED NEW BERTHS

EXISTING BERTH

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

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2016-12-08

S. REDDY

L. TSE

L. TSE

J. JI

WESTRIDGE MARINE TERMINALSUPPLEMENTARY OFFSHORE GEOTECHNICAL INVESTIGATIONBURNABY, B.C.

KINDER MORGAN (TRANS MOUNTAIN)

TEST HOLE AND SECTION LOCATION PLAN

SCALE

1000

METRES

50

LEGEND REFERENCE1. PROPOSED NEW STRUCTURE LAYOUT FROM MOFFATT & NICHOL RECEIVED ON NOVEMBER 14, 2016.

CAD FILE: WT00-GA0100802, Z777304S-SP04 GENERAL ARRANGEMENT.dwg2. EXISTING STRUCTURE FROM MOFFATT & NICHOL RECEIVED ON JUNE 15, 2015.

CAD FILE: C200.dwg.3. BATHYMETRY DATA FROM GOLDER ASSOCIATES LTD, RECEIVED ON APRIL 8, 2014.

CAD FILE: KM-WESTRIDGE_BATHYMETRY_CHART.dxfPROJECTION: NAD83 UTM ZONE 10, CHART DATUM.

4. WSP TEST HOLE LOCATIONS FROM CH2MHILL, RECEIVED ON MARCH 23, 2016.EXCEL FILE: 131-61204-00 KINDER MORGAN WESTRIDGE TEST HOLE UTM COORDINATES 2015.xlsx

APPROXIMATE MUD ROTARY BOREHOLE LOCATION (GOLDER, 2015)

APPROXIMATE SONIC HOLE LOCATION (GOLDER, 2015)

APPROXIMATE SEISMIC CONE PENETRATION TEST LOCATION (GOLDER, 2015)

APPROXIMATE SONIC HOLE LOCATION (WSP, 2015)

APPROXIMATE SEISMIC CONE PENETRATION TEST LOCATION (WSP, 2015)

APPROXIMATE MUD ROTARY BOREHOLE LOCATION (GOLDER, 2014)

APPROXIMATE CONE PENETRATION TEST LOCATION (GOLDER, 2014)

APPROXIMATE SEISMIC CONE PENETRATION TEST LOCATION (GOLDER, 2014)

APPROXIMATE DYNAMIC CONE PENETRATION TEST LOCATION (GOLDER, 2014)

AutoCAD SHX Text-10

AutoCAD SHX Text-8

AutoCAD SHX Text-4

AutoCAD SHX Text-6

AutoCAD SHX Text-12

AutoCAD SHX Text-14

AutoCAD SHX Text-16

AutoCAD SHX Text-17

AutoCAD SHX Text-18

AutoCAD SHX Text-19

AutoCAD SHX Text-20

AutoCAD SHX Text-8

AutoCAD SHX Text-10

AutoCAD SHX Text-12

AutoCAD SHX Text-14

AutoCAD SHX Text-16

AutoCAD SHX Text0

AutoCAD SHX Text-2

AutoCAD SHX Text-4

AutoCAD SHX Text-6

AutoCAD SHX Text-17

AutoCAD SHX Text-18

AutoCAD SHX Text-20

AutoCAD SHX Text-19

AutoCAD SHX Text-21

AutoCAD SHX Text-21

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+200 0+300 0+400

SH15-06o/s 0.98

SH15-07o/s 0.88

MH/CH

MH/CH

CI

SC/SM

SM/ML

SP

SM/ML

SP/SM

PL (%

)

33

30

2825

LL (%

)

58

49

5244

PI (%

)

25

19

2419

PL (%

)

29

30

21

PI (%

)

11

22

18

LL (%

)

40

52

39

BH14-12o/s 0.25

ML

MH

MH

MH/CH

SW-SM

SM/GM

BH14-16o/s 2.99

qt (MPa)0246810

qt (MPa)0246810

MH

ML/CI

GP-GM

SCPT14-12o/s -4.74

qt (MPa)0 2 4 6 8 10

N-v

alue

4957

59/102 mm

60/127 mm

50/127 mm

PL (%

)

36

29

36

31

LL (%

)

67

61

69

64

PI (%

)

31

32

33

33

SH15-16o/s 1.62

ML/CH

MH/CH

CI/CHCI/CH

SM

SW/SM

GP/SW

SP/SM

SP-SM

SP

SM/ML

PL (%

)

26

36

32

28

24

LL (%

)

34

67

59

49

51

PI (%

)

8

31

27

21

27

CPT14-14o/s -4.97

qt (MPa)0 2 4 6 8 10

SCPT14-16o/s -1.76

SCPT14-16Bo/s -1.76

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DRILLED OUT

DATA GAPMH/CH

MH/CH

CISC/GC

SM

SP/SM

N-v

alue

WR

50/102 mm

PL (%

)

32

32

24

LL (%

)

60

56

37

PI (%

)

28

24

13

?

EXISTING SEABED SURFACE

SEE NOTE 5

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

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S. REDDY

L. TSE

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J. JI



INFERRED STRATIGRAPHIC SECTION A-A'

0

SCALE

10 20

METRES

NOTES

1. DETAILED DESCRIPTIONS OF THE CONDITIONS ENCOUNTERED AT THE TEST LOCATIONSARE PRESENTED ON THE RECORDS OF BOREHOLES/SONIC HOLES AND RECORDS OFCONE PENETRATION TESTS CONTAINED IN THE GEOTECHNICAL REPORT.

2. ALL ELEVATIONS ARE IN METRES REFERENCED TO CHART DATUM.3. BOREHOLE/SONIC HOLE AND CONE PENETRATION TEST HOLE WIDTH IS NOT TO SCALE.4. DATA CONCERNING THE VARIOUS STRATA HAVE BEEN OBTAINED AT TEST HOLE

LOCATIONS ONLY. THE SOIL STRATIGRAPHY BETWEEN TEST HOLES HAS BEEN INFERREDBASED ON THE INFORMATION OBTAINED FROM THE TEST HOLES AND GEOPHYSICALSURVEY RESULTS, AND MAY VARY FROM THAT SHOWN.

5. TILL SURFACE INFERRED FROM 2016 GEOPHYSICAL SURVEY DATA INTERPRETATION ISALSO SHOWN IN THE STRATIGRAPHIC SECTION TO SERVE AS A COMPARISON WITH THESTRATIGRAPHIC BOUNDARIES INFERRED FROM THE TEST HOLE DATA. ACTUAL TILL SURFACE, ESPECIALLY BETWEEN TEST HOLES, MAY VARY FROM THAT SHOWN. FORDETAILS AND LIMITATIONS ON GOLDER 2016 GEOPHYSICAL SURVEY, SEE GOLDER ASSOCIATES LTD.’S MAY 13, 2016 REPORT TITLED GEOPHYSICAL INVESTIGATION, REPORTFOR SUPPLEMENTAL OFFSHORE GEOTECHNICAL INVESTIGATION.

REFERENCES

1. BATHYMETRY DATA FROM GOLDER ASSOCIATES LTD, RECEIVED ON APRIL 8, 2014.DELIVERED IN DXF FORMAT: KM-WESTRIDGE_BATHYMETRY_CHART.dxfPROJECTION: NAD83 UTM ZONE 10, CHART DATUM.

