appendix h: boring logs - state of · pdf fileappendix h: boring logs ... well-graded sands,...

APPENDIX H: BORING LOGS

The complete geotechnical report can be found on our FTP site:

ftp://ftp.coastal.la.gov/BA-

68%20Grand%20Liard%20Marsh%20and%20Ridge%20Restoration/Plans%20and%20Specifications/App

endicies/Appendix%20H%20-%20Boring%20Logs/

ftp://ftp.coastal.la.gov/BA-68 Grand Liard Marsh and Ridge Restoration/Plans and Specifications/Appendicies/Appendix H - Boring Logs/



Blowcount is recorded for driven samplers as the numberof blows required to advance sampler 12 inches (ordistance noted). See exploration log for hammer weightand drop.

A "P" indicates sampler pushed using the weight of thedrill rig.

NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to berepresentative of subsurface conditions at other locations or times.

Perched water observed at time ofexploration

SYMBOLS TYPICAL

KEY TO EXPLORATION LOGS

CC

CR

Groundwater observed at time ofexploration

Approximate location of soil stratachange within a geologic soil unit

Laboratory / Field Tests%FALCACPCSDSHAMCMDOCPMPPSATXUCVS

Standard Penetration Test (SPT)

Bulk or grab

Asphalt Concrete

Measured groundwater level inexploration, well, or piezometer

DESCRIPTIONSLETTER

Distinct contact between soil strata orgeologic units

Material Description Contact



TS

ADDITIONAL MATERIAL SYMBOLS

AC

Cement Concrete

Sampler Symbol Descriptions

GRAPH

Topsoil/Forest Duff/Sod

Percent finesAtterberg limitsChemical analysisLaboratory compaction testConsolidation testDirect shearHydrometer analysisMoisture contentMoisture content and dry densityOrganic contentPermeability or hydraulic conductivityPocket penetrometerSieve analysisTriaxial compressionUnconfined compressionVane shear

Piston

Crushed Rock/Quarry Spalls

Graphic Log Contact

GC

PT

OH

CH

MH

OL

ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY

GM

GP

GW

DESCRIPTIONSTYPICAL

LETTERGRAPH

(APPRECIABLE AMOUNTOF FINES)

MORE THAN 50%RETAINED ON NO.

200 SIEVE

SYMBOLSMAJOR DIVISIONS

WELL-GRADED SANDS, GRAVELLYSANDS

SP

PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTS

INORGANIC CLAYS OF HIGHPLASTICITY

(LITTLE OR NO FINES)

ORGANIC SILTS AND ORGANICSILTY CLAYS OF LOW PLASTICITY

INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS

CLAYEY SANDS, SAND - CLAYMIXTURES

SILTY SANDS, SAND - SILTMIXTURES

CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES

POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES

ML

SC

SM

NOTE: Multiple symbols are used to indicate borderline or dual soil classifications

MORE THAN 50%PASSING NO. 200

SIEVE

MORE THAN 50%OF COARSEFRACTION

PASSING NO. 4SIEVE

CLEAN SANDS

GRAVELS WITHFINES

CLEANGRAVELS

HIGHLY ORGANIC SOILS

SILTSAND

CLAYS

SILTSAND

CLAYS

SANDAND

SANDYSOILS

GRAVELAND

GRAVELLYSOILS


FINEGRAINED

SOILS

COARSEGRAINED

SOILS

SW


RETAINED ON NO.4 SIEVE

CL

WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES

POORLY-GRADED SANDS,GRAVELLY SAND

INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY

INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS

SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES


SOIL CLASSIFICATION CHART

LIQUID LIMITGREATER THAN 50

LIQUID LIMITLESS THAN 50

SANDS WITHFINES

Shelby tube

Direct-Push

FIGURE I-B1

1/WOH

15

8

7

13

14

5.5

15

18

3

16

19

11

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

OH

CH

CL

SM

Zero (0) feet top of marsh buggy deck

Mudline @ El. -0.56 feetVery soft gray organic clay with grassyvegetation

Gray organic clay(organic content = 15%)

Very soft gray clay with organic matter(FVS* = 0.035 KSF @ 10')(organic content = 7.51%)Very soft gray slightly silty clay with silt lenses(specific gravity = 2.63)(organic content = 6.2%)Very soft gray silty clay with organic matter(organic content = 6.6%)

Very soft gray very silty clay with 2" silt layerand 3" organic matter(organic content = 6.5%)Very soft gray silty clay with 2½" silt layer andsand streaks

Very soft gray silty clay with 2" silt layer(FVS* = 0.074 KSF @ 20')

Very soft gray slightly silty clay withorganic matter

Gray silty clay

Soft gray silty clay with organics and shell

Very soft gray silty clay with sand streaks andorganic matter

Soft gray silty clay with silt traces

Very soft gray silty clay with 1½" fine sandlayer and sand streaks

Gray silty fine sand with 3" clay layer

192

164

43

48

48

41

32

64

40

74

68

63

58

31

35

20

17

15

17

24

20

61

42

39

34

38

49

40

11

15

15

14

14

14

10

100

99

99

86

47

0.60

0.81

1.04

0.18

0.13

0.22

0.07

0.13

0.11

0.08

71.9

74.5

74.2

88.3

73

56.2

61.5

60.1

0.14

0.16

0.27

0.09

0.19

TotalDepth (ft)

HammerData

SystemDatum

StartChecked ByLogged By

VTDrilled

Notes:

DAS

Surface Elevation (ft)Vertical Datum

GroundwaterDepth toWater (ft)Date Measured

Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 18' 18.90"W89° 28' 38.17"

GeographicNAVD88

35.5

See Figure I-B1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.

Safety Hammer/Cathead140 (lbs) / 30 (in) Drop4.9

8/10/2010End

8/10/2010 Driller DrillingMethod Wet RotarySpecialized Environmental

Resources, LLC

NOTE: When no PI available, field vane reading corrected as 1.0 times field reading for CL/ML/SM, 0.75 for CH and 0.65 for OH with moisture content less than120%. For moisture content greater than 120%, reading corrected as 0.58 times field reading. *FVS - Shear strength from field vane test.

FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION

Sheet 1 of 2Figure I-B2

Log of Boring B-1

Project Location:

Project:

Project Number:

Grand Liard Marsh and Ridge Restoration (BA-68)Plaquemines Parish, Louisiana16715-018-00

LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-1 (continued)

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

16

9

15

10

13

10

7

16

9

17

2

10

7

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

OH

CL

CH

CL

ML

CH


Mudline @ El. -1.0 feetGray organic clay(organic content = 15.1%)

Gray organic clay with grassy vegetation(organic content = 19%)

Very soft gray organic clay(specific gravity = 2.43)(organic content = 16.4%)Very soft gray silty clay

Very soft gray clay with organic matter

Very soft gray clay with organic matter(FVS* = 0.043 KSF @ 15')

Very soft gray laminated silt and clay

Firm gray sandy silt with clay traces(FVS* = 0.038 KSF @ 20')

Gray sandy silt with clay traces

Firm gray sandy silt with 3" clay layer

Firm gray sandy silt with clay streaks

Firm gray silt with clay streaks

Firm gray silt with clay streaks

Very soft gray clay with silt streaks

Very soft gray clay

177

201

94

63

52

59

54

44

29

66

38

79

70

74

68

26

37

16

45

49

99

48

62

38

77

78

15

15

15

15

3

15

15

99

82

94

97

98

0.69

0.81

0.92

1.15

1.38

1.50

0.21

0.12

0.09

0.07

0.36

0.18

0.05

46.6

63.2

65.2

63.1

68.9

69.5

65.2

78.9

0.14

0.16

0.18

0.08

0.11

0.05

0.09

0.08

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 17' 43.25"W89° 28' 19.04"

GeographicNAVD88

35



8/17/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-2

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

18

18

17

8

13.5

13

16

21

16

22

17

15

17

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

OH

CH

CL

ML

CL

CH

SM

CL

SM


Mudline @ El. -0.65 feetGray organic clay (organic content = 16.5%)

Gray organic clay (organic content = 15.2%)

Very soft gray clay with organic matter (roots)(FVS* = 0.035 KSF @ 10')


Very soft gray silty clay with 3" silt layer(FVS* = 0.052 KSF @ 14')(specific gravity = 2.64)(organic content = 5.2%)Gray silt with organic matter and clay

Firm gray silt with clay streaks and sand

Very soft gray silty clay with two 1½" clayeysilt layers


Very soft gray clay with sand streaks andshell traces

Very soft gray clay

Very soft gray clay with sand streaks and2" sand layer

Very soft gray clay with 3½" clayey silt layer and2½" fine sand layer

Firm gray silty fine sand

Very soft gray silty clay with 1½" clayey siltlayer

Firm gray silty fine sand with two 3" clay layers

191

204

47

55

40

35

38

42

73

73

60

71

28

63

26

127

34

33

19

7

22

31

45

20

175

56

55

37

26

45

55

80

41

15

12

15

98

71

97

98

100

31

0.63

1.21

1.67

0.10

0.09

0.08

65.5

70.8

80

72.9

74.4

57.2

63.3

0.16

0.21

0.09

0.17

0.19

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 16' 56.53"W89° 28' 07.76"

GeographicNAVD88

36



8/17/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-3

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

2.5

4

10

8.5

15

2

9

11

17

21.5

23

15

14

5

1

2

3

4

5

6

7

8

9

10

11

12

13

14

CH

CL

CH

SM

SM

CH

ML

SP


Mudline @ El. +1.4 feetGray clay with silt


Very soft gray clay with organic matter and3" silt traces(organic content = 8.4%)Very soft gray slightly silty clay with organicmatter and ¾" and ½" silt layers(organic content = 6.2%)Very soft gray clay with 2" sand layer(organic content = 11.5%)

Gray silty fine sand with clay traces(FVS* = 0.144 KSF @ 15.5')

Gray silty fine sand with clay traces

Gray silty fine sand with clay traces

No sample recovererd


Gray silty fine sand with 9" clay layer(FVS* = 0.057 KSF @ 25.5')

Very soft gray clay with sand streaks and10" sand layer


Gray sand with two 1" clay layer and traces

Gray sand with 2" clay layer

44

54

56

76

65

46

37

61

36

40

21

50

46

60

66

45

81

73

15

14

15

74

27

31

38

36

40

52

0.58

0.81

0.23

0.18

0.09

73

61.1

69

0.09

0.07

0.14

0.09

0.18

0.19

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 18' 32.19"W89° 28' 39.09"

GeographicNAVD88

65.5



8/10/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-4

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

20

16

17

19

14

20

18

20

5

8

21

19

22

16

21

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

CH

CL

ML

CH

SM

CH

SM

CH

Soft gray clay with sand streaks and 3" sand layer(specific gravity = 2.64)

