G-51 Sheet of

RE

C=

60''/

60''

=10

0%

C-3

C-4

C-4: Light grey, mica SCHIST, very slightly fractured, veryslightly weathered joints, hard rock[NYCBC Class 1a]

End of boring at 51.5'

NX

CO

RE

BA

RR

EL

RQ

D=

57''/

60''

=95

%

7

7

10

10

10

7

8

10

-42.2Borehole backfilled withcuttings & concrete patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L

Sample DescriptionDepthScale

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-51

Hudson Yards - WRY

LIRR West Side Yard, Manhattan, NY

170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

31 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-35.7

Remarks(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data

2

7

124

S-1

S-2

14" Reinforced Concrete

5" Asphalt

Brown, coarse to medium SAND, some medium to finegravel, dry (Fill)[NYCBC Class 7]

S-1: Gravel and rock fragments (mica schist) (Fill)[NYCBC Class 7]

S-2: Brown-grey, CLAY (CH), some fine sand, trace silt,trace mica, trace shells[NYCBC Class 4b]

SS

SS

24

6

9

7

9

3

+8.1

+7.7

-5.7

Boring located on LIRR track14, about 50' west of 11thAvenue overpass

Rollerbit through concrete andasphalt

Hand auger to a depth of 5'

Drill to 10' using rollerbit withwater and no down pressure

Push 4" casing to 4'

1" Rec (gravel)Redrive 2" Spoon:20-8-5-111" Rec (gravel)

Push 4" casing to 9'Rollerbit to 15'

Hard drilling and loss of washwater at 15' (Boulder?)Drive 4" casing to 15'WC=52.7 , LL=71 , PL=30

Organic Content = 4.9%(burnoff)

Drive 4" casing to 20'Rollerbit to 20'Dark brown-grey wash

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

6Completion

Sampler Hammer

Date Finished

Undisturbed

140

DonutDrilling Foreman

5

10/25/04

Date Started

Casing Diameter (in)

Acker 2D Hi-Rail Truck Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone RollerbitCasing Depth (ft)

Reynolds Bridgpal

27 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300

Drilling Equipment Rock Depth

Casing Hammer

26

4

Michael Paquette

Completion Depth

Number of Samples

Drop (in)

10/22/04

0

57 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 3

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-52

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

35 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+9.3



33

13

Sample Data

8

128

RE

C=

60''/

60''

=10

0%R

EC

=60

''/60

'' =

100%

RE

C=

56''/

60''

=93

%R

EC

=58

''/60

'' =

97%

S-3

S-4

C-1

C-2

C-3

C-4

S-3A: 6" stiff, dark brown, SILT (CL-ML), trace fine sand,trace shells, trace mica[NYCBC Class 5b]S-3B: 6" stiff, light brown, SILT (ML), trace mica[NYCBC Class 5b]

S-4: Light brown, SILT (ML), trace shells, trace mica,trace gravel[NYCBC Class 5a]

C-1: Light grey, mica SCHIST, very lightly weatheredjoints, 30 to 45 degree foliation, joints are fresh (manymechanical), soft rock that breaks apart in fingers at joints[NYCBC Class 1b]

Vertical joint 30.5' to 31'Clay in joint

C-2: Light grey, mica SCHIST, highly fractured, slightlyweathered joints, 45 degree foliation with parallel fractures[NYCBC Class 1b]

Very soft from 33' to 39'

C-3: Light grey, mica SCHIST, moderately fractured,moderately weathered, hard rock, 60 to 70 degree foliationwith parallel fractures[NYCBC Class 1b]

C-4: Light grey, mica SCHIST, moderately weatheredfractures, hard rock, 70 to 80 degree dip in fractures[NYCBC Class 1b]

SS

SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

11

10

11

100/0"

9

5

RQ

D=

48''/

60''

=80

%R

QD

=32

''/60

'' =

53%

RQ

D=

37''/

60''

=62

%R

QD

=47

''/60

'' =

78%

12

5

5

5

6

8

5

7

5

8

9

8

10

9

10

12

9

8

-11.7

-16.7

WC=17.2 , LL=21 , PL=14

Rollerbit to 25'Light brown wash

Spoon bouncing at 26'

Spin 3" casing to 26'

Can break rock with fingers atsharp joints

Many joints are fresh andmechanical, rock is fallingapart as it exits the core barrel

Soft rock, can break withfingers at joints

Area of very soft, weatheredrock from 33' to 39'

Majority of breaks aremechanical, rock is soft,breaking as removed fromcore barrel

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 3

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-52

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

35 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-10.7



22

100/0"

Sample Data

RE

C=

58''/

60''

=97

%R

EC

=60

''/60

'' =

100%

C-4

C-5

C-6

Highly fractured zone from 46' to 47'

C-5: Light grey, mica SCHIST, highly fractured,moderately weathered[NYCBC Class 1b]

Highly fractured zone 51' to 52'

C-6: Light grey, mica SCHIST, few fractures, slightlyweathered[NYCBC Class 1a]

End of boring at 57'

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

30''/

60''

=50

%R

QD

=53

''/60

'' =

88%

9

9

10

10

12

9

13

10

7

10

10

12

-47.7

Rock breaking as removedfrom core barrel

Many mechanical breaksRock is broken by fingers atjoints (soft)

Borehole backfilled withcuttings & concrete patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-52

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

36 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-35.7



Sample Data

10

9

2

11

1214

1124

S-1

S-2

S-3

S-4

Dark brown, coarse to medium SAND, some gravel, tracebrick fragments (Fill)[NYCBC Class 7]

Brown, medium to fine SAND, some silt, trace fine gravel(Fill)[NYCBC Class 7]

Brown-grey, GRAVEL, trace brick, trace sand (Fill)[NYCBC Class 7]

S-1: Grey, silty fine SAND, trace fine gravel, trace brickfragments, dark 2" stain (Fill)[NYCBC Class 7]