2. GEOPHYSICS DATA FROM GOLDER ASSOCIATES LTD.'S MAY 13, 2016 REPORT TITLEDGEOPHYSICAL INVESTIGATION, REPORT FOR SUPPLEMENTAL OFFSHORE GEOTECHNICALINVESTIGATION.

KEY STRATIGRAPHIC UNITS

INFERRED STRATIGRAPHIC BOUNDARY

ORGANIC SILT (OL)

GRAVEL - WELLGRADED (GW)

SAND - WELLGRADED (SW)CLAY (CH)

TEST HOLE RECORD SHOWING SOIL CONDITIONS(FOR DETAILED GEOTECHNICAL INFORMATION, REFER TO TEST HOLE RECORDS)

* VARIOUS COMBINATIONS OF THE ABOVE SYMBOLS HAVE BEEN USED TO REPRESENT TRANSITIONALMATERIALS OR RANGES OF MATERIALS WITHIN A STRATUM.

SAND - POORLYGRADED (SP)

GRAVEL - POORLYGRADED (GP)

PEAT (PT)

SILTY GRAVEL (GM)

SILTY SAND (SM)

qt (MPa)0

2346

6

71

N-v

alue

DENOTES STANDARD PENETRATION TESTBLOW COUNT (BLOWS/0.3m)

BH15-01o/s -36.96

DENOTES PERPENDICULAR DISTANCE FROMTEST HOLE TO SECTION LINE IN METRES

DENOTES TEST HOLE TYPE,INVESTIGATION YEAR AND ID NUMBER

DENOTES CONE PENETRATION TESTTIP RESISTANCE (MPa)

ORGANIC SILT (OH)

SILTY CLAY (CL)

CLAYEY SAND (SC)SILTY CLAY (CI)

?

LEGEND

2 4 6 8 10

CLAYEY SILT ORSILT (ML)

CLAYEY SILT (MH)

CLAYEY GRAVEL (GC) ABBREVIATIONSLL - LIQUID LIMITPL - PLASTIC LIMITPI - PLASTICITY INDEX- - DUAL SYMBOL/ - BORDERLINE SYMBOLWR - WEIGHT OF DRILL RODS

TILL SURFACE INFERRED FROMGEOPHYSICAL SURVEY RESULTS

UNIT 1 - CLAYEY SILT TO CLAY

UNIT 2 - SANDY GRAVEL TO SANDY SILTY CLAY, WITH COBBLES

UNIT 3 - SAND, SOME GRAVEL TO GRAVELLY

UNIT 4 - SILTY SAND TO SANDY GRAVEL, WITH COBBLES, BOULDERS AND SUB-LAYERS OF SANDY SILT TO SILTY CLAY

UNIT 5 - GRAVELLY SILTY SAND TO SAND AND SILT, WITH COBBLES AND BOULDERS

UNIT 6 - GLACIAL TILL / TILL-LIKE DEPOSIT

UNIT 7 - BEDROCK / POSSIBLE BEDROCK

A2-2

SCALE 1:500 SECTION A-A'

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+200 0+300 0+400

SH15-01o/s -1.78

SH15-02o/s 0.64

SH15-02Ao/s -2.76

SCPT15-02o/s -1.98

SCPT15-02Ao/s -3.05

SCPT15-13o/s -8.29

BH14-01o/s -5.18 BH14-03o/s 1.94CPT14-03o/s -0.26 SCPT14-10

o/s -3.04qt (MPa)0 2 4 6 8 10 qt (MPa)

0 2 4 6 8 10

BH15-03o/s -11.47

BH15-13o/s -9.44

SH15-03o/s -8.65

SH15-03Ao/s -8.04

SH15-12o/s 10.56

N-v

alue

WR

42

89>100

>100>100

95

PL (%

)

27

20

11

LL (%

)

45

28

14

PI (%

)

18

8

3

PL (%

)

29

30

29

14

11

PI (%

)

19

23

22

7

3

?? ? ? ? ? ?

??

?? ?

? ??

??

??

??

?

?? ? ? ?

?

?DRILLED OUT

????

?

?

??

??

??

??

??

??

??

?????

??

???????? ? ? ?

? ? ?NO DATA

NO DATA

NO DATA

? ? ? ?

MH/CH

MH/CH

ML/CI

SP-SMML

SM/GM

SM/ML

SP

ML/SM

SM/ML

SP

SP

MH/CH

CI/CL

SC/SMSW/SM

SM/ML

CI/CL

SP/SMSM

0 2 4 6 8 10 qt (MPa)0246810

qt (MPa)0246810N

-val

ue

WRWRWRWRWRWRWR

WRWRWRWRWRWRWR

WR

4

WR

WR

WR

WR

35

N-v

alue

WR

50/102 mm50/76 mm>100

PL (%

)

36

30

32

34

32

28

32

38

29

30

32

LL (%

)

59

60

56

62

56

45

53

57

48

44

53

PI (%

)

23

30

24

28

24

17

21

19

19

14

21

PL (%

)

20

36

2731

31

25

LL (%

)

32

68

5341

49

39

PI (%

)

12

32

2610

18

14

ML

CI

MH

ML

ML/CI

SW-SMSM/ML

SM/ML

ML/CI

ML/CI

CI/CL

SM/ML

SM/ML

ML/CI

CI/CL

SM/ML

SM/ML

SM/ML

SM/ML

SMSM

MH/CH

CI

SM/ML

SM/ML

SP/SM

MLSM/ML

N-v

alue

WR

9

68>100

>100

89

PL (%

)

31

26

28

13

LL (%

)

61

54

51

NP

17

PI (%

)30

28

23

4

PL (%

)

26

27

23

17

LL (%

)

57

53

47

28

PI (%

)

31

26

24

11

PL (%

)

16

18

LL (%

)

25

27

PI (%

)

9

9

LL (%

)

48

53

51

21

14

PL (%

)

26

17

LL (%

)

48

30

PI (%

)

22

13

PL (%

)

27

2722

LL (%

)

40

4431

PI (%

)

13

179

MH

MH

MH

ML/MH

ML

ML/MH

SP/ML

?

ML/CH

SP/SM

ML/CH

SC/SM

SM/ML

33 58 25

28 51 23

DR

ILLE

D O

UT


SEE NOTE 5

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

Path

: \\g

olde

r.gds

\gal

\bur

naby

\CAD

-GIS

\Clie

nt\K

inde

r_M

orga

n\W

estri

dge_

Term

inal

_Bur

naby

\99_

PRO

JEC

TS\1

4033

37\0

2_PR

OD

UC

TIO

N\1

5000

\DW

G\

| Fi

le N

ame:

140

3337

-150

00-0

04 S

ECTI

ON

B-B

'.dw

g

025

mm

IF T

HIS

MEA

SUR

EMEN

T D

OES

NO

T M

ATC

H W

HAT

IS S

HO

WN

, TH

E SH

EET

SIZE

HAS

BEE

N M

OD

IFIE

D F

RO

M: A

NSI

B

1403337PHASE15000

FIGURE

4-20

2016-12-08

J. YOUNG

L. TSE

L. TSE

J. JI



INFERRED STRATIGRAPHIC SECTION B-B'

0

SCALE

10 20

METRES

B2-2

SCALE 1:500 SECTION B-B'

NOTES





REFERENCES





ORGANIC SILT (OL)







PEAT (PT)

SILTY GRAVEL (GM)

SILTY SAND (SM)

qt (MPa)0

2346

6

71

N-v

alue


BH15-01o/s -36.96




ORGANIC SILT (OH)

SILTY CLAY (CL)


?