Soft gray slightly sandy clay with 4" sand layerand streaks

Very soft gray silty clay with sand pockets and3" sand layer

Very soft gray very sandy clay with 5" sand layer

Gray sandy silt with clay streaks

Soft gray clay with fine sand and silt streaks

Soft gray clay with sand streaks and lenses

Gray silty fine sand with clay streaks

Soft gray clay

Gray silty fine sand with clay and shell traces

Soft gray clay with fine sand streaks

Soft gray clay with sand streaks and pockets

Gray clay with silt and sand streaks

Very soft gray clay with 1" sand layerand pockets

Medium gray clay with sand pockets and streaks

59

32

64

37

49

41

63

65

64

63

56

46

58

45

24

14

41

35

56

62

51

71

45

34

67

62

87

99

80

15

15

11

13

2

15

81

90

61

94

25

22

2.42

0.16

0.23

0.43

0.41

0.15

0.16

61.7

86.4

68.8

61.4

60.6

68.3

0.21

0.17

0.39

0.36


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

-40

-45

-50

-55

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

7

4

10

8

10

10

7

5

13

8

16

14

9.5

11

9.5

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

OH

CL

ML

CL-ML

CH

ML


Mudline @ El. +1.8 feetVery soft gray organic clay with organic matter(specific gravity = 2.50)(organic content = 11.3%)Gray organic clay(organic content = 13.3%)

Very soft gray slightly organic clay(FVS* = 0.027 KSF @ 10')

Very soft gray silty clay with silt streaks,organic matter, and clayey silt layer

Very soft gray silty clay

Very soft gray silty clay with 4" sandy silt layer

Gray sandy silt with organic matter(FVS* = 0.057 KSF @ 18')


Gray sandy silt with clay streaks andorganic matter


Gray sandy silt with 6" clay layer at top


Gray clayey silt

Very soft gray clay


106

94

82

36

43

41

37

40

41

50

77

40

40

66

37

91

98

61

25

21

2

57

129

137

91

47

41

24

81

15

15

15

15

13

15

15

15

14

15

53

54

52

78

92

55

0.58

0.69

0.81

0.92

1.04

1.27

1.38

1.61

1.84

1.90

0.06

0.08

0.13

0.10

0.55

0.38

0.08

0.47

0.08

0.13

40

55.2

72.5

78.2

73.4

81.5

77.7

74.5

85.2

56.1

76.5

0.1

0.1

0.13

0.2

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 17' 30.50"W89° 28' 12.55"

GeographicNAVD88

65



8/14/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-5

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

9

5

9

4

8

10.5

14

12

8

11

16

12

17

6

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CH

CH

Very soft gray clay with sand streaks

Gray clay with sand pockets

Soft gray clay

Gray clay

Very soft gray clay

Soft gray clay

Soft gray clay with fine sandy silt lensesand streaks

Soft gray clay with 2" clayey sand layerat bottom and sand pockets

Soft gray clay

No sample recovered

Soft gray clay with 2½" fine sand layer

Soft gray clay with silt streaks and lenses

Soft gray clay with silt lenses

Soft gray clay with silt traces

Soft gray clay with silt streaks

62

59

50

57

62

70

49

55

70

70

68

60

60

63

5582

15

13

6

11

15

15

15

99

2.30

2.53

0.20

0.13

0.41

0.17

0.13

0.23

0.17

65.9

62.5

68.4

64.7

63.1

64.7

64.4

0.18

0.2

0.34

0.23

0.2

0.27

0.32

0.24

0.47


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

-40

-45

-50

-55

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

11

13

5

12

11

11

11

11

23

19

14

12

19

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

PT

CH

ML

SC

CH

ML

SM


Mudline @ El. +1.96 feetDark gray peat(organic content = 20.1%)

Gray peat

Very soft gray clay with organics(specific gravity = 2.54)(organic content = 12.3%)Firm gray sandy silt with trace organics(organic content = 3.4%)

Firm gray silt with fine sand and clay traces(FVS* = 0.105 KSF @ 13')

Firm gray silt with fine sand traces and streaks

Firm gray silt with 2" clay layer

Firm gray sandy silt with two 1½" clay layerand streaks

Firm gray clayey sand with organic matterand silt streaks

Very soft gray clay with trace organics

Very soft gray clay with trace organics(FVS* = 0.044 KSF @ 25')

Very soft gray clay with 8" sandy siltlayer and trace organics

Firm gray sandy silt with clay streaks

Firm gray fine sand with silt traces

Firm gray fine sand with silt

301

219

109

36

27

31

32

35

70

77

89

88

31

25

26

58

68

55

93

98

85

15

14

15

15

14

10

6

73

86

84

98

67

41

88

18

30

0.69

0.92

1.15

1.38

1.61

1.84

0.66

0.39

0.16

0.13

0.11

0.26

0.93

42.5

80.7

91

86.9

56.5

54.2

87.8

92.2

0.12

0.12

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 16' 46.16"W89° 28' 02.83"

GeographicNAVD88

65



8/16/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-6

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

10.5

18

16

20

21

20

18

21

5

18

18

14

11

9

21

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CH

CL

SM

CL

ML

CL

CH

Soft gray clay with sand streaks and1" fine sand layer

Soft gray clay with sand streaks and5" sand layer




Very soft gray clay with sand streaks and 3" sandlayer at top and 2" sand layer at bottom

Soft gray clay with sand streaks

Soft gray slightly sandy clay with 3"sandy silt layer

Firm gray silty sand

Medium gray sandy clay with 3" clayeysand layer


Soft gray sandy clay with fine sand streaks and4½" sandy silt layer

Soft gray slightly sandy clay with 3" silt layer



40

60

51

52

43

36

47

29

26

26

24

32

47

43

52

46

41

68

70

15

15

14

15

14

15

90

63

59

0.18

0.15

0.10

0.36

0.58

0.23

73.3

69.3

79.1

92.5

94.3

76.1

0.35

0.3

0.17

0.27

0.37

0.43


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

-40

-45

-50

-55

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

17

18

7

2

10

10

12

13

7

13

8

11

16

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

OH

PT

ML

CH

ML


Mudline @ El. +1.06 feetDark gray organic clay(organic content = 11.1%)

Dark gray organic clay

Very soft dark gray peat(FVS* = 0.021 KSF @ 11.5')(organic content = 16%)Very soft dark gray peat(specific gravity = 2.08)(organic content = 43%)Gray sandy silt with organic matter

Gray silt with clay

Gray sandy silt with 3" sand layer

Very soft gray clay with 3" silt pockets(FVS* = 0.058 KSF @ 21.5')


Very soft gray clay with silt streaksand trace organics

Gray clay with trace organics

Soft gray clay with 4" sandy silt layerand trace organics

Gray silt with 3" sandy silt layer

Gray sandy silt

Gray sandy silt with organic matter

164

206

302

429

29

26

28

27

37

89

78

74

29

26

42

89

192

192

2

56

52

62

129

320

288

24

88

85

98

14

15

13

15

15

15

83

73

65

60

59

0.63

1.12

1.24

1.35

1.47

1.70

0.04

0.23

0.11

0.12

0.14

0.09

19.8

12.8

87.9

78

70.3

49.7

54

0.12

0.15

0.19

0.16

0.05

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 18' 22.81"W89° 28' 25.89"

GeographicNAVD88

46.5



8/14/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-7

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

6.5

10

13

15

16

16

17

18

19

20

SM

CH

Gray sandy silt with 1" clay layer

Gray silty fine sand with clay streaks

Soft gray clay with silt traces and streaks



49

40

63

52

52

5480

2

15

62

482.300.11

0.10

74.3

68 0.2

0.23


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

12

10

2.5

6

8

7.5

9

14

21

21

8

8

1

2

3

4

5

6

7

8

9

10

11

12

13

14

PT

ML

SM

CL

CH


Mudline @ El. -2.74 feetGray peat(organic content = 12.8%)

Gray peat

Gray peat

Gray silt with organic matter and 1" claylayer and fine sand traces(FVS* = 0.047KSF @ 14')Gray silt with clay traces

Gray sandy silt

Gray silty sand

Gray silty sand with organic matter

Very soft gray silty clay(organic content = 7.0%)(specific gravity = 2.62)Very soft gray clay

Very soft gray clay with siltstreaks and shell(FVS* = 0.101 KSF @ 27')Very soft gray clay with silt streaksand trace organics

Gray clay

Very soft gray clay with organic matterand trace silt

385

536

115

55

32

30

37

24

47

67

75

70

71

115

120

19

46

153

158

40

78

15

15

2

15

15

93

76

30

97

100

0.81

1.15

1.50

1.73

1.96

0.14

0.40

0.44

0.10

0.18

64.6

84.7

80.2

60.2

59.2

57.9

0.06

0.07

0.22

0.13

0.12

0.11

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 17' 23.49"W89° 27' 58.30"

GeographicNAVD88

47



8/15/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-8

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

21

18.5

23

18.5

23

10

15

16

17

18

19

20






Soft gray clay with trace organics

74

71

83

83

87

77

5385

15

15

15

0.06

0.03

0.10

58.9

54

57.8

0.15

0.19

0.16

0.21

0.27


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

2

6

16

16

18

16

9

14

13

10

22

18

1

2

3

4

5

6

7

8

9

10

11

12

13

14

OH

ML

CH

SM

CH


Mudline @ El. -0.9 feetGray organic clay(organic content 33.1%)

Gray organic clay

Gray organic clay (auger cuttings)(FVS* = 0.022 KSF @ 12')

Gray silt with sand and clay traces andorganic matter

Gray silt with fine sand and clay traces



Gray silt with fine sand and 2" clay layer(FVS* = 0.124 KSF @ 22')

Very soft gray clay with organic matter(specific gravity = 2.55)(organic content = 11.2%)Very soft gray clay with silt traces andorganic matter

Very soft gray clay with trace silt

Gray silty fine sand

Very soft gray clay with 8" sandy silt layer

Very soft gray clay with 7" sandy silt layer

122

109

71

29

31

33

34

96

89

85

27

87

56

5380

8

15

15

15

15

15

90

88

87

88

86

98

99

31

0.92

1.04

1.27

1.50

1.84

1.96

0.37

0.67

0.17

0.12

0.12

0.11

89.5

86

87.8

46.7

46.5

48.6

62.6

0.05

0.06

0.1

0.13

0.14

0.17

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 16' 44.59"W89° 27' 56.26"

GeographicNAVD88

47



8/16/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-9

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

9

7

12

7

22

21

15

16

17

18

19

20

SM

SP

Gray silty fine sand

Gray fine sand with silt traces

Gray fine sand with silt and clay traces

Gray fine sand with silt traces

Gray fine sand with silt pockets andclay layer


24

27

32

26

39

34

15

15

38

10

24

9

32

2.30

2.53

2.30

0.56

87.8

82.5 0.1

0.22


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

-40

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

24

11

9.5

8

14

13

17

20.5

18

10.5

17

16

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

PT

OH

ML

CH


Mudline @ El. -0.06 feetGray peat

Gray peat(organic content = 19.3%)