S-2: Grey-brown, fine GRAVEL, some fine to mediumsand (Fill)[NYCBC Class 7]

S-3: Grey-black, fine GRAVEL, trace coarse sand, tracebrick (Fill)[NYCBC Class 7]

S-4: Grey-black, organic CLAY (OH), trace silt, fine sandlenses[NYCBC Class 4b]

SS

SS

SS

SS

5

9

6

8

6

9

2

11

5

6

5

4

+6.6

-10.1

Boring located about 116'south of W33rd Street, andabout 3' off of 12th Avenuecurb

qu (tsf) estimated from PocketPenetrometer

Hand auger to 6'Obstruction at 2.5'Expand hole southward,cannot removeOffset hole 2' north

Hammer casing to 5'Rollerbit to 7'

Rollerbit to 10'

Push 4" casing to 15'Rollerbit to 15'Dark grey cuttings at 14'

Staining, petroleum odor

Staining, petroleum odor

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


12/9/04

Date Started


DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Dave Puzycki

96 ft

First

Disturbed

2" O.D. Split Spoon / 3" Shelby Tube

Warren George, Inc.

30300


Casing Hammer

95

18

Stuart Knoop

Completion Depth

Number of Samples

Drop (in)

12/2/04

3

123 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 6

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

43 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+6.9



11

18

8

19

Sample Data

2

1

2

2

3

1815

2414

2424

S-5

S-6

S-7

S-8

S-9

U-1

S-5: Grey-black, organic CLAY (OH), trace vegetation,trace shell fragments[NYCBC Class 6]

S-6: Grey-black, organic CLAY (OH), trace shellfragments[NYCBC Class 6]

S-7: Dark grey organic CLAY (OH), trace shell fragments[NYCBC Class 6]

S-8: Black-grey, organic CLAY (OH)[NYCBC Class 6]

S-9: Dark grey, varved silty CLAY (CL-ML), trace shellfragments, 0.25" sandy horizons with shells[NYCBC Class 6]

SS

SS

SS

SS

SS

UN

DIS

T

1

1

WOH

1

1

1

WOH

1

1

2

WOH

WOH

WOH

1

3-30.1

Staining, slight odor

Rollerbit to 25'

qu=0.25 tsf

Staining

Rollerbit to 30'

qu=0.25 tsf

Spotty staining

Rollerbit to 35'

Slight odor, staining

qu=0.25 tsf

Rollerbit to 40'

Rollerbit to 45'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 6

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

44 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-13.1



2

2

3

Sample Data

WOH

WOH

WOH

WOH

2424

2424

24

S-1

0S

-11

S-1

2U

-2S

-13

S-10: Dark grey, varved clayey SILT (ML-CL), trace shellfragments[NYCBC Class 6]

S-11: Dark grey, varved clayey SILT (ML-CL), trace shellfragments[NYCBC Class 6]

S-12: Dark grey, clayey SILT (ML-CL), trace shellfragments, slight odor[NYCBC Class 6]

S-13: Dark grey, varved clayey SILT (ML-CL), trace shellfragments, slight organic odor[NYCBC Class 6]

SS

SS

SS

UN

DIS

TS

S

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

qu=0.25 tsf

Rollerbit to 50'

qu=0.5 tsf

Rollerbit to 55'

qu=0.5 tsf

Rollerbit to 60'

Rollerbit to 65'

qu=0.5 tsf

Rollerbit to 70'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 6

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

44 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-38.1



Sample Data

WOH

WOH

18

8

2424

024

24

S-1

4S

-15

U-3

S-1

6S

-17

S-14: Dark grey, clayey SILT (ML-CL), trace shellfragments, slight organic odor[NYCBC Class 6]

S-15: Dark grey, clayey SILT (ML), trace shell fragments[NYCBC Class 6]

S-16: Dark grey, clayey, silty fine SAND (SM), laminatedwith clayey silt lenses, trace shell fragments[NYCBC Class 3a]

S-17: Stiff, dark grey, clayey, sandy SILT (ML), laminated[NYCBC Class 6]

SS

SS

UN

DIS

TS

SS

S

WOH

WOH

18

3

WOH

WOH

19

6

WOH

WOH

WOH

6

-88.1

qu=0.75 tsf

Rollerbit to 75'

qu=0.5 tsf

Rollerbit to 80'

Rollerbit to 90'

Rollerbit to 95'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

70

Elevation and Datum

95

of 6

MA

TE

RIA

LS

YM

BO

L


71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 4

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

45 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-63.1



37

9

Sample Data

RE

C=

102

''/12

0'' =

85%

RE

C=

120

''/12

0'' =

100%

RE

C=

43''/

60''

=72

%

C-1

C-2

C-3

C-1: Grey-black, biotite SCHIST, 1" quartz vein, mediumhard, v slightly weathered, v close fracture spacing,foliation at ~50 degrees, fractures parallel to foliation,slight brown stain on fracture surfaces[NYCBC Class 1d]

Blue-grey, biotite, feldspar, garnet SCHIST, hard, v slightlyweathered, close to v close fracture spacing, foliation at~50 degrees, fractures parallel to foliation, fresh fracturesurfaces

Grey-white, GRANITOID, 0.5" spaced, muscovite definedfoliation, hard, fresh, close fracture spacing, fractures dipat ~10 degrees, foliation at ~50 degrees, fresh fractures

C-2: Black-grey, biotite, feldspar SCHIST, hard, foliation at~50 degrees[NYCBC Class 1b]

Grey-white, GRANITOID, hard, close fracture spacing

Black-grey, biotite, feldspar SCHIST, hard, foliation at ~50degrees

C-3: Grey-pink, GRANITOID, very hard, fresh, faintfoliation defined by quartz and mica at 10-40 degrees,course crystalline quartz at 119', mica layers are spacedand folded, fractured along mica layers[NYCBC Class 1c]

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

37''/

120'