LEGEND

2 4 6 8 10


CLAYEY SILT (MH)










? ? ? ?

?

?

?

?

?

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+200 0+300 0+340

check the elevations on some of the stick logs

SH15-15o/s 11.79

SCPT15-15o/s 15.48

BH14-09o/s -2.25

BH14-11o/s 2.31

SCPT14-10o/s 2.11

qt (MPa)0246810

N-v

alue

13

1126124479100/102 mm150/76 mm150/76 mm100/76 mm75/25 mm50/76 mm100/152 mm50/76 mm60/152 mm

6150/76 mm

PL (%

)

121321

17

19

LL (%

)

151728

NP

29

25

PI (%

)

347

12

6

PL (%

)

35

26

22

25

22

35

25

LL (%

)

53

55

37

48

37

58

39

PI (%

)

18

29

15

23

15

23

14

BH15-03o/s -14.23

SH15-03o/s -16.47

SH15-03Ao/s -18.37

SH15-16o/s 18.94

BH15-08o/s 5.04

BH15-09o/s 5.73

SH15-09/SH108o/s 3.36

N-v

alue

2455

85

96

>100

85

PI (%

)

18

8

3

PL (%

)

26

36

32

28

24

LL (%

)

34

67

59

49

51

PI (%

)

8

31

27

21

27

PL (%

)

20

17

11

LL (%

)

24

26

13

PI (%

)

4

9

2

PL (%

)

17

LL (%

)

NP

23

PI (%

)

6

PL (%

)

16

12

20

12

15

LL (%

)

20

NP

17

26NP

21

30

PI (%

)

4

5

6

9

15

N-v

alue

WR

WR

WR

7

73

PL (%

)

2119

LL (%

)

3833

PI (%

)

1714

N-v

alue

WR

9

68>100

>100

89

PL (%

)

27

20

11

LL (%

)

45

28

14

PL (%

)

26

17

LL (%

)

48

30

PI (%

)

22

13

SH15-08o/s 6.91

?

?

?

?

?

?

?

???

?

?

?

?

?

?

?

?

?

?

??

??

??

?

?

??

?? ?

?

?

??

?? ?

PL (%

)

1811

35

2012

21

LL (%

)

NP

3314

63

3620

39

PI (%

)

153

28

168

18

NO DATA

NO DATA

SM/GM

GP

SM/ML

CL-ML

SM

CL/CL-ML

CL/SP

ML

MH

ML/CI

GP-GM

MH/CH

CICI

SM/ML

SP/SM

ML/CI

ML/CI

CI/CL

SM/ML

SM/ML

ML/CH

MH/CH

CI/CHCI/CH

SM

SW/SM

GP/SW

SP/SM

SP-SM

SP

SM/ML

SM/ML

CL/SC

SM/ML

SM/ML

SM/ML

SM

SC/SM

GM/SM

CL/ML

SM/ML

SMSM/MLSM/ML

SM

SM/ML

MLSM

SP/SM

SC/ML

ML/CI

CI/CL

SM/ML

SM/ML

SM/ML

SM/ML

SMSM

SM/ML

CI/SC

SM/ML

SM/MLML/CL

SM/MLSM

MH/CI

CL/SM

CI

qt (MPa)0 2 4 6 8 10

N-v

alue

WRWRWRWRWRWR1

15

>100

>100

>100

67

?


SEE NOTE 5

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

Path

: \\g

olde

r.gds

\gal

\bur

naby

\CAD

-GIS

\Clie

nt\K

inde

r_M

orga

n\W

estri

dge_

Term

inal

_Bur

naby

\99_

PRO

JEC

TS\1

4033

37\0

2_PR

OD

UC

TIO

N\1

5000

\DW

G\

| Fi

le N

ame:

140

3337

-150

00-0

04 S

ECTI

ON

C-C

'.dw

g

025

mm

IF T

HIS

MEA

SUR

EMEN

T D

OES

NO

T M

ATC

H W

HAT

IS S

HO

WN

, TH

E SH

EET

SIZE

HAS

BEE

N M

OD

IFIE

D F

RO

M: A

NSI

B

1403337PHASE15000

FIGURE

4-30

2016-12-08

S. REDDY

L. TSE

L. TSE

J. JI



INFERRED STRATIGRAPHIC SECTION C-C'

0

SCALE

10 20

METRES

NOTES





REFERENCES





ORGANIC SILT (OL)







PEAT (PT)

SILTY GRAVEL (GM)

SILTY SAND (SM)

qt (MPa)0

2346

6

71

N-v

alue


BH15-01o/s -36.96




ORGANIC SILT (OH)

SILTY CLAY (CL)


?

LEGEND

2 4 6 8 10


CLAYEY SILT (MH)










C2-2

SCALE 1:500 SECTION C-C'

??

??

??

?

??? ? ?

??

? ? ?? ?

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+120

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+120

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+120

check the elevations on some of the stick logs

BH14-05o/s 1.29

ML

MH

ML/MH

MH

ML/MH

SM/ML

Sam

ple

PL (%

)

35

36

32

LL (%

)

60

74

52

PI (%

)

25

38

20

SH15-14o/s -0.30

MH/CH

SW-SM

ML/CI

CI

CICI/ML

SM/GM

SM/ML

SP/SM

SM

PL (%

)

30

29

24

24

LL (%

)

53

53

42

48

PI (%

)

23

24

18

24

SH15-10o/s -1.02

MH/CH

MH/CH

CI

SM

ML/SM

SM

ML/SM

SP-SMML

SH15-11o/s -1.36

MH/CI

MH/CH

CISM

SM

SM/ML

SC/SM

ML

SM/MLSP/SM

SM/ML

SCPT15-11/11Ao/s -2.46

qt (MPa)0 2 4 6 8 10PL

(%)

27

27

27

20

1113

LL (%

)

49

58

49

34

1421

PI (%

)

22

31

22

14

38

BH15-17o/s 5.77

MH/CH

BH15-17Bo/s 10.53

BH15-17Co/s 7.10

CI

SC/GC

SM

BH15-18o/s -1.81

BH15-18Bo/s -0.28

SH15-05o/s -2.54

ML/CI

CI

SM

SM/ML

SCPT15-17o/s 7.38

SCPT15-18o/s 0.64

qt (MPa)0 2 4 6 8 10PL

(%)

23

27

32

25

41

LL (%

)

50

44

59

47

76

PI (%

)

27

17

27

22

35

qt (MPa)0 2 4 6 8 10

PL (%

)

26

LL (%

)

54

PI (%

)

28

PL (%

)

24

LL (%

)

41

PI (%

)

17

PL (%

)

23

25

25

23

23

LL (%

)

39

39

47

39

40PI

(%)

16

14

22

16

17

PL (%

)

30

LL (%

)

56

PI (%

)

26

? ? ? ? ??