Gray peat

Very soft gray organic clay with 6-7" silt layer(organic content = 17.2%)(specific gravity = 2.43)Gray silt with sand and clay traces(FVS* = 0.028 KSF @ 16')

Gray silt with sand and clay traces

Gray silt with fine sand traces and clay pockets



Very soft gray clay with trace organics(FVS* = 0.034 KSF @ 26')


Very soft gray clay with organics

Very soft gray organic clay with trace organics


Very soft gray clay with silt streaks and organics

486

512

465

175

27

33

40

68

87

88

98

126

83

121

87

152

67

46

69

55

90

237

98

75

98

86

126

15

15

15

14

15

9

15

15

92

88

90

0.86

1.09

1.21

1.32

1.44

1.79

1.90

2.02

0.55

0.16

0.07

0.07

0.12

0.10

0.07

0.12

30

93.9

73.8

65.1

54.9

54.8

39.7

39.3

47.7

0.12

0.12

0.12

0.12

0.14

0.13

0.09

TotalDepth (ft)

HammerData

SystemDatum


VTDrilled

Notes:

DAS



Marsh Buggy

Elevation (ft)

DrillingEquipment

LatitudeLongitude

N29° 16' 14.25"W89° 27' 58.11"

GeographicNAVD88

46



8/16/2010End


Resources, LLC


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

5

0

-5

-10

-15

-20

-25

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-10

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

11

15

14

15

16

17

18

19

20

CH

No sample recovered

Very soft gray clay

Very soft gray clay

Very soft gray clay

Very soft gray clay

68

68

66

56

43

39

75

70

14

15

15

2.25

2.48

2.59

0.16

0.21

0.18

60.5

61.2

65.3

0.16

0.17

0.18


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-30

-35

-40

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

iVan

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

, Lou

isia

na:

Dat

e:1/

5/11

Pat

h:P

:\16\

1671

5018

\GIN

T\16

7150

1800

_LO

GS

.GP

J D

BTe

mpl

ate/

LibT

empl

ate:

GE

OE

NG

INE

ER

S8.

GD

T/G

EI8

_GE

OTE

CH

_LA

B

Coastal Planning & Engineering, Inc. 2481 N.W. Boca Raton Blvd. Boca Raton, Florida 33431 Phone # 1-561-391-8102

Legend for Geotechnical Data

(SP), (SM), etc. Refers to the Army Corps of Engineers Unified Soils Classification

System. Class types are defined primarily by grain size, sorting and percent of material passing the 200 sieve. Classification of materials on the core logs based on visual field examinations are identified on the core logs under the Classification of Materials Description. Classifications based on laboratory sieve analyses are identified on the core logs in the Legend and under Remarks.

Grain Size Terms

Cobble – retained on the 3.0” sieve Gravel – greater than the #4 sieve and less than the 3.0” sieve Coarse: greater than the ¾” sieve and less than the 3.0” sieve Fine – greater than the #4 sieve and less than the ¾” sieve Sand - greater than the #200 sieve and less than the #4 sieve

Coarse - greater than the #10 sieve and less than the #4 sieve Medium - greater than the #40 sieve and less than the #10 sieve Fine - greater than the #230 sieve and less than the #40 sieve Fines – (silt or clay) passing the #230 sieve

Note: Information is after ACOE Atlantic Division Manual # 1110-1-1 titled Engineering and Design

Descriptive Term Range of Proportions

Sandy, gravelly, etc. 35 % to 50 % Some 20 % to 35 % Little 10 % to 20 % Trace 1 % to 10 %

Proportional definition of descriptive terms

Geotechnical Manual for Surface and Subsurface Investigations

Note: Information is after ACOE Atlantic Division Manual # 1110-1-1 titled Engineering and Design Geotechnical Manual for Surface and Subsurface Investigations



Note: Information is after ACOE Atlantic Division Manual # 1110-1-1 titled Engineering and Design Geotechnical Manual for Surface and Subsurface Investigations



The naming convention used by Coastal Planning and Engineering incorporates key information about the item in the title. The naming format uses the following information:

• Abbreviated area name (two letters that will be used throughout the project) • Abbreviated data type: jet probe (JP), vibracore (VC) or surface sample (SS) • Collection year (YY) • Identification number • Sample or composite identification in the case of jet probes or vibracores.

Composite samples are indicated by COMP following the identification number. COMP represents a composite developed to characterize beach compatible material.

Format examples: A) GLVC-10-07 B) GLVC-10-13 S#1 Example A is vibracore number 07, collected in the Grand Liard area in the year 2010. Example B refers to sample number 1 taken from vibracore number 13, which was collected in the Grand Liard area in 2010.

CLAY, very soft clay, olive gray (5Y-4/2),(CL).

CLAY, trace shell hash, very soft clay,(1.0"x0.25") sandy pockets @ 4.2', 4.4', 5.0',

5.1' and 7.8', dark gray (5Y-4/1), (CL).

CLAY, trace sand, very soft clay, sanddistributed in sandy pockets up to 1.0",

(1.5"x1.0") silty pockets @ 10.2' and 10.4',dark gray (5Y-4/1), (CL).

Sandy SILT, trace clay, soft clay distributedin pockets up to 1.5", very dark gray (5Y-3/1),

(ML).

CLAY, very soft clay, sandy laminae @ 12.8',12.9' and 13.1', bit sample from 14.0' to

14.5', very dark gray (5Y-3/1), (CL).

No Recovery.

End of Boring

0.9

8.1

10.8

12.7

14.5

20.0

-21.1

-28.3

-31.0

-32.9

-34.7

-40.2

1

2

3

4

5

Sample #1, Depth = 0.7'Ave. Field Vane (tsf): 0.01



Sample #4, Depth = 12.2'Mean (mm): 0.08, Phi Sorting: 0.31Fines (230): 59.28% (ML)


3.0 In.

-20.2 Ft.

-20.2

01-29-10 10:22

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATESNAVD 88

Alpine Pneumatic Vibracore

DRILLING LOG

NAD 1983Louisiana South State Plane

14.5 Ft.

KD

10. COORDINATE SYSTEM/DATUM

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORINGVERTICALINCLINED

0.0 Ft.

GLVC-10-01

Grand Liard Restoration

Grand Liard, Louisiana

AUTO HAMMERMANUAL HAMMER

COMPLETED

VERTICALHORIZONTAL

Brian McCord

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROMVERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

01-29-10 10:20

0.0

6. THICKNESS OF OVERBURDEN

X = 3,874,865 Y = 246,486CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 20.0 Ft.

American Vibracore Services, Inc.

BO

X O

RS

AM

PLE

JUN 02MODIFIED FOR THE FLORIDA DEPJUN 04

CLASSIFICATION OF MATERIALSDepths and elevations based on measured values

ELEV.(ft)

DEPTH(ft)

GLVC-10-01SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, very soft clay, sandy lamina @ 0.3',1.0" sandy pockets with trace shell hash @0.7', 1.1' and 1.6', dark gray (5Y-4/1), (CL).

Silty SAND, fine grained, quartz, trace shellhash, 0.5" shell fragment @ 3.1', shell hashdecreases with depth, dark gray (5Y-4/1),

(ML).CLAY, trace sand, trace shell hash, very soft

clay, sand distributed in pockets up to(1.5"x1.0"), dark gray (2.5Y-4/1), (CL).

CLAY, trace shell hash, very soft clay, darkgray (2.5Y-4/1), (CL).

Sandy SILT, trace clay, dark gray (5Y-4/1),(ML).

CLAY, very soft clay, dark gray (2.5Y-4/1),(CL).

No Recovery.

End of Boring

3.0

3.7

5.0

10.510.9

11.8

20.0

-17.6

-18.3

-19.6

-25.1-25.5

-26.4

-34.6

1

2

3

4

5

6


Sample #2, Depth = 3.4'Mean (mm): 0.09, Phi Sorting: 0.33Fines (230): 36.59% (ML)Sample #3, Depth = 4.6'Ave. Field Vane (tsf): 0.05


Sample #5, Depth = 10.7'Mean (mm): 0.08, Phi Sorting: 0.30Fines (230): 73.63% (ML)Sample #6, Depth = 11.3'Ave. Field Vane (tsf): 0.08

3.0 In.

-14.6 Ft.

-14.6

01-30-10 10:31

STARTED






DRILLING LOG


11.8 Ft.

PB







0.0 Ft.

GLVC-10-02




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 10:30

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-02SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 9.7'.

CLAY, very soft clay, dark grayish brown(2.5Y-4/2), (CL).

CLAY, very soft clay, (1.0"x3.0") sandypockets @ 13.4' and 16.2', 0.5" light olive

gray (5Y-6/2) clay pocket @ 14.6', (1.0"x1.5")sandy pockets @ 16.9' and 17.3', dark gray

(5Y-4/1), (CL).

Sandy CLAY, some silt, soft clay, bit samplefrom 17.7' to 18.0', dark gray (5Y-4/1),

(SM-SC).No Recovery.

End of Boring

9.7

10.7

17.718.0

20.0

-24.3

-25.3

-32.3-32.6

-34.6

1

2



3.0 In.

-14.6 Ft.

-14.6

01-30-10 11:24

STARTED






DRILLING LOG


8.3 Ft.

PB







0.0 Ft.

GLVC-10-02A




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 11:20

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-02ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 1.0",

very dark gray (2.5Y-3/1), (CL).CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 1.0"and laminae, 2.0" shell hash pocket @ 1.2',

very dark grayish brown (2.5Y-3/2), (CL).Clayey SAND, trace shell hash, very dark

gray (5Y-3/1), (SC).CLAY, trace shell hash, very soft clay, very

dark grayish brown (2.5Y-3/2), (CL).Clayey SAND, trace shell hash, very dark

gray (5Y-3/1), (SC).

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 1.5"

and laminae, very dark grayish brown(2.5Y-3/2), (CL).

No Recovery.

End of Boring

1.0

3.03.6

4.45.0

12.6

20.0

-15.0

-17.0-17.6

-18.4-19.0

-26.6

-34.0

1

2

3

2

3

4


Sample #2, Depth = 2.5'Ave. Field Vane (tsf): 0.02Sample #3, Depth = 3.3'Mean (mm): 0.13, Phi Sorting: 0.99Fines (230): 31.81% (SC)


3.0 In.

-14.0 Ft.

-14.0

01-30-10 12:16

STARTED






DRILLING LOG


12.6 Ft.

BF







0.0 Ft.

GLVC-10-03




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 12:14

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-03SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 10.0'.