' =31

%R

QD

=95

''/12

0'' =

79%

RQ

D=

25''/

60''

=42

%

100/0"S-18 0SS

11

11

11

11

6

7

6

5

6

6

6

5

5

3

4

7

5

5

5

5

4

4

4

5

Biotite schist in spoon shoe

38" of core unrecovered duringC-2, piece was retrievedduring core run C-3

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

95

Elevation and Datum

120

of 6

MA

TE

RIA

LS

YM

BO

L


96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 5

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

45 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-88.1



100/0"

Sample Data

RE

C=

24''/

24''

=10

0%C-3

C-4

C-4: Grey-pink, GRANITOID, very hard, fresh, faintfoliation defined by quartz and mica at 10-40 degrees,course crystalline quartz at 119', mica layers are spacedand folded, fractured along mica layers[NYCBC Class 1a]End of boring at 123'

NX

CO

RE

BA

RR

EL

RQ

D=

24''/

24''

=10

0%

6

4

9

-116.1

Core barrel jammed at 123'

Borehole backfilled withcuttings and surface patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

120

Elevation and Datum

145

of 6

MA

TE

RIA

LS

YM

BO

L


121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

Project

N-Value(Blows/ft)

10 20 30 40

G-53

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 6

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

46 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-113.1



Sample Data

5

3

27

1818

6

S-1

S-2

S-3

6" Asphalt

S-1: Brown, coarse to fine SAND, some fine gravel, tracesilt (Fill)[NYCBC Class 7]

S-2: Dark brown, f SAND, some silt, trace fine gravel (Fill)[NYCBC Class 7]

S-3: Brown, coarse to fine SAND, some coarse to finegravel, trace silt, trace concrete and asphalt fragments(Fill)[NYCBC Class 7]

SS

SS

SS

2

3

11

1

2

47

3

4

4

+8.0Boring located in NYDSparking, about 420' east of12th Avenue and 26' north of30th Street


Hand auger to 6'

Drive 4" casing to 10'Rollerbit to 10'

Add revert to wash


Concrete fragments in tip ofspoon

Drive 4" casing to 20'Rollerbit to 20' (Hard drilling)

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

5Completion

Sampler Hammer

Date Finished

Undisturbed

140


10/27/04

Date Started


Acker-11 Truck

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Cory Tirro

65 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300


Casing Hammer

65

12

Nipam Shah

Completion Depth

Number of Samples

Drop (in)

10/21/04

0

90 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 4

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-6

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

51 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+8.5



3

5

5858

Sample Data

10

23

6

5

4

108

1014

13

S-4

S-5

S-6

S-7

S-8

S-4: ROCK FRAGMENTS, with brown medium to finesand, trace fine gravel (Fill)[NYCBC Class 7]

S-5: ROCK FRAGMENTS, with some coarse to finegravel, some medium to fine sand (Fill)[NYCBC Class 7]

S-6: Brown, coarse to fine SAND, some coarse to finegravel, trace silt (Fill)[NYCBC Class 7]

S-7: Dark brown, coarse to fine SAND, some silt, tracecoarse to fine gravel, trace asphalt fragments (Fill)[NYCBC Class 7]

S-8: Grey, silty CLAY (CH), trace shell fragments[NYCBC Class 4c]

SS

SS

SS

SS

SS

15

8

8

5

2

22

5

5

3

3

44

13

20

11

3

-30.5

Rollerbit to 25'

Rollerbit to 30'Gravel and rock fragments inwashHard drilling and rig chatter28.5'-30' (Possible boulder)

Rollerbit to 35'Loss of wash water


Mix revert into washRollerbit to 40'

Rollerbit to 45'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 4

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-6

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

52 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-11.5



37

13

13

8

5

Sample Data

3

5

5

10

222

412

RE

C=

49''/

60''

=82

%

S-9

S-1

0S

-11

S-1

2C

-1



S-11: Grey, silty CLAY (CL), trace shell fragments, tracewood and grass[NYCBC Class 4c]

S-12: Grey, clayey SILT (ML-CL), trace wood chips, rockfragments[NYCBC Class 5b]

C-1: Grey-black, mica SCHIST, highly weathered,moderately fractured except highly fractured between67.7' - 67.9'. close to wide fracture spacing, strong rock,fine to medium grained, iron-oxide staining at 67', 67.3'and 67.7'[NYCBC Class 1b]

SS

SS

SS

SS

NX

CO

RE

BA

RR

EL

2

3

3

4

2

3

4

6

3

4

4

4

RQ

D=

33''/

60''

=55

%

12

10

10

8

-56.5

qu=0.75 tsfTook Shelby tube at 45',recovery = 3", takespoonWC=49.3 , LL=56 ,PL=24Organic Content = 3.8%(burnoff)Rollerbit to 50'

Rollerbit to 52'

Organic Content = 3.3%(burnoff)WC=65.5 , LL=45 ,PL=20

Rollerbit to 60 '

WC=30.1 , LL=25 , PL=20

Rollerbit to 65'

Rock at ~65'Spin 3" casing to 65'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 4

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-6

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

52 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-36.5



4

6

7

10

Sample Data

RE

C=

56''/

60''

=93

%R

EC

=60

''/60

'' =

100%

RE

C=

38''/

60''

=63

%R

EC

=57

''/60

'' =

95%

C-2

C-3

C-4

C-5

C-2: Grey-black, mica SCHIST, moderately weatheredexcept highly weathered at 74.4', slightly fractured exceptmoderately fractured[NYCBC Class 1b]

C-3: Grey-black, mica SCHIST, moderately weatheredexcept highly weathered at 75.5'-75.7' and 78.5'-80',slightly fractured except highly fractured at 78.5'-80', closeto wide fracture spacing, strong rock, medium to finegrained, Serpentine at 76', clay coated fractures[NYCBC Class 1b]