?? ?

??

??

??

?? ?

??

??

??

??

PL (%

)

27

30

27

24

20

LL (%

)

49

55

46

44

31

PI (%

)

22

25

19

20

11

N-v

alue

WR

50/51 mm65/76 mm63/51 mm

60/51 mm

60/76 mm

N-v

alue

WR>50

68>100

PL (%

)

22

11

LL (%

)

47

15

PI (%

)

25

4

N-v

alue

WR

4195

97

>100

81

MH/CH

ML/CH

CI

ML/CH

MH/CH

ML/CH

GP/SW

SM/ML


EXISTING SEABED SURFACE EXISTING SEABED SURFACE

SEE NOTE 5 SEE NOTE 5

SEE NOTE 5

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

Path

: \\g

olde

r.gds

\gal

\bur

naby

\CAD

-GIS

\Clie

nt\K

inde

r_M

orga

n\W

estri

dge_

Term

inal

_Bur

naby

\99_

PRO

JEC

TS\1

4033

37\0

2_PR

OD

UC

TIO

N\1

5000

\DW

G\

| Fi

le N

ame:

140

3337

-150

00-0

04 S

ECTI

ON

D-D

'.dw

g

025

mm

IF T

HIS

MEA

SUR

EMEN

T D

OES

NO

T M

ATC

H W

HAT

IS S

HO

WN

, TH

E SH

EET

SIZE

HAS

BEE

N M

OD

IFIE

D F

RO

M: A

NSI

B

1403337PHASE15000

FIGURE

4-40

2016-12-08

S. REDDY

L. TSE

L. TSE

J. JI



INFERRED STRATIGRAPHIC SECTIONS D-D', E-E' AND F-F'

0

SCALE

10 20

METRES

NOTES





REFERENCES





ORGANIC SILT (OL)







PEAT (PT)

SILTY GRAVEL (GM)

SILTY SAND (SM)

qt (MPa)0

2346

6

71

N-v

alue


BH15-01o/s -36.96




ORGANIC SILT (OH)

SILTY CLAY (CL)


?

LEGEND

2 4 6 8 10


CLAYEY SILT (MH)










E2-2

SCALE 1:500 SECTION E-E'D2-2

SCALE 1:500 SECTION D-D' F2-2

SCALE 1:500 SECTION F-F'

?

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

ELEV

ATIO

N -

CH

ART

DAT

UM

(m)

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

-90

-80

-70

-60

-50

-40

-30

-20

-10

0

0+000 0+100 0+200 0+300 0+400 0+5000+500

BH15-13o/s 15.38

BH15-18o/s -6.39

BH15-18Bo/s -7.59

SH15-10o/s -19.13

MH/CH

MH/CH

CI

SM

ML/SM

SM

ML/SM

SP-SMML

SH15-15o/s 7.73

SCPT15-13o/s 13.62

SCPT15-15o/s 8.97

SCPT15-18o/s -2.60BH14-03

o/s -5.55 BH14-11o/s 2.66

ML

MH

ML/CI

GP-GM

CPT14-03o/s -8.92 CPT14-14

o/s -11.11qt (MPa)0246810 qt (MPa)

0 2 4 6 8 10 qt (MPa)0 2 4 6 8 10

qt (MPa)0246810 qt (MPa)

0 2 4 6 8 10N-va

lue

WR

WR

WR

7

73

PL (%

)

35

26

22

25

22

35

25

LL (%

)

53

55

37

48

37

58

39

PI (%

)

18

29

15

23

15

23

14

SH15-04o/s -2.65

N-v

alue

WR

42

89>100

>100>100

95

PL (%

)

26

LL (%

)

54

PI (%

)

28

PL (%

)

24

LL (%

)

41

PI (%

)

17

PL (%

)

2119

LL (%

)

3833

PI (%

)

1714

? ? ?? ? ?

??

??

? ?? ? ?

? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ?

??

??

? ? ? ?

? ? ? ? ? ? ??

DRILLED OUT

??

? ????????

? ? ??

DRILLED OUT

NO DATA

NO DATANO DATA

ML

CI

MH

ML

ML/CI

SW-SMSM/ML

SM/ML

N-v

alue

WR

50/102 mm50/76 mm>100

NO DATA

NO DATA

DATA GAP

N-v

alue

WR

4195

97

>100

81

PL (%

)

26

19

13

LL (%

)

55

34

18

PI (%

)

29

15

5

MH/CH

CISM

SM

SM/GM

SM/ML

SC/CL-ML

PL (%

)

27

30

27

24

20

LL (%

)

49

55

46

44

31

PI (%

)

22

25

19

20

11

PL (%

)

20

36

2731

31

25

LL (%

)

32

68

5341

49

39

PI (%

)

12

32

2610

18

14

PL (%

)

29

30

29

14

11

LL (%

)

48

53

51

21

14

PI (%

)

19

23

22

7

3

MH/CH

CICI

SM/ML

SP/SM

ML/CH

SP/SM

ML/CH

SC/SM

SM/ML

ML/CH

MH/CH

ML/CH

GP/SW

SM/ML

33 58 25

28 51 23


SEE NOTE 5

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

Path

: \\g

olde

r.gds

\gal

\bur

naby

\CAD

-GIS

\Clie

nt\K

inde

r_M

orga

n\W

estri

dge_

Term

inal

_Bur

naby

\99_

PRO

JEC

TS\1

4033

37\0

2_PR

OD

UC

TIO

N\1

5000

\DW

G\

| Fi

le N

ame:

140

3337

-150

00-0

04 S

ECTI

ON

G-G

'.dw

g

025

mm

IF T

HIS

MEA

SUR

EMEN

T D

OES

NO

T M

ATC

H W

HAT

IS S

HO

WN

, TH

E SH

EET

SIZE

HAS

BEE

N M

OD

IFIE

D F

RO

M: A

NSI

B

1403337PHASE15000

FIGURE

4-50

2016-12-08

S. REDDY

L. TSE

L. TSE

J. JI



INFERRED STRATIGRAPHIC SECTION G-G' 0

SCALE

10 20

METRES

NOTES





REFERENCES





ORGANIC SILT (OL)







PEAT (PT)

SILTY GRAVEL (GM)

SILTY SAND (SM)

qt (MPa)0

2346

6

71

N-v

alue


BH15-01o/s -36.96




ORGANIC SILT (OH)

SILTY CLAY (CL)


?

LEGEND

2 4 6 8 10


CLAYEY SILT (MH)










G2-2

SCALE 1:500 SECTION G-G'

SUMMARY OF LABORATORY INDEX TESTS FOR OFFSHORE AREA

Boring No.