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 1.0"and laminae, 1.0" rock fragment @ 11.8',

0.5" organic pockets @ 14.6' and 14.9', 2.0"sandy pocket @ 15.4', very dark grayish

brown (2.5Y-3/2), (CL).

Sandy CLAY, soft clay, sand distributed inpockets up to 1.0" and laminae, bit samplefrom 16.4' to 16.7', dark olive gray (5Y-3/2),

(SC).

No Recovery.

End of Boring

10.0

15.6

16.7

20.0

-23.9

-29.5

-30.6

-33.9

VC-03 #4

Sample #1, Depth = 16.0'

3.0 In.

-13.9 Ft.

-13.9

01-30-10 12:46

STARTED






DRILLING LOG


6.7 Ft.

BF







0.0 Ft.

GLVC-10-03A




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 12:45

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-03ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 1.0",color is mottled olive brown (2.5Y-4/3) and,

dark olive gray (5Y-3/2), (CL).

Sandy CLAY, trace shell hash, soft clay,sand distributed in pockets up to 2.0", 0.5"organic pocket @ 6.4', very dark grayish

brown (2.5Y-3/2), (SC).CLAY, soft clay, (0.75"x0.25") rock fragment

in bit sample, bit sample from 6.7' to 7.3',dark olive gray (5Y-3/2), (CL).

No Recovery.

End of Boring

5.1

6.77.3

20.0

-17.9

-19.5-20.1

-32.8

1 Sample #1, Depth = 2.5'Ave. Field Vane (tsf): 0.03

3.0 In.

-12.8 Ft.

-12.8

01-30-10 14:32

STARTED






DRILLING LOG


7.3 Ft.

BF







0.0 Ft.

GLVC-10-04




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 14:30

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-04SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, very soft clay, olive gray (5Y-4/2),(CL).

CLAY, trace organics, trace shell hash, verysoft clay, (1.0"x0.5") organic pocket @ 2.3',

dark gray (5Y-4/1), (CL).

CLAY, soft clay, trace very soft clay pocketsup to 1.5", 1.0" light gray (5Y-7/1) clay pocket

@ 6.2', dark gray (5Y-4/1), (CL).

SAND, fine grained, quartz, some clay, somesilt, clay distributed in pockets up to 2.0" and

laminae, olive gray (5Y-4/2), (SM-SC).

CLAY, trace sand, very soft clay, dark olivegray (5Y-3/2), (CL).

CLAY, very soft clay, trace soft claydistributed in laminae, 1.0" wood fragment @

12.1', dark olive gray (5Y-3/2), (CL).

No Recovery.

End of Boring

0.9

5.7

6.5

10.210.8

13.5

20.0

-17.4

-22.2

-23.0

-26.7-27.3

-30.0

-36.5

1

2

3

4

5

6




Sample #4, Depth = 8.8'Mean (mm): 0.09, Phi Sorting: 0.32Fines (230): 29.65% (SM-SC)



3.0 In.

-16.5 Ft.

-16.5

01-30-10 15:48

STARTED






DRILLING LOG


13.5 Ft.

KD







0.0 Ft.

GLVC-10-05




COMPLETED

VERTICALHORIZONTAL

Brian McCord


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-30-10 15:46

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-05SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 10.0'.

CLAY, trace organics, very soft clay, darkgray (5Y-4/1), (CL).

CLAY, some sand, very soft clay, 0.5" lightgray (5Y-7/1) lithified clay pocket @ 11.3',

very dark gray (5Y-3/1), (CL).CLAY, some sand, soft clay, olive gray

(5Y-4/2), (CL).SAND, fine grained, quartz, some silt,

(2.0"x2.5") clay pocket @ 14.3', olive gray(5Y-4/2), (SM).

CLAY, some sand, trace organics, soft clay,olive gray (5Y-4/2), (CL).

CLAY, little sand, very soft clay, dark olivegray (5Y-3/2), (CL).

CLAY, very soft clay, dark olive gray(5Y-3/2), (CL).No Recovery.

End of Boring

10.0

11.2

12.3

13.5

14.7

16.3

18.7

19.720.0

-26.5

-27.7

-28.8

-30.0

-31.2

-32.8

-35.2

-36.2-36.5

1

2

3

4

3

5

6


Sample #2, Depth = 11.8'Ave. Field Vane (tsf): 0.10Sample #3, Depth = 12.8'Mean (mm): 0.10, Phi Sorting: 0.45Fines (230): 75.31% (CL)Sample #4, Depth = 13.9'Mean (mm): 0.09, Phi Sorting: 0.29Fines (230): 30.51% (SM)



3.0 In.

-16.5 Ft.

-16.5

01-31-10 09:10

STARTED






DRILLING LOG


9.7 Ft.

KD







0.0 Ft.

GLVC-10-05A




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-31-10 09:00

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-05ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace organics, trace sand, trace shellhash, very soft clay, sand distributed in

pockets up to 1.0", organics distributed inpockets up to 0.5", (1.0"x0.5") rock fragment@ 5.4', sand increases with depth, very dark

gray (2.5Y-3/1), (CL).

CLAY, little sand, trace shell hash, soft clay,very dark grayish brown (2.5Y-3/2), (CL).

CLAY, some sand, very soft clay, sanddistributed in pockets up to 2.0", very dark

gray (2.5Y-3/1), (SC).

CLAY, trace sand, very soft clay, sanddistributed in pockets up to 0.5", very dark

gray (2.5Y-3/1), (CL).Clayey SAND, fine grained, quartz, trace silt,

clay distributed in pockets up to 1.0", bitsample from 16.6' to 17.0', very dark grayish

brown (2.5Y-3/2), (CL).

No Recovery.

End of Boring

9.0

10.6

13.0

14.0

17.0

20.0

-26.0

-27.6

-30.0

-31.0

-34.0

-37.0

1

2

3

4

5

6



Sample #3, Depth = 9.9'Mean (mm): 0.09, Phi Sorting: 0.38Fines (230): 86.82% (CL)




3.0 In.

-17.0 Ft.

-17.0

01-31-10 09:29

STARTED






DRILLING LOG


17 Ft.

BF







0.0 Ft.

GLVC-10-06




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-31-10 09:26

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-06SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets typically upto 0.5", 1.0" sand pocket @ 0.5', very dark

grayish brown (2.5Y-3/2), (CL).CLAY, little sand, trace organics, trace shell

hash, very soft clay, sand distributed inpockets up to 0.5", organics distributed inlaminae, very dark gray (2.5Y-3/1), (CL).


pockets up to 0.25", organics distributed inlaminae, very dark gray (2.5Y-3/1), (CL).

CLAY, soft clay, 2.0" sand pocket @ 9.4',very dark gray (2.5Y-3/1), (CL).


gray (2.5Y-3/1), (CL).

Clayey SAND, trace shell hash, trace silt,olive brown (2.5Y-4/3), (CL).


gray (2.5Y-3/1), (CL).

No Recovery.

End of Boring

1.2

3.7

9.09.6

12.9

13.714.3

20.0

-15.9

-18.4

-23.7-24.3

-27.6

-28.4-29.0

-34.7

1

2

3

4

5

6

5







3.0 In.

-14.7 Ft.

-14.7

01-31-10 10:05

STARTED






DRILLING LOG


14.3 Ft.

BF







0.0 Ft.

GLVC-10-07




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-31-10 10:04

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-07SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 10.0'.

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets typically upto 0.5", (1.0"x0.5") shell fragment @ 13.5',

2.0" sandy pocket @ 16.6', 1.0" sand pocket@ 17.6', dark gray (2.5Y-4/1), (CL).

SILT, some clay, trace sand, clay distributedin pockets up to 1.0", very dark gray (5Y-3/1),

(ML-CL).CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 0.5",

dark gray (2.5Y-4/1), (CL).SAND, fine grained, quartz, some clay, somesilt, 1.0" clay pocket @ 20.5', very dark gray

(5Y-3/1), (ML-CL).CLAY, little sand, very soft clay, sand

distributed in pockets up to 0.25", bit samplefrom 21.6' to 21.9', dark gray (2.5Y-4/1),

(CL).

End of Boring

10.0

17.8

18.5

19.6

21.321.9

-24.7

-32.5

-33.2

-34.3

-36.0-36.6

1

2

3

1

4

5



Sample #3, Depth = 18.3'Mean (mm): 0.10, Phi Sorting: 1.22Fines (230): 96.62% (ML-CL)

Sample #4, Depth = 20.3'Mean (mm): 0.08, Phi Sorting: 0.27Fines (230): 42.83% (ML-CL)Sample #5, Depth = 21.5'Ave. Field Vane (tsf): 0.04

3.0 In.

-14.7 Ft.

-14.7

01-31-10 10:41

STARTED






DRILLING LOG


11.9 Ft.

BF







0.0 Ft.

GLVC-10-07A




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-31-10 10:40

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-07ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace shell hash, very soft clay, 1.0"pocket of wood fragments @ 0.7', 0.25"whole shell @ 0.1', dark gray (2.5Y-4/1),

(CL).

CLAY, little sand, very soft clay, sanddistributed in pockets up to 1.0", dark gray

(2.5Y-4/1), (CL).

Clayey SAND, fine grained, quartz, soft clay,dark gray (5Y-4/1), (CL).

CLAY, trace sand, very soft clay, sanddistributed in pockets up to 0.5", dark gray

(2.5Y-4/1), (CL).CLAY, little sand, very soft clay, sand

distributed in pockets up to 1.0", 1.0" pocketof gray (2.5Y-6/1) lithified clay @ 10.6', dark

gray (2.5Y-4/1), (CL).

CLAY, trace sand, very soft clay, sanddistributed in pockets up to 0.5", dark gray

(2.5Y-4/1), (CL).

CLAY, very soft clay, bit sample from 18.3' to18.7', dark gray (2.5Y-4/1), (CL).

No Recovery.

End of Boring

4.6

7.07.6

9.2

11.6

16.8

18.7

20.0

-27.0

-29.4-30.0

-31.6

-34.0

-39.2

-41.1

-42.4

1

2

3

4

2

5

6



Sample #3, Depth = 7.3'Mean (mm): 0.09, Phi Sorting: 0.36Fines (230): 44.54% (CL)Sample #4, Depth = 8.0'Ave. Field Vane (tsf): 0.08



3.0 In.

-22.4 Ft.

-22.4

01-31-10 10:56

STARTED






DRILLING LOG


18.7 Ft.

BF







0.0 Ft.

GLVC-10-08




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

01-31-10 10:55

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-08SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace organics, trace shell hash, verysoft clay, dark olive gray (5Y-3/2), (CL).