C-4: Grey-black, mica SCHIST, highly weathered,moderately to highly fractured, close to wide fracturespacing, soft rock, fine to medium grained, serpentine at83'[NYCBC Class 1b]

C-5: Grey-black, mica SHIST, moderately weathered,slightly fractured, wide fracture spacing, strong rock,medium to fine grained, trace pegmatite, clay coatedfractures 85-87'[NYCBC Class 1a]


NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

43''/

60''

=72

%R

QD

=38

''/60

'' =

63%

RQ

D=

32''/

60''

=53

%R

QD

=54

''/60

'' =

90%

6

6

6

6

5

5

5

4

4

4

6

6

5

4

6

5

5

6

6

6

-81.5Borehole backfilled withcuttings and surface patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

70

Elevation and Datum

95

of 4

MA

TE

RIA

LS

YM

BO

L


71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

Project

N-Value(Blows/ft)

10 20 30 40

G-6

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 4

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

53 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-61.5



Sample Data

8

5

112

S-1

S-2

2" Asphalt Pavement6" Concrete Slab

Light brown, fine sandy GRAVEL with cobbles (Fill)[NYCBC Class 7]

S-1: Black, fine GRAVEL, some sand, some brickfragments (Fill)[NYCBC Class 7]

S-2: Dark brown, silty GRAVEL, some sand, trace brickfragments (Fill)[NYCBC Class 7]

SS

SS

9

4

6

4

12

4

+6.4

+5.9

Boring located on LIRR westaccess road, about 40' southof 33rd street gate and 17'east of fence


Drill through asphalt andconcrete slab

Rollerbit with water and nopressure to 6'Push casing to 4ft

Rollerbit with water and nopressure to 10'Spin casing to 9'Rollerbit to 10'

Hammer casing to 14'Mix revertRollerbit to 15'

Rollerbit to 15'

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

5Completion

Sampler Hammer

Date Finished

Undisturbed

140


7

10/21/04

Date Started


DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Robert Ware

90 ft

First

Disturbed


Warren George, Inc.

30300


Casing Hammer

89

15

Juan Pinzon

Completion Depth

Number of Samples

Drop (in)

10/15/04

2

115 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 5

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-62

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

58 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+6.6



15

8

Sample Data

6

5

5

2

2

35

624

22

S-3

S-4

S-5

S-6

S-7

S-3: Dark brown-black, fine GRAVEL, some medium sand(Fill)[NYCBC Class 7]

S-4: Black, fine GRAVEL, some sand, trace rockfragments (Fill)[NYCBC Class 7]

S-5: Black, fine GRAVEL, some sand, trace clay(Fill)[NYCBC Class 7]

S-6: Black, organic silty CLAY (OH)[NYCBC Class 4c]

S-7: Grey, organic silty CLAY (OH), shell fragments[NYCBC Class 6]

SS

SS

SS

SS

SS

6

7

2

1

1

4

4

3

3

1

6

7

2

1

2

-26.9

Rollerbit to 25'

Rollerbit to 35'

qu=0.25 tsf

Rollerbit to 40'

qu=0.5 tsfWC=51.8 , LL=52 , PL=21


Rollerbit to 45'Hole is caving inPush casing to 29'Rollerbit to 45'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 5

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-62

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

58 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-13.4



10

11

5

4

2

Sample Data

2

2

4

2424

2424

24

U-1

S-8

S-9

U-2

S-1

0

Grey, organic silty CLAY (OH)

S-8: Grey, organic silty CLAY (OH), shell fragments[NYCBC Class 6]

S-9: Grey, organic silty CLAY (OH), trace fine sand, traceorganics, shell fragments[NYCBC Class 4c]

Grey, silty CLAY (CL)

S-10: Grey, silty CLAY (CL), shell fragments[NYCBC Class 6]

UN

DIS

TS

SS

SU

ND

IST

SS

WOH

3

WOH

WOH

2

2

1

WOH

WOH

-53.4

WC=49.5 , LL=60 , PL=22

Rollerbit to 50'

qu=0.5 tsf

Rollerbit to 55'

qu=0.5 tsfWC=54.3 , LL=58 , PL=24


WC=34.1 , LL=30 , PL=16

Rollerbit to 65'Lost waterFill up mud tubMix revert

qu=0.5 tsf

Rollerbit to 70'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 5

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-62

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

59 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-38.4



5

Sample Data

3

5

1

2

2424

2424

RE

C=

58''/

60''

=97

%

S-1

1S

-12

S-1

3S

-14

C-1

S-11: Grey, silty CLAY (CL), some fine sand, shellfragments[NYCBC Class 6]

S-12: Grey, silty CLAY (CL), some fine sand, shellfragments[NYCBC Class 4c]

S-13: Grey, silty CLAY (CL), some fine sand[NYCBC Class 6]

S-14: Grey, silty CLAY (CL), trace fine sand[NYCBC Class 6]

C-1: Grey-brown, slightly fractured QUARTZITE, veryhard, slightly weathered joints, trace mica schist in joints[NYCBC Class 1b]

SS

SS

SS

SS

NX

CO

RE

BA

RR

EL

1

WOH

WOH

WOH

2

4

WOH

WOH

1

WOH

WOH

3

RQ

D=

46''/

60''

=77

%

100/0"S-15 0SS

6

4.5

4.5

4.5

5.5

-83.4

qu=0.5 tsfWC=28.5 , LL=28 , PL=15

Rollerbit to 75'

qu=0.50-0.75 tsf

Rollerbit to 80'

qu=0.25-0.50 tsf

Rollerbit to 85'

qu=0.5 tsfWC=32.4 , LL=34 , PL=16

Rollerbit to 90'Rig chatters from 89.5' to 90'

Spoon refusal @ 90'

Push/Spin casing to 89'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

70

Elevation and Datum

95

of 5

MA

TE

RIA

LS

YM

BO

L


71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

Project

N-Value(Blows/ft)

10 20 30 40

G-62

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 4

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:20:

59 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-63.4



3

100/0"

Sample Data

RE

C=

58''/

60''

=97

%R

EC

=30

''/60

'' =

50%

RE

C=

58''/

60''

=97

%R

EC

=57

''/60

'' =

95%

C-2

C-3

C-4

C-5

C-2: Grey-brown, slightly fractured QUARTZITE, veryhard, slightly weathered joints, mica schist veinsSome serpentine (green) from 99' to 100[NYCBC Class 1b]

C-3: Grey-brown, highly fractured QUARTZITE, hard,weathered joints, mica schist veinsSerpentine (green) from 100' to 100.5[NYCBC Class 1b]

C-4: Grey-brown, fractured QUARTZITE, very hard,slightly weathered joints, mica schist veinsTrace serpentine (green)[NYCBC Class 1b]

C-5: Grey-brown, fractured QUARTZITE, very hard,slightly weathered joints, mica schist veins[NYCBC Class 1b]


NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

48''/

60''

=80

%R

QD

=4'

'/60'

' =7%

RQ

D=

35''/

60''

=58

%R

QD

=30

''/60

'' =

50%

5

5.5

5

3.5

3.5

2

2

3

3

4.5

3

3

4

4

4.5

4

5

4.5

7.5

5

-108.4


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

95

Elevation and Datum

120

of 5

MA

TE

RIA

LS

YM

BO

L


96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

Project

N-Value(Blows/ft)

10 20 30 40

G-62

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 5

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

00 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-88.4



Sample Data

3

5

00

S-1

S-2

14" Concrete

Asphalt

GRAVEL with some coarse to fine sand, trace silt (Fill)[NYCBC Class 7]

Brown, coarse to fine SAND, some silt, trace coarse tofine gravel, moist (Fill)[NYCBC Class 7]

Dark brown, coarse to fine SAND, some silt, trace finegravel, wet (Fill)[NYCBC Class 7]

S-1: No recovery

S-2: No recovery

SS

SS

2

8

3

4

2

6

+7.1

+6.6

-11.7

Boring located on LIRR track29, about 73' east of bumperblock

qu (tsf) estimated from PocketPenetrometerSu (tsf) estimated from PocketTorvane

Use thin wall bit to coreconcreteHand auger to a depth of 6'

Used Rollerbit withoutpressure between 6'-10'

Sample lostDrive 4" casing to 10'

Rollerbit to 15'

Sample lost

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


6

10/13/04

Date Started



24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Bob Verbent

85 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300


Casing Hammer

85

15

Nipam Shah

Completion Depth

Number of Samples

Drop (in)

10/11/04

0

105 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 5

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-63

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

05 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+8.3



5

12

Sample Data

WOH

WOH

1

3

1

1424

2424

24

S-3

S-4

S-5

S-6

S-7

S-3: Dark brown-black, organic CLAY (OH), trace silt,trace sand[NYCBC Class 6]

S-4: Black, organic CLAY (OH), trace silt[NYCBC Class 6]

S-5: Black, organic CLAY (OH), trace silt, occasional finegravel, trace wood fragments[NYCBC Class 6]

S-6: Black, organic CLAY (OH), trace silt, trace shellfragments[NYCBC Class 6]

S-7: Black, organic CLAY (OH), trace fine sand, trace silt,trace shell fragments[NYCBC Class 6]

SS

SS

SS

SS

SS

WOH

WOH

1

1

1

WOH

WOH

1

2

1

WOH

WOH

1

2

2

WC=86 , LL=91 , PL=33

Sheen in sample, Strongpetroleum odorOrganic Content = 7.0%(burnoff)Rollerbit to 25'

Strong petroleum odor

Rollerbit to 30'

WC=83.7 , LL=98 , PL=32


Rollerbit to 35'

Rollerbit to 40'

Rollerbit to 45'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 5

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-63

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

06 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-11.7



2

3

2

Sample Data

2

2

2

1

WOH

1218

1824

24

S-8

S-9

S-1

0S

-11

S-1

2



S-10: Black, organic silty CLAY (OH), some fine sand,trace shell fragments[NYCBC Class 4c]

S-11: Dark grey-black, silty CLAY (CL), little fine sand,shell fragments[NYCBC Class 6]

S-12: Dark grey, silty CLAY (CL), some shell fragments,trace fine sand[NYCBC Class 6]

SS

SS

SS

SS

SS

2

1

3

WOH

WOH

2

1

2

1

WOH

2

2

3

WOH

WOH

-51.7

qu=0.06 tsf

Rollerbit to 50'

qu=0.09 tsf

Rollerbit to 55'

qu=0.07 tsfWC=42.7 , LL=32 , PL=17

Rollerbit to 60'

qu=0.19 tsf

Rollerbit to 65'

qu=0.17 tsf


Rollerbit to 70'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 5

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-63

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

06 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-36.7



4

2

5

Sample Data

2

39

242

10R

EC

=54

''/60

'' =

90%

RE

C=

60''/

60''

=10

0%

S-1

3S

-14

S-1

5C

-1C

-2

S-13: Dark grey, silty CLAY (CL), trace f sand, trace shellfragments[NYCBC Class 6]

S-14: Dark grey, CLAY (CL), some medium to coarsegravel, some silt, little sand (Glacial Till)[NYCBC Class 4a]

S-15: Dark brown, medium to fine SAND (SM), some silt,trace coarse to fine gravel, trace rock fragments, traceshell fragments (Glacial Till)[NYCBC Class 4a]

C-1: Grey, mica SCHIST, slightly weathered, sound,closely to widely fracture spacing, very strong rock, fgrained. slightly to moderately foliated, Iron staining @87.3'-87.5'[NYCBC Class 1a]

C-2: Grey, mica SCHIST, slightly weathered, sound, veryclosely to widely fractured spacing, very strong rockfine grained, slightly to moderately weathered foliations[NYCBC Class 1a]