Top Depth

(m)

Blow Count8

(bpf) USCS Geologic Group2

Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4

Plasticity Index (%)4

Non-plastic7

BH14-01 1.5 0 MH FG MARINE 66.8BH14-01 3.0 0 MH FG MARINE 63.7 59 36 23BH14-01 6.1 0 MH FG MARINE 63.9 83.4 60 30 30BH14-01 7.6 0 MH FG MARINE 63.8BH14-01 10.7 0 MH FG MARINE 57.5 56 32 24BH14-01 16.8 0 MH FG MARINE 60.9 62 34 28BH14-01 18.3 0 MH FG MARINE 57.5BH14-01 19.8 0 MH FG MARINE 53.1 0.1 12.1 87.8 56 32 24BH14-01 22.9 0 ML FG MARINE 44.5 45 28 17BH14-01 24.4 0 ML FG MARINE 45.5BH14-01 27.4 0 ML FG MARINE 47.6 0.0 4.6 95.4 53 32 21BH14-01 30.5 4 ML FG MARINE 54.0BH14-01 37.2 0 ML FG MARINE 55.0 57 38 19BH14-01 42.7 0 ML FG MARINE 44.1 97.3 48 29 19BH14-01 45.7 ML CG MARINE 32.0 9.4 28.4 62.2 44 30 14BH14-01 48.8 0 ML FG MARINE 50.0BH14-01 54.9 0 ML FG MARINE 33.7 1.0 8.6 90.4 53 32 21BH14-01 57.9 35 SP Basal MARINE 16.0 1.0 60.4 38.6BH14-03 0.0 0 ML FG MARINE 72.2BH14-03 2.1 CL FG MARINE 69.7 32 20 12BH14-03 6.7 MH FG MARINE 78.2 94.0 68 36 32BH14-03 19.5 ML FG MARINE 53.5 0.0 10.4 89.6 53 27 26BH14-03 19.7 ML FG MARINE 51.1 41 31 10BH14-03 27.4 ML FG MARINE 47.9 90.9 49 31 18BH14-03 36.6 ML FG MARINE 37.3 39 25 14BH14-03 41.1 50/102mm SW-SM TILL 8.7 24.1 49.5 26.4BH14-03 42.7 50/76mm SM-ML TILL 11.6 2.5 55.7 41.8BH14-03 44.2 >100 SM-ML TILL 8.4 14.0 48.1 37.9BH14-05 3.0 MH FG MARINE 56.6 60 35 25BH14-05 7.6 ML FG MARINE 70.5 90.4 74 36 38BH14-05 26.5 MH FG MARINE 49.9 52 32 20BH14-05 55.0 SM-ML TILL 11.0 23.6 63.3 13.1BH14-05 57.9 SM-ML TILL 8.3 4.8 55.3 39.9BH14-11 2.4 MH FG MARINE 54.9 0.0 16.6 83.4 53 35 18BH14-11 5.8 MH FG MARINE 53.7 80.8 55 26 29BH14-11 9.1 MH FG MARINE 47.5 0.0 10.8 89.2 37 22 15BH14-11 15.2 MH FG MARINE 53.2 91.0 48 25 23BH14-11 22.9 MH FG MARINE 46.9 0.0 4.3 95.7 37 22 15BH14-11 26.7 MH FG MARINE 58.8 58 35 23BH14-11 32.0 7 CL-ML FG MARINE 40.0 39 25 14BH14-11 33.8 73 GP-GM Basal MARINE 12.4 58.3 23.6 18.1BH14-12 2.4 MH FG MARINE 77.4 67 36 31BH14-12 6.1 MH FG MARINE 61.7 0.3 14.8 84.9 61 29 32BH14-12 16.5 MH FG MARINE 66.2 69 36 33BH14-12 46.0 MH FG MARINE 57.4 64 31 33BH14-12 50.3 49 SW-SM Basal MARINE 11.4 30.3 47.0 22.7BH14-12 51.8 57 GM-SM TILL 6.9 36.0 43.0 21.0BH14-12 57.0 60/127mm GM-SM TILL 4.0 47.7 31.7 20.6BH14-16 0.0 0 MH FG MARINE 58.5 60 32 28BH14-16 2.3 MH FG MARINE 74.6 56 32 24BH14-16 29.0 CL-ML FG MARINE 38.3 37 24 13

Table B-1

offshorelabsum 1‐30‐17‐1/30/2017‐maa Page 1 of 6 21-1-22307-201


Boring No.

Top Depth

(m)

Blow Count8


Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4


Non-plastic7

Table B-1

BH14-16 31.7 50/102mm GP-GM TILL 60.5 31.6 7.9BH15-03 0.0 0 CL-ML FG MARINE 43.9BH15-03 18.3 CL-ML FG MARINE 39.3 0.0 5.3 94.7 45 27 18BH15-03 23.0 CL Basal MARINE 25.5 11.1 42.9 46.0 28 20 8BH15-03 25.0 SM-ML Basal MARINE 10.1 22.9 44.5 32.6 14 11 3BH15-03 30.5 >100 SM-ML TILL 11.6 7.8 57.8 34.4BH15-03 32.3 89 SM-ML TILL 8.8BH15-08 2.4 0 SM-ML CG MARINE 36.7 0.5 56.8 42.7 24 20 4BH15-08 3.8 0 SM-ML CG MARINE 34.1BH15-08 5.1 SM-ML CG MARINE 28.7BH15-08 6.4 0 CL CG MARINE 36.1 11.8 40.6 47.6 26 17 9BH15-08 7.1 CL CG MARINE 19.2 12.5 73.9 13.6BH15-08 9.0 15 SM-ML Basal MARINE 10.3 10.7 52.3 37.0 13 11 2BH15-08 10.6 SM-ML TILL 9.7 14.6 47.7 37.7BH15-08 13.7 >100 SM-ML WEATHERED ROCK 14.6BH15-09 0.1 SM CG MARINE 13.8 13.4 73.3 13.3BH15-09 4.0 24 SC Basal MARINE 10.0 25.1 53.7 21.2BH15-09 5.6 SC Basal MARINE 4.2BH15-09 7.5 GM-SM TILL 9.7 36.7 33.5 29.8 NPBH15-09 12.0 CL-ML GLACIAL SILT 19.5 9.1 23.9 67.0 23 17 6BH15-09 13.7 SM-ML TILL 18.5 1.6 56.0 42.4BH15-13 13.4 CL-ML FG MARINE 50.8 0.0 13.0 87.0 48 29 19BH15-13 13.7 CL-ML FG MARINE 50.8 94.3 58 33 25BH15-13 24.1 CL-ML FG MARINE 47.0 0.0 5.5 94.5 51 28 23BH15-13 24.4 CL-ML FG MARINE 50.3 0.0 6.8 93.2 53 30 23BH15-13 28.8 CL-ML FG MARINE 51.4 0.0 4.1 95.9 51 29 22BH15-13 33.4 SM Basal MARINE 17.7 17.3 36.0 46.7 21 14 7BH15-13 35.1 89 SM Basal MARINE 12.6 15.6 43.3 41.1 14 11 3BH15-13 38.1 >100 SM-ML TILL 10.6 19.9 53.4 26.7BH15-13 41.1 SM-ML TILL 10.7BH15-17 12.2 MH FG MARINE 66.3 91.3 56 30 26