CLAY, little organics, very soft clay, organicsdistributed in pockets up to 0.5", 0.5" woodfragment @ 0.7', dark olive gray (5Y-3/2),

(CL).CLAY, some organics, very soft clay,

organics distributed in pockets typically up to1.0", (2.0"x1.0") organic pocket @ 2.3',

(3.0"x2.0") organic pocket @ 3.8', dark olivegray (5Y-3/2), (CL).

CLAY, trace organics, very soft clay,organics distributed in pockets typically up to0.5", 1.0" organic pocket @ 4.3', dark olive

gray (5Y-3/2), (CL).Clayey SILT, very soft clay, very dark grayish

brown (2.5Y-3/2), (ML-CL).SAND, fine grained, quartz, some clay,

(1.0"x2.0") clay pocket @ 7.6', (3.0"x0.5")clay pocket @ 7.8', very dark grayish brown

(2.5Y-3/2), (SC).

No Recovery.

End of Boring

0.2

1.2

4.3

6.6

7.5

10.0

20.0

-13.8

-14.8

-17.9

-20.2

-21.1

-23.6

-33.6

12

3

4

5

6

Sample #1, Depth = 0.1'Ave. Field Vane (tsf): 0.00Sample #2, Depth = 1.0'Ave. Field Vane (tsf): 0.03




Sample #6, Depth = 9.0'Mean (mm): 0.12, Phi Sorting: 0.42Fines (230): 32.32% (SC)

3.0 In.

-13.6 Ft.

-13.6

02-10-10 08:59

STARTED






DRILLING LOG


10 Ft.

BF







0.0 Ft.

GLVC-10-09




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 08:58

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-09SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 4.0'.

CLAY, very soft clay, 1.5" sandy pocket @4.1', dark gray (5Y-4/1), (CL).

Sandy CLAY, very soft clay, 1.0" light gray(5Y-7/1) clay pocket @ 4.1', very dark gray

(5Y-3/1), (CL).Clayey SILT, dark olive gray (5Y-3/2),

(ML-CL).Sandy CLAY, very soft cay, very dark gray

(5Y-3/1), (CL).CLAY, some sand, soft clay, 1.0" organic

pocket @ 9.6', dark olive gray (5Y-3/2), (CL).Clayey SAND, fine grained, quartz, dark olive

gray (5Y-3/2), (SC).CLAY, some sand, soft clay, dark olive gray

(5Y-3/2), (CL).Sandy CLAY, very soft clay, dark olive gray

(5Y-3/2), (CL).CLAY, some sand, soft clay, dark olive gray

(5Y-3/2), (CL).Sandy CLAY, very soft clay, dark olive gray

(5Y-3/2), (CL).CLAY, some sand, soft clay, dark olive gray

(5Y-3/2), (CL).

No Recovery.

End of Boring

4.0

6.77.1

7.9

9.0

10.310.8

11.712.3

13.013.5

14.8

20.0

-17.5

-20.2-20.6

-21.4

-22.5

-23.8-24.3

-25.2-25.8

-26.5-27.0

-28.3

-33.5

1

2

2

3

4

3

2

32

3



Sample #3, Depth = 9.4'Mean (mm): 0.09, Phi Sorting: 0.42Fines (230): 69.91% (CL)Sample #4, Depth = 10.6'Mean (mm): 0.11, Phi Sorting: 0.42Fines (230): 41.08% (SC)

3.0 In.

-13.5 Ft.

-13.5

02-10-10 09:57

STARTED






DRILLING LOG


10.8 Ft.

KD







0.0 Ft.

GLVC-10-09A




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 09:54

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-09ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, very dark grayish brown (2.5Y-3/2),

(CL).CLAY, trace sand, trace shell hash, trace

wood, very soft clay, wood fragmentstypically up to 0.5", sand distributed in

pockets up to 1.0", 1.0" organic pocket @0.9', 1.0" wood fragment @ 1.2', dark gray

(2.5Y-4/1), (CL).SILT, some clay, clay distributed in pockets

up to 2.0", very dark gray (2.5Y-3/1),(ML-CL).

CLAY, trace sand, very soft clay, sanddistributed in pockets typically up to 0.5",(1.0"x0.5") whole shell @ 6.3', 1.0" sand

pocket @ 9.2', sand increases with depth,dark gray (2.5Y-4/1), (CL).

SAND, fine grained, quartz, some clay, somesilt, very dark gray (2.5Y-3/1), (ML-CL).

CLAY, trace sand, soft clay, very dark gray(5Y-3/1), (CL).

CLAY, some sand, trace shell hash, softclay, dark olive gray (5Y-3/2), (CL).

CLAY, trace sand, very soft clay, sanddistributed in pockets up to 0.5", bit samplefrom 15.2' to 15.6', dark olive gray (5Y-3/2),

(CL).

No Recovery.

End of Boring

0.9

4.24.8

11.912.4

13.2

15.015.6

20.0

-15.8

-19.1-19.7

-26.8-27.3

-28.1

-29.9-30.5

-34.9

1

2

3

4

5






3.0 In.

-14.9 Ft.

-14.9

02-10-10 10:12

STARTED






DRILLING LOG


15.6 Ft.

BF







0.0 Ft.

GLVC-10-10




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 10:11

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-10SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

Jetted to 10.0'.

CLAY, trace sand, very soft clay, sanddistributed in pockets typically up to 0.5",

(2.0"x3.0") sand pocket @ 12.4', (1.0"x0.5")wood fragment @ 12.6', dark gray (2.5Y-4/1),

(CL).

Sandy SILT, very dark gray (2.5Y-3/1), (ML).CLAY, little sand, trace shell hash, soft clay,sand distributed in pockets up to 1.0", very

dark gray (2.5Y-3/1), (SC).CLAY, trace sand, very soft clay, sand

distributed in pockets up to 1.0", very darkgray (2.5Y-3/1), (CL).

No Recovery.

End of Boring

10.0

13.0

13.714.1

17.1

20.0

-24.9

-27.9

-28.6-29.0

-32.0

-34.9

1

2

3


Sample #2, Depth = 13.4'Mean (mm): 0.10, Phi Sorting: 0.43Fines (230): 52.91% (ML)


3.0 In.

-14.9 Ft.

-14.9

02-10-10 10:33

STARTED






DRILLING LOG


7.1 Ft.

BF







0.0 Ft.

GLVC-10-10A




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 10:31

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-10ASHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, little sand, trace shell hash, very softclay, very dark gray (2.5Y-3/1), (CL).CLAY, trace organics, very soft clay,

organics distributed in pockets up to 1.0",dark olive gray (5Y-3/2), (CL).

CLAY, little organics, very soft clay, organicsdistributed in pockets typically up to 1.0", 2(2.0"x1.0") pockets of organics @ 3.2', very

dark gray (2.5Y-3/1), (CL).

CLAY, trace organics, very soft clay,organics distributed in pockets up to 0.5",0.5" rock fragment @ 5.6', very dark gray

(2.5Y-3/1), (CL).

CLAY, some sand, very soft clay, very darkgrayish brown (2.5Y-3/2), (SC).

Sandy CLAY, very soft clay, sand distributedin pockets up to 3.0", (0.5"x1.0") rock

fragment @ 9.6', very dark grayish brown(2.5Y-3/2), (SC).

SILT, trace clay, trace sand, trace shell hash,clay distributed in pockets up to 1.0", 1.0"wood fragment @ 14.4', dark olive gray

(5Y-3/2), (ML-CL).SILT, some clay, trace shell hash, dark olive

gray (5Y-3/2), (ML-CL).

No Recovery.

End of Boring

0.3

2.4

4.0

8.59.0

14.0

14.815.0

20.0

-13.8

-15.9

-17.5

-22.0-22.5

-27.5

-28.3-28.5

-33.5

1

2

3

4

5

6

78

Sample #1, Depth = 0.2'Ave. Field Vane (tsf): 0.03Sample #2, Depth = 1.2'Ave. Field Vane (tsf): 0.02





Sample #7, Depth = 14.4'Mean (mm): 0.08, Phi Sorting: 0.35Fines (230): 85.06% (ML-CL)Sample #8, Depth = 15.0'Mean (mm): 0.10, Phi Sorting: 0.78Fines (230): 93.06% (ML-CL)

3.0 In.

-13.5 Ft.

-13.5

02-10-10 11:06

STARTED






DRILLING LOG


15 Ft.

BF







0.0 Ft.

GLVC-10-11




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 11:05

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-11SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, very soft clay, dark olive brown(2.5Y-3/3), (CL).

CLAY, some sand, trace shell hash, very softclay, dark olive gray (5Y-3/2), (SC).

Clayey SILT, trace shell hash, very soft clay,dark olive gray (5Y-3/2), (ML-CL).

SILT, little clay, trace organics, trace shellhash, organics distributed in pockets up to0.5", very dark gray (2.5Y-3/1), (ML-CL).

CLAY, little organics, trace sand, very softclay, sand distributed in pockets up to 0.5",(2.0"x0.5") wood fragment @ 3.6', dark olive

gray (5Y-3/2), (CL).Clayey SILT, trace shell hash, very soft clay,

dark olive gray (5Y-3/2), (ML-CL).CLAY, little organics, very soft clay, organicsdistributed in pockets up to 0.5" and laminae,(0.5"x0.25") rock fragment @ 6.9', 2.0" sandypocket @ 8.0', very dark gray (5Y-3/1), (CL).

Sandy CLAY, trace organics, very soft clay,very dark gray (2.5Y-3/1), (SC).

Clayey SILT, trace shell hash, very soft clay,very dark grayish brown (2.5Y-3/2), (ML-CL).

CLAY, some sand, soft clay, sand distributedin pockets up to 2.0", (1.0"x0.5") rock

fragment @ 13.9', very dark grayish brown(2.5Y-3/2), (SC).

SAND, fine grained, quartz, little clay, verydark grayish brown (2.5Y-3/2), (SC).

No Recovery.

End of Boring

0.40.8

1.9

3.54.1

4.9

9.1

10.9

14.0

16.516.9

20.0

-13.9-14.3

-15.4

-17.0-17.6

-18.4

-22.6

-24.4

-27.5

-30.0-30.4

-33.5

12

3

4

5

3

6

7

8

Sample #1, Depth = 0.2'Ave. Field Vane (tsf): 0.02Sample #2, Depth = 0.6'Ave. Field Vane (tsf): 0.05Sample #3, Depth = 1.5'Ave. Field Vane (tsf): 0.05Sample #4, Depth = 2.5'Mean (mm): 0.09, Phi Sorting: 0.82Fines (230): 93.30% (ML-CL)Sample #5, Depth = 3.9'Ave. Field Vane (tsf): 0.02




3.0 In.

-13.5 Ft.