Clay coated staining @ 90.0'-90.2' and 94.5'-95.0

SS

SS

SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

1

45

1

35

100/5"

1

14

25R

QD

=54

''/60

'' =

90%

RQ

D=

54''/

60''

=90

%

5

5

5

5

5

5

5

5

4

4

-66.7

-71.7

-76.7

qu=0.22 tsfWC=34.6 , LL=33 , PL=17


Rollerbit to 75'

Lost sample, possibly becauseof gravelVery soft cohesive sample

Revert the bore holeMixed drilling fluid additive withwaterRollerbit to 80'

Rollerbit to 85'Rollerbit refusal

Top of rock at 85'Drive 3" casing to 85'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

70

Elevation and Datum

95

of 5

MA

TE

RIA

LS

YM

BO

L


71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

Project

N-Value(Blows/ft)

10 20 30 40

G-63

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 4

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

07 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-61.7



2

8080

100/5"

Sample Data

RE

C=

60''/

60''

=10

0%R

EC

=60

''/60

'' =

100%

C-3

C-4

C-3: Grey-black, mica SCHIST, moderately weathered,slightly to moderately fractured, closely to widely fracturespacing, very strong rock, fine to medium grained,moderately weathered foliations[NYCBC Class 1b]

Iron oxide staining @ 95.9'-96.6' and 99.2'-99.6'Weak

C-4: Grey-black, mica SCHIST, Moderately weathered,slightly to moderately fractured, Closely to widely fracturespacing, Very strong rock, fine to medium grained,Moderately weathered foliations[NYCBC Class 1b]


NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

31''/

60''

=52

%R

QD

=47

''/60

'' =

78%

5

5

5

4

4

-96.7


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

95

Elevation and Datum

120

of 5

MA

TE

RIA

LS

YM

BO

L


96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

Project

N-Value(Blows/ft)

10 20 30 40

G-63

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 5

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

07 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-86.7



Sample Data

3

6

08

S-1

S-2

15" Concrete

6" Asphalt

GRAVEL, trace coarse to fine sand, trace silt

Brown coarse to fine SANDSome silt, trace coarse to fine gravel (moist)

Dark brown coarse to fine SAND, trace silt, trace coarseto fine gravel (wet)

S-1: No recovery

S-2: Black, coarse to fine SAND (SW), some fine gravel,trace silt[NYCBC Class 6]

SS

SS

2

5

3

5

6

5

+7.5

+7.0

-11.3

Boring located on LIRR track29, about 225' east of bumperblock


Use thin wall core for initialconcrete and asphalt coringHand auger to 6'

Used Rollerbit withoutpressure between 6' and 10'

Push/spin 4" casingSample lost, reattemptedSample lost again

Rollerbit to 15'

Sample lost, reattempted

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


6

10/18/04

Date Started



24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Bob Verbent

59 ft

First

Disturbed


Warren George, Inc.

30300


Casing Hammer

59

10

Nipam Shah / Cynthia Burzynski

Completion Depth

Number of Samples

Drop (in)

10/13/04

2

79 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 4

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-64

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

12 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+8.7



5

10

Sample Data

3

2

3

1

WOH

1510

2424

2424

24

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-3: Black, organic CLAY (OH), trace silt, trace fine sand,trace rock fragments[NYCBC Class 4c]

S-5: Black, organic CLAY (OH), some silt, trace fine sandtrace shell fragments[NYCBC Class 4c]

S-6: Black, organic CLAY (OH), some silt, trace shellfragments[NYCBC Class 4c]

S-7: Black, organic CLAY (OH), trace fine sand, trace silttrace shell fragments[NYCBC Class 6]


SS

UN

DIS

TS

SS

SS

SU

ND

IST

SS

2

2

2

1

WOH

2

3

3

2

WOH

6

2

2

1

1

Rollerbit to 25'

Pushed Shelby Tube

qu=0.11 tsf

Rollerbit to 30'

qu=0.2 tsf

Rollerbit to 35'

qu=0.11 tsf

Rollerbit to 40'


Rollerbit to 45'WC=42.6 ,LL=51 , PL=20


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 4

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-64

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

13 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-11.3



4

5

5

3

Sample Data

1

11

2424

5R

EC

=29

''/60

'' =

48%

RE

C=

52''/

60''

=87

%

S-1

0S

-11

S12

C-1

C-2

C-3

S-10A: Top 12": Soft, black, organic CLAY (OH), tracesilt, trace shell fragments[NYCBC Class 6]S-10B: Bottom 12": medium to fine SAND (SM), somesilt, trace fine gravel, trace shell fragments[NYCBC Class 6]

S-11: Dark grey, medium to fine SAND (SM), some silt,some fine gravel, trace shell fragments[NYCBC Class 3b]

S-12: Dark brown, coarse to fine SAND (SM), some silt,some coarse to fine gravel, trace rock fragments (GlacialTill)[NYCBC Class 3a]

Weathered Rock

C-1: Grey, mica SCHIST, medium to fine grained, slightlyweatheredMedium strong to weak rock, with 50-75 degree foliation[NYCBC Class 1d]

60.4' to 60.9' - QUARTZ veinSlightly weathered, strong rock

60.9' to 61.4' - SCHISTHighly fractured, strong

C-2: Grey, mica SCHIST, m grained, slightly weathered,medium strong, with 55-60 degree foliation[NYCBC Class 1c]

SS

SS

SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

2

4

50

1

7

100/5"

1

5

60R

QD

=18

''/60

'' =

30%

RQ

D=

27''/

60''

=45

%

6

5

5

3

3

5

6

6

6

6

6

-37.3

-45.3

-49.3

-50.3

qu=0.23 tsf

Rollerbit to 50'

Drilling fluid additive mixedwith waterRollerbit to 55'

Gravel in tip of spoon

Rollerbit to 59'

Harder drilling from 58'Core rock at 59'