BH15-17B 18.5 CL-ML FG MARINE 47.1 0.7 7.9 91.4 50 23 27BH15-17B 24.3 CL-ML FG MARINE 48.4 0.0 3.8 96.2 44 27 17BH15-17B 30.7 CL-ML FG MARINE 51.9 98.6 59 32 27BH15-17B 35.1 CL FG MARINE 47.3 99.0 47 25 22BH15-17B 41.1 CL FG MARINE 46.7 0.1 7.5 92.4 76 41 35BH15-17C 42.7 0 CL FG MARINE 49.7 0.3 2.4 97.3 47 22 25BH15-17C 46.3 68 SC Basal MARINE 9.1 27.7 43.9 28.4 15 11 4BH15-17C 47.8 SM TILL 10.7 24.7 46.3 29.0BH15-18 9.9 MH FG MARINE 53.2 54 26 28BH15-18 39.7 SW Basal MARINE 6.5 47.5 44.3 8.2BH15-18 44.1 SM-ML TILL 7.3 11.2 58.4 30.4

BH15-18B 35.1 CL-ML FG MARINE 42.7 0.6 2.6 96.8 41 24 17SH15-01 0.8 MH FG MARINE 60.0SH15-01 6.9 MH FG MARINE 67.1 61 31 30SH15-01 12.6 MH FG MARINE 87.5SH15-01 16.9 MH FG MARINE 58.3 92.5SH15-01 28.7 MH FG MARINE 50.0 54 26 28SH15-01 41.1 MH FG MARINE 47.7SH15-01 54.6 MH FG MARINE 49.6 0.0 1.1 98.9 51 28 23SH15-01 55.5 CL-ML FG MARINE 20.4 0.0 10.3 89.7



Boring No.

Top Depth

(m)

Blow Count8


Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4


Non-plastic7

Table B-1

SH15-01 55.6 CL-ML FG MARINE 7.1SH15-01 56.8 CL-ML FG MARINE 19.5 0.5 42.7 56.8 NPSH15-01 59.1 SP Basal MARINE 20.2 12.5SH15-01 61.2 SP Basal MARINE 14.3 17 13 4SH15-01 62.0 ML Basal MARINE 7.4 29.0 50.6 20.4SH15-01 66.8 SM-ML TILL 7.9 7.2 52.5 40.3SH15-01 71.8 SP TILL 13.5SH15-01 73.8 SM-ML TILL 15.6 4.4 18.4 77.2SH15-01 75.0 SM-ML TILL 7.0SH15-01 76.4 SM-ML TILL 16.7SH15-01 78.6 SM-ML TILL 12.6 3.9 64.8 31.3SH15-01 79.4 SM-ML TILL 16.1 4.3 52.2 43.5SH15-01 81.7 SP TILL 10.8 8.2 87.5 4.3SH15-01 82.1 SP TILL 7.6 24.7 44.1 31.2SH15-01 84.0 SP TILL 14.7 1.4SH15-02 4.9 MH FG MARINE 62.4SH15-02 14.3 MH FG MARINE 60.0 57 26 31SH15-02 29.0 MH FG MARINE 47.2SH15-02 39.9 MH FG MARINE 48.6 53 27 26SH15-02 46.4 CL CG MARINE 26.7 39.9 14.5 45.6SH15-02 47.3 CL CG MARINE 42.0 47 23 24SH15-02 48.6 CL CG MARINE 46.6 0.0 11.9 88.1SH15-02 52.1 CL CG MARINE 20.5 11.4 17.4 71.2 28 17 11SH15-02 56.8 SW-SM Basal MARINE 12.2 5.4 83.6 11.0SH15-02 59.5 SM-ML TILL 9.2 4.5 59.1 36.4SH15-02 63.5 SM-ML TILL 9.9

SH15-02A 50.7 CL FG MARINE 26.9 3.8 18.6 77.6 25 16 9SH15-02A 53.0 CL FG MARINE 28.8 2.0 11.1 86.9 27 18 9SH15-03 4.7 CL-ML FG MARINE 58.9SH15-03 13.9 CL-ML FG MARINE 51.8 48 26 22SH15-03 22.3 CL FG MARINE 31.0 2.2 20.3 77.5 30 17 13SH15-03 23.8 SM-ML Basal MARINE 7.9 25.6 40.8 33.6SH15-03 28.1 SM-ML TILL 8.1SH15-03 30.3 SM-ML TILL 7.9 16.1 54.6 29.3

SH15-03A 33.1 SM TILL 9.5 21.2 57.8 21.0SH15-04 5.8 CL-ML FG MARINE 63.6SH15-04 13.6 CL-ML FG MARINE 66.5 55 26 29SH15-04 26.6 CL-ML FG MARINE 61.5SH15-04 34.6 CL FG MARINE 40.0 1.2 15.1 83.7 34 19 15SH15-04 35.1 SM Basal MARINE 10.4 21.2 49.1 29.7SH15-04 39.0 SM TILL 7.8 15.7 53.0 31.3SH15-04 50.3 SM TILL 10.2 24.1 49.3 26.6SH15-04 53.2 GM-SM TILL 10.2 11.8 61.2 27.0SH15-04 57.9 GM-SM TILL 10.0 24.7 63.9 11.4SH15-04 58.8 SM-ML TILL 21.7 71.1SH15-04 63.9 CL-ML TILL 10.3 17.1 44.9 38.0 18 13 5SH15-05 4.6 CL-ML FG MARINE 49.7 39 23 16SH15-05 6.9 CL-ML FG MARINE 64.9SH15-05 19.5 CL-ML FG MARINE 47.5 39 25 14SH15-05 26.8 CL-ML FG MARINE 33.3 0.0 2.2 97.8 47 25 22SH15-05 34.1 CL-ML FG MARINE 49.2



Boring No.

Top Depth

(m)