-13.5

02-10-10 11:11

STARTED






DRILLING LOG


16.9 Ft.

BF







0.0 Ft.

GLVC-10-12




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 11:10

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-12SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace shell hash, very soft clay,(1.0"x2.0") sand pocket @ 0.2', (2.0"x1.0")organic pocket @ 0.7', black (2.5Y-2.5/1),

(CL).


pockets typically up to 1.0", 3.0" sand pocket@ 1.1', organics distributed in pockets up to

0.5" and laminae, 0.25" rock fragment @3.4', (0.5"x1.0") wood fragment @ 7.5', 0.25"

shell fragment @ 7.6', sand and organicsincrease with depth, very dark gray

(2.5Y-3/1), (CL).

Sandy CLAY, very soft clay, very darkgrayish brown (2.5Y-3/2), (SC).

CLAY, very soft clay, (2.0"x1.0") rockfragment @ 10.7', very dark gray (2.5Y-3/1),

(CL).Clayey SAND, fine grained, quartz, very dark

grayish brown (2.5Y-3/2), (SC).

CLAY, little sand, very soft clay, sanddistributed in pockets up to 2.0", (0.25"x0.5")

wood fragment @ 12.6', very dark grayishbrown (2.5Y-3/2), (CL).

Sandy CLAY, very soft clay, 0.5" woodfragment @ 17.8', very dark grayish brown

(2.5Y-3/2), (SC).No Recovery.

End of Boring

0.9

8.8

9.610.2

10.9

17.317.8

20.0

-15.6

-23.5

-24.3-24.9

-25.6

-32.0-32.5

-34.7

1

2

3

4

2

5

6







3.0 In.

-14.7 Ft.

-14.7

02-10-10 11:33

STARTED






DRILLING LOG


17.8 Ft.

BF







0.0 Ft.

GLVC-10-13




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 11:32

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-13SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace organics, trace sand, very softclay, sand distributed in sandy pockets up to

0.5", very dark gray (5Y-3/1), (CL).

Clayey SILT, very soft clay, 0.5" pocket oflithified light gray (5Y-7/1) clay @ 12.7', very

dark gray (5Y-3/1), (ML-CL).

No Recovery.

End of Boring

9.5

15.3

20.0

-23.5

-29.3

-34.0

1

2

3




3.0 In.

-14.0 Ft.

-14.0

02-10-10 12:10

STARTED






DRILLING LOG


15.3 Ft.

KD







0.0 Ft.

GLVC-10-14




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 12:09

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-14SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace shell hash, very soft clay, coloris mottled olive gray (5Y-4/2) and, black

(5Y-2.5/1), (CL).

Sandy CLAY, trace shell hash, soft clay, darkolive gray (5Y-3/2), (CL).

CLAY, very soft clay, 2.5" sandy pocket @5.0', color is mottled olive gray (5Y-4/2) and,

black (5Y-2.5/1), (CL).

Clayey SILT, very soft clay, dark olive gray(5Y-3/2), (ML-CL).

CLAY, very soft clay, dark olive gray(5Y-3/2), (CL).

Clayey SILT, very soft clay, dark olive gray(5Y-3/2), (ML-CL).

Sandy CLAY, dark olive gray (5Y-3/2), (CL).

Sandy CLAY, very soft clay, dark olive gray(5Y-3/2), (CL).

Sandy CLAY, dark olive gray (5Y-3/2), (CL).

Sandy CLAY, very soft clay, dark olive gray(5Y-3/2), (CL).

No Recovery.

End of Boring

3.0

4.2

5.4

10.7

11.6

12.5

13.8

14.7

15.4

17.0

20.0

-16.9

-18.1

-19.3

-24.6

-25.5

-26.4

-27.7

-28.6

-29.3

-30.9

-33.9

1

1

2

3

2

4

5

4

5




Sample #4, Depth = 13.2'Mean (mm): 0.09, Phi Sorting: 0.31Fines (230): 63.36% (CL)Sample #5, Depth = 14.0'Ave. Field Vane (tsf): 0.05

3.0 In.

-13.9 Ft.

-13.9

02-10-10 12:30

STARTED






DRILLING LOG


17 Ft.

KD







0.0 Ft.

GLVC-10-15




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 12:28

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-15SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, (1.25"x0.25") wood fragment @ 0.7',0.25" pocket of light gray (5Y-7/2) lithified

clay @ 11.7', sand distributed in sandypockets up to (2.0"x0.25"), bit sample from20.0' to 20.3', expansion from 20.0' to 20.3',color is mottled olive gray (5Y-4/1) and, very

dark gray (5Y-3/1), (CL).

End of Boring

20.3-37.9

1

2



3.0 In.

-17.6 Ft.

-17.6

02-10-10 12:56

STARTED






DRILLING LOG


20.3 Ft.

KD







0.0 Ft.

GLVC-10-16




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 12:55

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-16SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace organics, very soft clay, 2.0"sandy pocket @ 3.8', dark olive gray

(5Y-3/2), (CL).

CLAY, very soft clay, color alternating withdark grayish brown (10YR-4/2) and, dark

olive gray (5Y-3/2), (CL).

CLAY, very soft clay, bit sample from 19.7' to19.9', dark olive gray (5Y-3/2), (CL).

No Recovery.

End of Boring

7.8

14.3

19.920.0

-27.4

-33.9

-39.5-39.6

1

2

3




3.0 In.

-19.6 Ft.

-19.6

02-10-10 13:16

STARTED






DRILLING LOG


19.9 Ft.

ML







0.0 Ft.

GLVC-10-17




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 13:15

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-17SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0


CLAY, trace sand, trace shell hash, very softclay, sand distributed in sandy pockets up to

(2.0"x0.5"), 0.5" shell fragment @ 8.9',(1.0"x0.5") light gray (5Y-7/1) clay pocket @10.5', bit sample from 17.4' to 17.8', color ismottled dark gray (5Y-4/1) and, dark olive

gray (5Y-3/2), (CL).

No Recovery.

End of Boring

0.7

19.0

20.0

-19.1

-37.4

-38.4

1

2



3.0 In.

-18.4 Ft.

-18.4

02-10-10 13:42

STARTED






DRILLING LOG


19 Ft.

KD







0.0 Ft.

GLVC-10-18




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 13:41

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-18SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, little sand, trace shell hash, soft clay,very dark gray (5Y-3/1), (CL).

CLAY, trace sand, trace shell hash, very softclay, sand distributed sandy in pockets up to

(2.5"x1.0"), (1.0"x0.5") whole shell @ 0.7',0.75" shell fragment @ 3.6', colorsalternating with dark grayish brown

(10YR-4/2) from 9.2' to 14.0', color is mottleddark gray (5Y-4/1) and, black (5Y-2.5/1),

(CL).

No Recovery.

End of Boring

0.4

17.8

20.0

-19.2

-36.6

-38.8

1

2



3.0 In.

-18.8 Ft.

-18.8

02-10-10 14:03

STARTED






DRILLING LOG


17.8 Ft.

KD







0.0 Ft.

GLVC-10-19




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 14:02

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-19SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, very soft clay, sanddistributed in sandy pockets up to

(1.0"x0.25"), colors alternating with darkgrayish brown (10YR-4/2) from 7.4' to 15.0',color is mottled dark gray (5Y-4/1) and, dark

olive gray (5Y-3/2), (CL).

No Recovery.

End of Boring

16.7

20.0

-36.5

-39.8

1

2



3.0 In.

-19.8 Ft.

-19.8

02-10-10 14:17

STARTED






DRILLING LOG


16.7 Ft.

KD







0.0 Ft.

GLVC-10-20




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 14:16

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-20SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace organics, trace shell hash, verysoft clay, organics distributed in pockets up

to 0.5", dark gray (2.5Y-4/1), (CL).

CLAY, very soft clay, 0.5" whole shell @ 2.6',dark gray (2.5Y-4/1), (CL).

CLAY, very soft clay, (2.5"x1.0") sand pocket@ 8.0', very dark gray (5Y-3/1), (CL).

CLAY, trace shell hash, very soft clay,(2.0"x1.0") sand pocket @ 12.0', bit sample

from 16.5' to 16.9', dark gray (2.5Y-4/1),(CL).

No Recovery.

End of Boring

1.0

8.0

9.0

16.9

20.0

-20.3

-27.3

-28.3

-36.2

-39.3

1

2

3

4

2





3.0 In.

-19.3 Ft.

-19.3

02-10-10 14:36

STARTED






DRILLING LOG


16.9 Ft.

BF







0.0 Ft.

GLVC-10-21




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 14:35

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-21SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, very soft clay, very dark gray (5Y-3/1),(CL).

CLAY, trace sand, very soft clay, sanddistributed in pockets typically up to 0.5", 2.0"sand pocket @ 5.5', 0.25" whole shell @ 5.6',

1.0" sand pockets @ 9.7' and 9.9', 2.0"pocket of slightly firmer clay @ 13.1', bit

sample from 15.8' to 16.1', very dark gray(5Y-3/1), (CL).

No Recovery.

End of Boring

0.7

16.1

20.0

-18.8

-34.2

-38.1

1

2

3

4





3.0 In.

-18.1 Ft.

-18.1

02-10-10 14:52

STARTED






DRILLING LOG


16.1 Ft.

BF







0.0 Ft.

GLVC-10-22




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 14:51

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-22SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, very soft clay, sanddistributed in sandy pockets up to 2.0", 1.0"

light gray (5Y-7/2) clay pocket @ 5.2', bitsample from 18.5' to 18.8', color is mottleddark grayish brown (10YR-4/2) and, dark

gray (5Y-4/1), (CL).

No Recovery.

End of Boring

18.8

20.0

-39.1

-40.3

1

2



3.0 In.

-20.3 Ft.

-20.3

02-10-10 15:11

STARTED






DRILLING LOG


18.8 Ft.

KD







0.0 Ft.

GLVC-10-23




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 15:10

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-23SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace shell hash, very soft clay, 0.25"whole shell @ 1.8', 1.0" sand pocket @ 6.3',(0.25"x1.0") sand pocket @ 9.1', (1.0"x2.0")sand pocket @ 9.6', very dark gray (5Y-3/1),

(CL).

CLAY, very soft clay, (1.0"x0.25") sandpocket @ 14.1', very dark gray (5Y-3/1),

(CL).

CLAY, soft clay, bit sample from 18.8' to19.2', very dark gray (5Y-3/1), (CL).

No Recovery.

End of Boring

13.0

17.0

19.2

20.0

-32.8

-36.8

-39.0

-39.8

1

2

3




3.0 In.

-19.8 Ft.

-19.8

02-10-10 15:29

STARTED






DRILLING LOG


19.2 Ft.

BF







0.0 Ft.

GLVC-10-24




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 15:28

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-24SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

CLAY, trace sand, trace shell hash, very softclay, sand distributed in pockets up to 0.25",

dark olive gray (5Y-3/2), (CL).