1/4" gray clay in filling at 60.1'- 60.9' along high angle joint75 to 85 degrees

Steady and faster drilling at 62to 64'(possibly weathered rock)

Moderately fractured 64' to 66'1/8" thick white clay coatingalong 60-75 degree roughsurfaces

High angle 75-85 degreefracture 66' to 67.2'

Slightly fractured from 66' to68'.Weak to medium strong rock

Weak rock, moderatelyweathered 72.5'-72.8'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 4

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-64

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

13 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-36.3



3

11

100/5"

Sample Data

RE

C=

60''/

60''

=10

0%R

EC

=51

''/60

'' =

85%

C-3

C-4

C-3: Grey, mica SCHIST, medium grained, slightlyweathered, medium strong to strong, with 45-55 degreefoliation[NYCBC Class 1a]

C-4: Grey, mica SCHIST, m grained, slightly weathered,medium strong, with few pink garnets, 55-70 degreefoliation[NYCBC Class 1b]

End of borinig at 79'N

X C

OR

E B

AR

RE

LN

X C

OR

E B

AR

RE

L

RQ

D=

57''/

60''

=95

%R

QD

=36

''/60

'' =

60%

6

6

6

6

6

6

6

6

6

-70.3

SCHIST with few garnets,strong rock from 72.8', with 50degree foliation, from 72.8' to74.0'

Weak rock along portion ofcore 76.9'-77.2' @ 70 degrees

Smooth planar joint 45 degreeat end of run


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

70

Elevation and Datum

95

of 4

MA

TE

RIA

LS

YM

BO

L


71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

Project

N-Value(Blows/ft)

10 20 30 40

G-64

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 4

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

14 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-61.3



Sample Data

2

1

1420

S-1

S-2


5" AsphaltLight brown, medium to coarse SAND, some gravel (Fill)[NYCBC Class 7]

S-1: Brown, SILT, some fine sand, trace gravel, tracewood (Fill)[NYCBC Class 7]

S-2A: 12" Brown, SILT, trace fine sand, trace gravel (Fill)[NYCBC Class 7]

S-2B: 8" Grey, CLAY (CH-OH), trace fine sand, organic[NYCBC Class 4c]

SS

SS

2

WOH

1

7

4

WOH

+8.1

+7.7

-6.7


qu (tsf) estimated from PocketPenetrometerSu (tsf) estimated from PocketTorvane

Core concrete / asphaltHand auger to 6'Water @ ~5'Use rollerbit, no pressure, andwater to clean to 10'

Sand/ Gravel cuttings

Push 4" casing to 10'Rollerbit to 15'

Rollerbit to 15'

qu=0.09 tsf

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


5

10/13/04

Date Started



24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Reynolds Bridgpal

30 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300


Casing Hammer

29

5

Michael Paquette

Completion Depth

Number of Samples

Drop (in)

10/12/04

0

50 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 3

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-66

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

19 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+9.3



3

Sample Data

11

12

2410

RE

C=

60''/

60''

=10

0%R

EC

=60

''/60

'' =

100%

RE

C=

60''/

60''

=10

0%

S-3

S-4

C-1

C-2

C-3

S-3: Grey, CLAY (CH-OH), trace silt, trace fine sand,shell fragments[NYCBC Class 4b]

S-4: Brown, silty SAND (SM), some gravel, trace finesand, trace mica, trace shells (Glacial Till)[NYCBC Class 3b]

C-1A: Grey, mica SCHIST, highly fractured, weathered[NYCBC Class 1b]

C-1B: Light grey and pink, granitic PEGMATITE, sound[NYCBC Class 1b]

C-2: Light grey and pink, granitic PEGMATITE, sound[NYCBC Class 1a]

C-3: Light grey and pink, granitic PEGMATITE, soundHighly weathered fracture at 41[NYCBC Class 1a]

SS

SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

3

10

6

12

3

10

RQ

D=

41''/

60''

=68

%R

QD

=60

''/60

'' =

100%

RQ

D=

60''/

60''

=10

0%100/1"S-5 0SS

10

10

13

8

5

6

5

4

8

6

10

8

10

15

14

-14.7

-20.7

qu=0.25 tsfWC=49.6 , LL=66 , PL=28


Rollerbit to 25'

Gravel in cuttings, wash turnsbrown @ ~24'

Rollerbit to 30'

Spoon bouncing @ 30'Spin 3" casing to 30'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 3

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-66

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

19 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-10.7



9

22

100/1"

Sample Data

RE

C=

60''/

60''

=10

0%

C-4

C-4: Light grey and pink, granitic PEGMATITE, slightlyweathered joints from 45' to 46'[NYCBC Class 1a]


NX

CO

RE

BA

RR

EL

RQ

D=

60''/

60''

=10

0%

13

7

5

6

-40.7

Silt in core barrel, unclog andrun again


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-66

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

20 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-35.7



Sample Data

312

S-1

S-2


5" AsphaltBrown, medium to coarse SAND (SW), some gravel

S-1: Brown, SILT, and black MICA SCHIST (fragments)(boulder)[NYCBC Class 5a]

S-2A: 6" black-brown, coarse SAND (SW), some fine tocoarse gravel, some mica[NYCBC Class 6]S-2B: 6" brown, SILT (ML), trace mica[NYCBC Class 5a]

SS

SS 4

17100/2"

3

+8.2

+7.8

-6.6


Core concrete slabRollerbit through asphalt (~5')Hand auger to 5'Encounter water @ 5'

Rollerbit with water and nopressure to 10'

Hard drilling @ 9'

Spoon bouncing @ 10'Install casing to 8'Rig chatter @ 10' (boulder?)Drill to 15'No wash returnRig drop @ ~ 13.5'Drop @ ~ 14.5'

Hammer casing to 15'Rollerbit to 20'No wash returnDrilling indicative of boulders(hard drilling followed bysudden drops and no washreturn)