Blow Count8


Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4


Non-plastic7

Table B-1

SH15-05 36.9 CL FG MARINE 42.1 39 23 16SH15-05 42.1 CL FG MARINE 35.3 2.0 11.7 86.3 40 23 17SH15-05 43.3 SM-ML TILL 7.9 16.6 46.4 37.0SH15-05 49.1 SM-ML TILL 8.9SH15-05 54.1 SM-ML TILL 8.5 20.3 50.3 29.4SH15-05 60.1 SM-ML TILL 8.3 22.1 45.0 32.9SH15-06 1.5 MH FG MARINE 58.1SH15-06 6.2 MH FG MARINE 72.1 58 33 25SH15-06 11.1 MH FG MARINE 58.2 49 30 19SH15-06 19.4 MH FG MARINE 49.1SH15-06 27.0 MH FG MARINE 58.2SH15-06 32.6 MH FG MARINE 42.1 0.0 5.7 94.3 52 28 24SH15-06 33.3 CL FG MARINE 34.5 97.5 44 25 19SH15-06 34.7 CL FG MARINE 32.8 3.2 19.2 77.6SH15-06 34.9 SC TILL 8.9 36.5 46.6 16.9SH15-06 38.3 SM TILL 6.2 25.1 43.0 31.9SH15-06 41.3 SM TILL 13.0SH15-06 46.9 SM TILL 7.8 14.8 53.3 31.9SH15-06 54.6 SP-SM TILL 10.1 28.9 63.1 8.0SH15-06 56.1 SP-SM TILL 17.1 10.4 56.6 33.0SH15-07 5.5 MH FG MARINE 69.6SH15-07 14.3 MH FG MARINE 45.6 40 29 11SH15-07 25.4 MH FG MARINE 47.2 52 30 22SH15-07 31.9 CL FG MARINE 35.9 0.0 9.9 90.1 39 21 18SH15-07 33.0 SC Basal MARINE 16.9 8.6 74.4 17.0SH15-07 35.4 SM-ML TILL 9.4 15.3 46.4 38.3SH15-07 39.2 SM-ML TILL 9.6SH15-07 42.4 SM-ML TILL 9.3 13.6 55.3 31.1SH15-07 46.6 SP TILL 9.0 3.9 86.6 9.5SH15-07 49.8 SM-ML TILL 16.2 2.5 45.3 52.2SH15-07 52.7 SP-SM WEATHERED ROCK 16.6 4.8 60.2 35.0SH15-08 0.7 SM-ML CG MARINE 25.1 0.9 71.0 28.1SH15-08 4.8 SM-ML CG MARINE 22.4 8.7 65.7 25.6 NPSH15-08 6.7 CL CG MARINE 31.0 16.2 31.2 52.6 33 18 15SH15-08 8.2 SM-ML Basal MARINE 9.6 9.5 47.3 43.2 14 11 3SH15-08 9.6 SM-ML Basal MARINE 6.6 21.8 42.7 35.5SH15-08 13.6 SM-ML WEATHERED ROCK 11.6SH15-08 14.7 SM-ML WEATHERED ROCK 13.1 1.1 69.8 29.1SH15-08 17.0 CL-ML WEATHERED ROCK 33.5 0.6 19.4 80.0 63 35 28SH15-08 17.6 CL-ML WEATHERED ROCK 42.3SH15-08 20.7 CL-ML WEATHERED ROCK 19.9 90.3 36 20 16SH15-08 22.0 CL WEATHERED ROCK 14.8 0.0 49.7 50.3 20 12 8SH15-08 23.9 CL WEATHERED ROCK 15.6 0.9 76.9 22.2SH15-08 25.0 CL WEATHERED ROCK 29.8SH15-08 26.5 CL WEATHERED ROCK 13.7 1.7 0.5 97.8 39 21 18SH15-08 28.7 CL WEATHERED ROCK 11.8SH15-10 9.2 MH FG MARINE 58.2SH15-10 17.1 MH FG MARINE 65.1 49 27 22SH15-10 28.0 MH FG MARINE 50.2SH15-10 30.8 MH FG MARINE 55.9 55 30 25SH15-10 32.0 MH FG MARINE 57.8



Boring No.

Top Depth

(m)

Blow Count8


Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4


Non-plastic7

Table B-1

SH15-10 38.6 MH FG MARINE 49.1 46 27 19SH15-10 41.6 CL FG MARINE 46.4 44 24 20SH15-10 44.2 Basal MARINE 20.5 37.0 24.4 38.6 31 20 11SH15-10 45.6 SM TILL 9.1 15.9 50.2 33.9SH15-10 50.4 SM-ML TILL 8.4 5.4 39.9 54.7SH15-10 51.5 SM-ML TILL 12.4SH15-10 54.9 SM TILL 6.8 16.4 50.9 32.7SH15-10 60.7 SM-ML TILL 8.2 6.1 43.1 50.8SH15-10 63.6 SM-ML TILL 9.6SH15-11 4.1 MH FG MARINE 50.3 49 27 22SH15-11 10.2 MH FG MARINE 58.0 58 27 31SH15-11 22.3 MH FG MARINE 50.8SH15-11 29.6 MH FG MARINE 48.9 0.6 9.7 89.7 49 27 22SH15-11 32.0 CL FG MARINE 43.4 95.3 34 20 14SH15-11 36.6 SM TILL 8.4 26.5 46.2 27.3SH15-11 37.9 SM TILL 12.1SH15-11 39.6 SM-ML TILL 9.9 10.2 62.8 27.0SH15-11 42.2 SM-ML TILL 9.8 11.4 47.6 41.0SH15-11 44.7 SC TILL 8.1SH15-11 46.3 SC TILL 10.4 24.2 43.6 32.2 14 11 3SH15-11 47.9 SC TILL 17.0 18.5 40.0 41.5 21 13 8SH15-11 48.6 ML WEATHERED ROCK 15.4 97.8SH15-11 51.8 SP-SM WEATHERED ROCK 20.3 12.5SH15-11 53.3 SM-ML WEATHERED ROCK 14.2 0.0 60.5 39.5SH15-11 54.6 SM-ML WEATHERED ROCK 9.7SH15-12 5.9 MH FG MARINE 64.4SH15-12 16.0 MH FG MARINE 58.2 40 27 13SH15-12 20.9 MH FG MARINE 47.2 44 27 17SH15-12 22.4 CL FG MARINE 38.7 0.6 17.5 81.9 31 22 9SH15-12 23.6 CL FG MARINE 29.5 7.8 30.6 61.6SH15-12 24.7 SM-ML Basal MARINE 9.1 18.3 51.4 30.3SH15-12 25.8 SM-ML Basal MARINE 10.1SH15-12 30.3 SM-ML TILL 5.3 35.3 35.5 29.2SH15-12 31.9 SM-ML TILL 11.5 18.4 69.1 12.5SH15-12 33.2 SP-SM WEATHERED ROCK 16.8 0.0 78.1 21.9SH15-12 36.1 ML WEATHERED ROCK 25.7 92.4SH15-12 37.6 SM-ML WEATHERED ROCK 32.3SH15-14 5.3 MH FG MARINE 71.0SH15-14 11.3 MH FG MARINE 65.2 53 30 23SH15-14 18.4 MH FG MARINE 58.6 53 29 24SH15-14 20.1 SW-SM CG MARINE 12.1 29.8 62.4 7.8SH15-14 21.5 CL-ML FG MARINE 54.6SH15-14 26.1 CL-ML FG MARINE 44.6 42 24 18SH15-14 32.2 CL-ML FG MARINE 46.9SH15-14 36.7 CL FG MARINE 53.3SH15-14 40.8 CL FG MARINE 33.7 1.1 7.7 91.2 48 24 24SH15-14 42.2 CL FG MARINE 41.3 10.0 16.0 74.0SH15-14 44.6 SM TILL 9.8 21.1 48.4 30.5SH15-14 47.6 SM TILL 6.8 20.3 46.1 33.6SH15-14 52.1 SM-ML TILL 9.4SH15-14 58.0 SM TILL 8.4 9.7 64.7 25.6



Boring No.