CLAY, some sand, soft clay, sand distributedin pockets up to 2.0", dark olive gray

(5Y-3/2), (SC).

CLAY, trace shell hash, very soft clay,(0.5"x3.0") sand pocket @ 11.6', dark gray

(5Y-4/1), (CL).

CLAY, soft clay, bit sample from 16.2' to16.5', very dark grayish brown (2.5Y-3/2),

(CL).

No Recovery.

End of Boring

7.8

9.09.6

14.8

16.5

20.0

-26.5

-27.7-28.3

-33.5

-35.2

-38.7

1

2

3




3.0 In.

-18.7 Ft.

-18.7

02-10-10 15:45

STARTED






DRILLING LOG


16.5 Ft.

BF







0.0 Ft.

GLVC-10-25




COMPLETED

VERTICALHORIZONTAL

Sean Kemnuir


12. TOTAL SAMPLES


DEG. FROMVERTICAL


4. NAME OF DRILLER

3. DRILLING AGENCY


0.0 Ft.

1. PROJECT

02-10-10 15:44

0.0






BO

X O

RS

AM

PLE



ELEV.(ft)

DEPTH(ft)

GLVC-10-25SHEET 1

OF 1 SHEETS

SAJ FORM 1836

0

5

10

15

20

25

LEG

EN

D

%REC.

Boring Designation

REMARKS

LOU

ISIA

NA

GR

AN

D_L

IAR

D_2

010_

VIB

RA

CO

RE

S.G

PJ

JP

BR

AZ

IL.G

DT

9/

21/1

0

ADDITIONAL MATERIAL SYMBOLS

AC

Cement Concrete

Sampler Symbol Descriptions

GRAPH

Topsoil/Forest Duff/Sod

Crushed Rock/Quarry Spalls

Graphic Log Contact

TS

Blowcount is recorded for driven samplers as the numberof blows required to advance sampler 12 inches (ordistance noted). See exploration log for hammer weightand drop.

A "P" indicates sampler pushed using the weight of thedrill rig.



Standard Penetration Test (SPT)

Piston

%FALCACPCSDSHAMCMDOCPMPPSAUUUCVS

Direct-Push

Bulk or grab

NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to berepresentative of subsurface conditions at other locations or times.

Perched water observed at time ofexploration

Shelby tube

SYMBOLS

Laboratory / Field TestsPercent finesAtterberg limitsChemical analysisLaboratory compaction testConsolidation testDirect shearHydrometer analysisMoisture contentMoisture content and dry densityOrganic contentPermeability or hydraulic conductivityPocket penetrometerSieve analysisTriaxial compressionUnconfined compressionVane shear

Initial groundwater level observed attime of exploration

Measured groundwater level at timenoted on log

TYPICAL

KEY TO EXPLORATION LOGS

CC

CR


Asphalt Concrete

GC

PT

OH

CH

MH

OL

ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY

GM

GP

GW

DESCRIPTIONSTYPICAL

LETTERGRAPH


MORE THAN 50%RETAINED ON NO.

200 SIEVE

SYMBOLSMAJOR DIVISIONS

WELL-GRADED SANDS, GRAVELLYSANDSCLEAN SANDS

GRAVELS WITHFINES

CLEANGRAVELS

HIGHLY ORGANIC SOILS

SILTSAND

CLAYS

SILTSAND

CLAYS

SANDAND

SANDYSOILS

GRAVELAND

GRAVELLYSOILS


FINEGRAINED

SOILS

COARSEGRAINED

SOILS

SW


RETAINED ON NO.4 SIEVE

CL

WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES

POORLY-GRADED SANDS,GRAVELLY SAND

INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY

INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS

SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES


SOIL CLASSIFICATION CHART

LIQUID LIMITGREATER THAN 50

LIQUID LIMITLESS THAN 50

SANDS WITHFINES

SP

PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTS

INORGANIC CLAYS OF HIGHPLASTICITY


ORGANIC SILTS AND ORGANICSILTY CLAYS OF LOW PLASTICITY

INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS

CLAYEY SANDS, SAND - CLAYMIXTURES

SILTY SANDS, SAND - SILTMIXTURES

CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES

POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES

ML

SC

SM

NOTE: Multiple symbols are used to indicate borderline or dual soil classifications

MORE THAN 50%PASSING NO. 200

SIEVE


PASSING NO. 4SIEVE

DESCRIPTIONSLETTER


Material Description Contact

FIGURE B-1

21

22

22

17

14

15

20

20

23

1

2

3

4

5

6

7

8

9

PT

CH

OH

CL

OH

CH

CL-ML

Zero (feet) at water surface

Mudline at EL. -1 footVery soft dark gray peat


Very soft gray organic clay


Very soft gray very silty clay*

Very soft gray very silty clay with organic matterand 1" sand layer

Soft gray very silty clay


Very soft gray clay with 2" fine sand layer

374

63

104

36

41

36

38

89

75

136

31

56

18

10

12

12

58

30

195

56

86

38

30

33

32

91

56

14

11

14

10

13

15

10

13 77

0.06

0.17

0.29

0.40

0.81

1.09

1.38

1.67

0.16

0.15

0.10

0.11

0.15

0.25

0.17

0.14

15.4

60.4

50.7

86.7

84.6

91.4

53.6

70.3

0.056

0.074

0.113

0.128

0.104

0.237

0.097

0.11

TotalDepth (ft)

HammerData

SystemDatum


VTDrillingMethodDrilled

Notes:

DAS


Wet RotaryDriller


Marsh Buggy-Mounted Drill Rig

Elevation (ft)

8/18/2011

DrillingEquipment

LatitudeLongitude

N29° 18' 35.8"W89° 28' 30.2"

GeographicNAD83 (feet)

80

See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.

Safety Hammer/Cathead140 (lbs) / 30 (in) Drop

1.0

1.0

0.0

Geoengineers, Inc.8/18/2011End

8/18/2011

1Sample disturbed during extrusion.

FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION

Sheet 1 of 3Figure B-2

Log of Boring B-11

Project Location:

Project:

Project Number:

Grand Liard Marsh and Ridge Restoration (BA-68) - StructuresPlaquemines Parish, Louisiana16715-018-01

LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

17

7

14

15

13

19

18

22

22

10

11

12

13

14

15

16

17

18

ML

CH

CL

Firm gray clayey silt

Very soft gray silt with clay, organic matter andfine sand

Soft gray laminated clay and fine sand with 1½"clay layers

Very soft gray clay with silt streaks*



Soft gray clay

Very soft gray clay with trace shells

Very soft gray clay with silt

28

32

47

74

66

66

39

71

55

5

1

44

55

54

35

50

24

23

26

73

83

84

62

83

49

5

15

14

14

14

702.53

3.11

3.69

3.97

0.35

0.45

0.21

0.30

0.12

93.7

80.7

64.6

78.4

63.6

0.192

0.248

0.221

0.259

0.237

0.293

0.083

0.288


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

23 19 CH Very soft gray clay 67 4371124.440.2461.9 0.293


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

17

20

9

22

20

20

9

10

19

1

2

3

4

5

6

7

8

9

PT

OH

CH

CL

CL-ML

CH

CL


Mudline at EL. -1 footVery soft dark gray peat


Very soft gray clay

Very soft gray clay with silt, organic matter andferrous nodules

Medium gray clayey silt

Very soft gray clay with silt streaks and shellfragments

Very soft gray clay

Very soft gray clay

Very soft gray clay with silt lenses

599

182

47

54

34

63

64

63

60

193

122

33

19

6

62

41

270

148

53

42

26

86

72

15

14

14

11

10

11

9

9

14

0.06

0.17

0.29

0.40

0.52

0.81

1.09

1.38

1.67

0.11

0.13

0.10

0.11

0.78

0.16

0.23

0.23

0.14

10.3

30.8

74

73.8

89.8

62

61.7

60.6

61.4

0.068

0.101

0.09

0.079

0.156

0.201

0.18

0.21

0.192

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/18/2011

DrillingEquipment

LatitudeLongitude

N29° 18' 21.4"W89° 28' 14.9"


80



1.0

1.0

0.0


8/18/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-12

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

14

24

24

24

24

22

21

22

19

18

10

11

12

13

14

15

16

17

18

19

20

21

CH

CL

CL-ML

CL

CL-ML

CH

CL

SM

CH

Very soft gray clay with silt and 2" silt layer

Very soft gray clay with 3" clayey silt layer atbottom

Very soft gray clay with silt and 2½" silt layer


Very soft gray silty clay with silt pockets, siltlenses and silt streaks


Soft gray clay with silt streaks and 3" silt layer

Very soft gray clay with silt and 3" clayey siltlayer

Firm tan sandy silt with two 1" clay layers and3½" clay layer

Soft gray clay with silt pockets

Very soft gray clay with 4" fine sand layer atbottom

Very soft gray clay with 1½" clayey silt layer and4½" fine sand layer at bottom

41

65

44

26

29

29

44

39

43

58

48

21

44

24

5

17

4

36

22

30

36

37

44

74

48

25

40

25

64

45

53

66

64

15

15

13

15

13

13

69

1.96

2.53

3.11

3.40

3.80

3.97

0.14

0.14

0.26

0.21

0.26

0.18

77.3

75.8

76.9

84.7

83.3

65.6

0.165

0.156

0.077

0.365

0.261

0.327

145


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

23 22 CL Very soft gray silty clay with silt, 5" clayey siltlayer and 4" fine sand layer at bottom

44 1940154.550.1980.9


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

18

15

14

11

9

16

13

15

1

2

3

4

5

6

7

8

OH

CL

CH


Mudline at EL. -9 feetVery soft gray organic clay


Very soft gray clay with silt and 1" organicmatter layer

Very soft gray silty clay with organic matter

Very soft gray very silty clay with organic mattertraces

Very soft gray clay

Very soft gray clay


181

173

70

65

40

86

90

45

114

97

23

18

14

42

46

57

148

131

49

40

33

71

76

85

13

13

15

15

15

12

15

3

0.06

0.17

0.29

0.40

0.52

0.81

1.09

1.38

0.10

0.10

0.05

0.18

0.42

0.18

0.12

0.21

27.8

29.2

62.4

66.4

85.6

51.8

56.1

77.8

0.088

0.059

0.128

0.119

0.174

0.119

0.124

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller


Pontoon-Mounted Drill Rig

Elevation (ft)

8/23/2011

DrillingEquipment

LatitudeLongitude

N29° 18' 10.4"W89° 28' 10.8"