Top Depth

(m)

Blow Count8


Water Content

(%)

Gravel Content

(%)4

Sand Content

(%)4

Fines Content

(%)4

Liquid Limit (%)4

Plastic Limit (%)4


Non-plastic7

Table B-1

SH15-14 61.1 SM TILL 10.6SH15-15 5.2 MH FG MARINE 69.9SH15-15 14.6 MH FG MARINE 59.6SH15-15 27.4 MH FG MARINE 51.8SH15-15 32.3 CL FG MARINE 36.5 38 21 17SH15-15 33.3 CL Basal MARINE 19.3 27.1 14.7 58.2 33 19 14SH15-15 35.1 SM-ML TILL 7.3 15.5 48.2 36.3SH15-15 41.8 SM-ML TILL 8.1 9.9 51.8 38.3SH15-15 46.8 SM-ML TILL 6.0 39.7 47.6 12.7SH15-15 50.9 SM-ML TILL 15.8SH15-15 53.0 SP-SM TILL 11.1 0.2 83.8 16.0SH15-16 3.5 CL-ML FG MARINE 58.6 34 26 8SH15-16 6.4 MH FG MARINE 59.0SH15-16 12.3 MH FG MARINE 67.3 67 36 31SH15-16 18.6 MH FG MARINE 70.2 59 32 27SH15-16 24.5 MH FG MARINE 47.7SH15-16 33.4 MH FG MARINE 54.0SH15-16 37.6 MH FG MARINE 52.4 49 28 21SH15-16 42.5 CL FG MARINE 50.8 51 24 27SH15-16 49.5 SM TILL 8.3 22.4 57.7 19.9SH15-16 52.6 SM TILL 7.4 19.6 48.9 31.5SH15-16 56.2 SM TILL 8.3SH15-16 58.8 SM TILL 9.1SH15-16 60.7 SM TILL 7.9 14.7 58.0 27.3SH15-16 64.6 GW TILL 4.6 69.7 26.9 3.4SH15-16 66.3 SP-SM TILL 11.3SH15-16 69.1 SP-SM TILL 17.2 0.7 90.3 9.0SH15-16 71.9 SP TILL 13.5 7.9 88.7 3.4SH15-16 74.4 SM-ML TILL 13.1 0.0 71.0 29.0

FG MARINE 52 1 11 89 50 28 22CG MARINE 28 13 46 42 34 21 13

Basal MARINE 12 22 46 30 20 14 6TILL 10 18 53 30 18 12 5

GLACIAL SILT 20 9 24 67 23 17 6WEATHERED ROCK 20 1 52 56 40 22 18

FG MARINE 136 35 35 49 92 92 92CG MARINE 15 12 12 12 6 6 6

Basal MARINE 25 21 21 22 10 10 10TILL 87 66 66 68 3 3 3

GLACIAL SILT 1 1 1 1 1 1 1WEATHERED ROCK 19 8 8 12 4 4 4

NOTES:1. Data was obtained from geotechnical report prepared by Golder Associates (23 December 2016). 2. Geologic groups were estimated based on descriptions on the boring logs and subsurface profile comparisons.

4. See grain size and Atterberg Limits plots in Figures A-1 through A-12 for additional information. 5. Abbreviations: bpf = blows per foot or blows per 305 mm; NP = nonplastic; USCS = Unified Soil Classification System (see Note 6).6. Unified Soil Classification System group codes - see ASTM D2488.7. Nonplastic Atterberg Limit test results were not considered in the statistical summary.8. Blow Count is uncorrected value from a standard penetration test, as shown on boring logs, at or within 0.3 meters of the test depth.

3. Statistical summary (average and count) is shown below the table for each geologic group. Where * is indicated above, the data was judged , to be an outlier and was not considered in the statistical summary .

Geologic Group

Average3,7

Geologic Group

Count3,7STA

TIS

TIC

AL

SU

MM

AR

Y


0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8

SIZE OF MESH OPENING IN INCHES

NOTE:The data above is from samples obtained from the borings located offshore, north of boring SH15-09.

FINE

GRAIN SIZE IN MILLIMETERS

300

3/8

1060

FIG. B-1

FIG

. B-1

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003

SANDFINES: SILT OR CLAY

NO. OF MESH OPENINGS PER INCH, U.S. STANDARD GRAIN SIZE IN MILLIMETERS

100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONFINE-GRAINED MARINE

DEPOSITS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

LIQUID LIMIT - LL (%)

MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH

Low plasticity inorganicclays; sandy and siltyclays

High plasticity inorganicclays

Inorganic and organic siltsand clayey silts of lowplasticity

Inorganic and organic siltsand clayey silts of highplasticity

Silty clays and clayey silts

21-1-22307-201February 2017

FIG. B-2

FIG

. B-2

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTFINE-GRAINED MARINE

DEPOSITS

0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8



FINE


300

3/8

1060

FIG. B-3

FIG

. B-3

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003



100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONCOARSE-GRAINED MARINE

DEPOSITS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110


MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH






21-1-22307-201February 2017

FIG. B-4

FIG

. B-4

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTCOARSE-GRAINED MARINE

DEPOSITS

0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8



FINE


300

3/8

1060

FIG. B-5

FIG

. B-5

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003



100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONBASAL MARINE DEPOSITS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110


MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH






21-1-22307-201February 2017

FIG. B-6

FIG

. B-6

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTBASAL MARINE DEPOSITS

0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8



FINE


300

3/8

1060

FIG. B-7

FIG

. B-7

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003



100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONTILL DEPOSITS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110


MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH






21-1-22307-201February 2017

FIG. B-8

FIG

. B-8

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTTILL DEPOSITS

0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8



FINE


300

3/8

1060

FIG. B-9

FIG

. B-9

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003



100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONGLACIAL SILT DEPOSITS

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110


MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH






21-1-22307-201February 2017

FIG. B-10

FIG

. B-10

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTGLACIAL SILT DEPOSITS

0

10

20

30

40

50

60

70

80

90

100

4 100

40

40


.001

100

90

80

70

60

50

40

30

20

10

0

.001

.008.

330 .1.2

HYDROMETER ANALYSIS

.002

2 .8



FINE


300

3/8

1060

FIG. B-11

FIG

. B-11

.002

.02

February 2017.0

2

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

GS

A_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17

20

SIEVE ANALYSIS

3/4

.006

.004

.003

COARSE MEDIUM

.68 1

COARSE FINE

4

200

.06

.004

1 1/

2

.04

.0380

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

1 .003



100

1/4

4 10 .04

603 .01

3

2

.4

12 .03

.008

6

6

COBBLES

200

GRAVEL

5/8

1/2

.01

20 .006

.08

.06

21-1-22307-201

GRAIN SIZE DISTRIBUTIONWEATHERED ROCK

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110


MH or OH

AT

T_U

NIT

22

307-

ME

TR

IC.G

PJ

SH

AN

_WIL

.GD

T 1

/30/

17


CL CH






21-1-22307-201February 2017

FIG. B-12

FIG

. B-12

CL-ML

PLA

ST

ICIT

Y I

ND

EX

- P

I (%

)

ML or OL

LEGEND

CL:

CH:

ML or OL:

MH or OH:

CL-ML:


PLASTICITY CHARTWEATHERED ROCK

0 50 100 150 200Tip Resistance, qc (bar)

0

2

4

6

8

10

12

Dep

th (m

)0 1 2 3 4 5

Side Friction, fs (bar)

0

2

4

6

8

10

12

-10 -5 0 5 10 15 20Pore Pressure, U (m)

Documents

Geotechnical Engineering Report Preliminary ...€¦ · wp2 wp3 wp4 5459903.6999 503255.9076 503272.1439 503595.2305 503398.3938 5459709.2394 5459967.8259 5459853.2482 bd berthing