80



1.0

1.0

0.0


8/24/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-13

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

16

14

22

14

15

15

15

13

9

10

11

12

13

14

15

16

CL

CH

CL

CH

Soft gray clay with silt lenses and pockets

Soft gray clay

Soft gray clay with silt and 4" very silty claylayer

Soft gray clay with silt trace

Soft gray clay with silt


Soft gray clay

Medium gray clay with silt lenses

49

44

49

39

39

65

60

62

38

34

24

28

25

63

56

64

58

49

52

49

87

88

9

13

14

14

3

7

1.67

1.96

2.25

2.82

3.11

3.69

0.28

0.47

0.37

0.39

0.31

0.78

70.2

77.1

78

80.9

61.2

62.9

0.318

0.277

0.498

0.32


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

17 17 Medium gray clay with silt lenses 65


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

23

24

17

24

22

23

22

20

21

1

2

3

4

5

6

7

8

9

OH

CH

CL

CH


Mudline at EL. -1 footVery soft gray organic clay


Very soft gray clay

Very soft gray silty clay with organic matter

Very soft gray silty clay with 2" silt layer atbottom

Very soft gray clay with silt, organic matter and3" silt layer at bottom

Very soft gray clay with 5" silt layer at bottom

Very soft gray clay with shell fragments

Very soft gray clay with shell traces and organicmatter

294

175

44

44

51

43

44

88

87

109

111

16

14

20

28

51

45

141

142

37

36

44

50

78

70

12

12

15

14

15

15

15

15

0.06

0.17

0.17

0.40

0.52

0.81

1.38

1.67

0.10

0.05

0.11

0.12

0.15

0.13

0.13

0.16

16.1

27.4

69.1

77.8

75.6

83.2

51.4

54.1

0.074

0.072

0.124

0.115

0.293

0.128

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/19/2011

DrillingEquipment

LatitudeLongitude

N29° 18' 03.3"W89° 28' 05.9"


80



1.0

1.0

0.0


8/19/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-14

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

23

23

22

22

23

22

22

23

22

10

11

12

13

14

15

16

17

18

Very soft gray clay with 1" and 3" clayey siltlayers and shell fragments

Very soft gray clay with wood

Very soft gray clay

Very soft gray clay with 2½" clayey silt layer


Very soft gray clay

Soft gray clay with 2" fine sand layer

Soft gray clay with 1½" fine sand layer

Very soft gray clay with 1" fine sand layer atbottom

43

85

88

65

66

85

68

68

76

56

65

50

50

47

60

82

92

74

77

74

93

5

13

14

12

15

13

8

1.96

2.25

2.53

2.82

3.11

3.40

3.69

0.19

0.16

0.12

0.15

0.13

0.21

0.39

72.7

53.3

51.4

60.7

59.5

52

60.7

0.117

0.142

0.171

0.153

0.149

0.119

0.214

0.205


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

20 19 Very soft gray clay with silt streaks, silt pockets,and 2 x 1" clayey silt layers

54 154.440.1766.2 0.201


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

9

9.5

19

8

13

15

15

CL-ML

CL

CH

CL


Mudline at EL. -15 feet

Firm gray clayey silt with 2½" fine sand layer

Very soft gray clay with silt


Very soft gray clay with silt lenses and 2" clayeysilt layer

Soft gray clay with shell fragments

Very soft gray clay

Very soft gray silty clay with two 1" clay layers

41

35

33

44

69

32

7

23

15

47

52

53

21

26

44

35

77

81

78

41

12

12

15

11

15

15

0.06

0.17

0.29

0.40

0.75

1.04

0.42

0.16

0.23

0.18

0.23

0.25

89.3

83

85.2

70

59.2

85.7

0.043

0.196

0.077

0.201

0.169

0.133

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/23/2011

DrillingEquipment

LatitudeLongitude

N29° 18' 10.4"W89° 28' 24.1"


80



1.0

1.0

0.0


8/24/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-15

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

10.5

18

17

9.5

9

20

10.5

20

CH

Very soft gray very silty clay with three ½" claylayers

Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay

Medium gray clay

Medium gray clay

39

76

59

57

56

53

50

56

12

46

40

45

51

52

52

57

32

74

74

74

78

76

80

81

14

8

13

15

15

11

1.32

1.61

1.90

2.19

2.76

3.05

0.31

0.39

0.29

0.35

0.34

0.63

84.6

60

60.9

68.1

68

69.1

0.383

0.273

0.455

0.334

0.352

0.536


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

10 Medium gray clay 4676


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

16

15

9.5

10.5

10

8

12

16

CH

CL

CH


Mudline at EL. -9 feet

Very soft gray clay with silt lenses and organicmatter


Very soft gray very silty clay with 2" silt layerand organic matter

Very soft gray silty clay with 1" silt layer andorganic matter

Very soft gray very silty clay with organic matter

Very soft gray silty clay with 1" and ½" claylayers

Soft gray clay with silt lenses and organic matter


65

65

37

40

46

36

69

66

40

46

12

16

11

23

53

51

62

72

32

37

30

40

79

82

14

15

12

15

15

14

13

14

0.06

0.17

0.29

0.40

0.52

0.81

0.92

1.39

0.20

0.12

0.22

0.21

0.20

0.19

0.36

0.27

61.9

60.6

85.9

88.3

87.7

79.4

60.7

60.8

0.183

0.133

0.068

0.092

0.054

0.205

0.201

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/23/2011

DrillingEquipment

LatitudeLongitude

N29° 17' 41.6"W89° 28' 15.5"


80



1.0

1.0

0.0


8/23/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-16

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

10

11

15

18

18

17

18

15


Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay


Soft gray clay


71

58

44

53

59

66

65

60

53

52

55

56

51

53

52

79

82

79

79

79

85

82

15

12

15

14

15

15

1.67

1.96

2.25

2.53

2.82

3.11

0.20

0.38

0.31

0.37

0.31

0.31

63.1

68.7

74.1

68.4

64.8

61.7

0.261

0.288

0.214

0.198

0.291

0.527

0.433


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

10 Soft gray clay 53 113.970.4467.8 0.435


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

10

18

18

20

13

14

1

2

3

4

5

6

OH

CH


Mudline at -19 feet

Very soft gray organic clay with shell fragments

Very soft gray organic clay with silt and shellfragments

Very soft gray clay with shell fragments andorganic matter

Very soft gray clay with organic matter and shellfragments

Very soft gray clay with silt streaks and pockets

Very soft gray clay

83

85

79

78

67

77

73

69

60

54

44

51

101

97

86

82

68

82

13

12

15

8

13

15

0.06

0.16

0.29

0.40

0.52

0.81

0.23

1.20

0.18

0.12

0.11

0.14

51.8

51.1

55.3

53.5

60.2

55.5

0.185

0.176

0.169

0.117

0.131

0.124

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/22/2011

DrillingEquipment

LatitudeLongitude

N29° 17' 19.7"W89° 28' 08.1"


80



1.0

1.0

0.0


8/22/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-17

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

11

13

11

15

15

13

17

13

7

8

9

10

11

12

13

14



Soft gray clay with silt lenses and pockets



Medium gray clay with silt lenses


Medium gray clay

70

59

61

60

65

59

52

59

40

45

34

49

59

51

41

56

64

73

59

77

83

76

67

87

11

12

14

12

14

7

1.10

1.39

1.67

2.25

2.53

3.11

0.23

0.30

0.27

0.33

0.55

0.60

62.2

63.8

65.4

64

69.2

65.2

0.119

0.221

0.288

0.297

0.331

0.401

0.352


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

16 15 Medium gray clay with silt lenses 60 5184


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

12

15

16

17

10

20

22

1

2

3

4

5

6

7

CH

CL-ML

OH


Mudline at EL. -15

Very soft gray clay with organic matter and siltlenses

Very soft gray clay with organic matter and siltstreaks

Very soft gray clay with organic matter, siltstreaks and shell fragments

Very soft gray clay with 5" sand layer

Very soft gray clay

Firm gray clayey silt with 2½" clay layer

Very soft gray organic clay with silt lenses

60

76

70

74

80

31

96

52

44

50

51

43

5

69

75

74

75

76

70

23

91

11

7

13

15

15

6

13

0.58

0.17

0.29

0.40

0.52

0.75

1.04

0.18

0.21

0.16

0.17

0.20

0.49

0.13

63.6

57.9

58.9

57.9

56.9

93.9

47.2

0.178

0.284

0.207

0.459

0.21

TotalDepth (ft)

HammerData

SystemDatum



Notes:

DAS


Wet RotaryDriller



Elevation (ft)

8/23/2011

DrillingEquipment

LatitudeLongitude

N29° 17' 34.2"W89° 28' 12.2"


80



1.0

1.0

0.0


8/23/2011


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

0

5

10

15

20

25

30

35

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

0

-5

-10

-15

-20

-25

-30

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION


Log of Boring B-18

Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

17

22

19

23

22

22

19

23

8

9

10

11

12

13

14

15

CH

Soft gray clay with silt pockets

Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay

Soft gray clay

Medium gray clay

61

60

50

49

48

51

65

55

51

56

48

48

44

40

43

82

83

72

73

69

67

73

13

15

15

15

15

10

1.32

1.61

1.90

2.19

3.05

3.34

0.27

0.27

0.40

0.49

0.31

0.64

61.1

61.9

72.2

70.1

63.5

67.1

0.238

0.318

0.428

0.354

0.385

0.444

0.282

0.778


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

35

40

45

50

55

60

65

70

75

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-35

-40

-45

-50

-55

-60

-65

-70

-75

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

23 16 Medium gray clay with sand pockets 56 5786 0.615


FIELD DATA

Wat

er L

evel

Blo

ws/

foot

Dep

th (f

eet)

80

Rec

over

ed (i

n)

Inte

rval

Col

lect

ed S

ampl

e

Ele

vatio

n (fe

et)

-80

Sam

ple

Nam

e

Gra

phic

Log

Gro

upC

lass

ifica

tion MATERIAL

DESCRIPTION



Project Location:

Project:

Project Number:


LABORATORY DATA

Wat

erC

onte

nt, %

Pla

stic

ityIn

dex

(PI),

%

Liqu

idLi

mit

(LL)

, %

Stra

in, %

Pas

sing

No.

200

Sie

ve, %

Con

finin

gP

ress

ure

(KS

F)

Com

pres

sive

Stre

ngth

(TS

F) 1

Dry

Den

sity

,(p

cf)

Min

i Van

e S

hear

Stre

ngth

(KS

F)

Bat

on R

ouge

: D

ate:

10/4

/11

Pat

h:P

:\16\

1671

5018

\01\

GIN

T\G

RA

ND

LIA

RD

MA

RS

H R

IDG

E R

ES

TOR

ATI

ON

BO

RIN

G L

OG

S.G

PJ

DB

Tem

plat

e/Li

bTem

plat

e:G

EO

EN

GIN

EE

RS

8.G

DT/

GE

I8_G

EO

TEC

H_L

AB

appendix h: boring logs - state of · pdf fileappendix h: boring logs ... well-graded sands,...

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