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


5

10/19/04

Date Started



24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Reynolds Bridgpal

30 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300


Casing Hammer

30

5

Michael Paquette / Stephen Morse

Completion Depth

Number of Samples

Drop (in)

10/13/04

0

50 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 3

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-67

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

24 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+9.4



21

Sample Data

10R

EC

=60

''/60

'' =

100%

RE

C=

45''/

60''

=75

%R

EC

=60

''/60

'' =

100%

S-3

C-1

C-2

C-3

S-3: SILT (ML) and MICA, some coarse sand, tracegravel, rock fragments (Glacial Till)[NYCBC Class 5a]

S-4: Decomposed rock (mica, quartz pegmatite)[NYCBC Class 5a]

C-1: Grey, mica SCHIST, moderate to highly weatheredModerate to highly fractured[NYCBC Class 1b]

C-2: Grey, mica SCHIST, Moderate weathering, somehighly weathered zones, Vertical joint between 39' - 40'Vertical foliation in mica between 38' - 40'[NYCBC Class 1d]

C-3: Grey, mica SCHIST, banded between 41' - 43'Vertically foliated 40' - 41' and 43' - 45'Moderately weathered[NYCBC Class 1b]

SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

100/5"

40

RQ

D=

31''/

60''

=52

%R

QD

=20

''/60

'' =

33%

RQ

D=

30''/

60''

=50

%

100/4"

100/1"

S-4

S-5

4

0

SS

SS

4

3

3

4

5

3

2

2

2

2

5

6

6

7

8

-14.6

-20.6

Rollerbit to 25'

Rig chatter @ 24'

Spin 3" casing to 25'No wash returnRoller bit to 30'No wash return

Spoon bouncing at 30'Spin 3" casing to 30'

Core barrel clogged @ 44'No vertical movementRemove core sample

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 3

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-67

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

25 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-10.6



100/5"

100/4"

100/1"

Sample Data

RE

C=

60''/

60''

=10

0%

C-4

C-4: Grey, mica SCHIST, vertically foliated, highlyweathered and fractured areas[NYCBC Class 1b]


NX

CO

RE

BA

RR

EL

RQ

D=

31''/

60''

=52

%

6

6

5

6

5

-40.6Borehole backfilled withcuttings & concrete patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-67

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

25 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-35.6



Sample Data

5

1

2

78

4

S-1

S-2

S-3

8" Asphalt

S-1: Fine GRAVEL, brick fragments, some medium sand(Fill)[NYCBC Class 7]

S-2: Brown, medium silty SAND, trace gravel (Fill)[NYCBC Class 7]

S-3: Brown, medium silty SAND, trace fine gravel, rockfragments (Fill)[NYCBC Class 7]

SS

SS

SS

10

1

3

7

2

1

6

2

6

+8.7

Boring located in NYDSparking area, about 280' westof 11th Avenue and 25' northof 30th Street


Rollerbit with no pressure to 6'

Push casing to 4'Clean to 6'

Hammer 4" casing to 9'Rollerbit to 10'Add Revert

Rollerbit to 15'Rig chatter

Hole caves in when trying totake sample, hammer 4"casing to 14'Redrill to 15'

Rollerbit to 20'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


10/13/04

Date Started


Acker-11 Truck Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Corey Tirro

50 ft

First

Disturbed


Warren George, Inc.

30300


Casing Hammer

50

9

Juan Pinzon / Clay Patterson

Completion Depth

Number of Samples

Drop (in)

10/12/04

1

70 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 3

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-7

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

30 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+9.4



17

3

4

Sample Data

9

25

4

3

13

93

519

00

S-4

S-5

S-6

S-7

U-1

S-9

S-4: Brown, medium SAND, some fine gravel, some silt(Fill)[NYCBC Class 7]

S-5: Brown-tan, coarse to medium SAND, rockfragments, some fine gravel (Fill)[NYCBC Class 7]

S-6: Grey, organic silty CLAY (OH), trace shell fragments[NYCBC Class 4c]

S-7: Grey, organic silty CLAY (OH), trace shell fragments[NYCBC Class 4c]

No recovery

S-8: No recovery

SS

SS

SS

SS

UN

DIS

TS

S

6

22

3

1

12

4

16

3

3

11

9

6

5

5

11

-20.6

Rollerbit to 25'Rig chatter

Install casing to 24'

Rollerbit to 30'

qu=0.25 tsf

Install casing to 29'

Rollerbit to 35'

Casing drops 6"Install casing to 34'Redrill to 35'qu=0.5 tsf

Rollerbit to 37

Rollerbit to 40'

Rollerbit to 45'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 3

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-7

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

30 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-10.6



10

38

6

4

23

Sample Data

2

20R

EC

=51

''/60

'' =

85%

RE

C=

51''/

60''

=85

%R

EC

=53

''/60

'' =

88%

RE

C=

56''/

60''

=93

%

S-1

0C

-1C

-2C

-3C

-4

S-9: Grey, organic silty CLAY (OH), some fine sand[NYCBC Class 6]

C-1: Black-white banded mica SCHIST, slightly fractured,partially weathered[NYCBC Class 1b]

C-2: Black-white banded mica SCHIST, slightly fractured,partially weathered[NYCBC Class 1b]

C-3: Black-white banded mica SCHIST, one break, noweathering[NYCBC Class 1a]

C-4: Black-white banded mica SCHIST, no fractures[NYCBC Class 1a]


SS

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

WOH

2

WOH

RQ

D=

42''/

60''

=70

%R

QD

=46

''/60

'' =

77%

RQ

D=

53''/

60''

=88

%R

QD

=56

''/60

'' =

93%

100/0"S-11 0SS

5

5

4

5

4

5

4

3

6

7

6

6

4

5

6

5

6

6

6

10

-40.6

-60.6

qu=0.5 tsfWC=36.1 , LL=33 , PL=16


Rollerbit to 50'

Hard drilling 48' - 50'

Spoon bouncing at 50'

Spin 3" casing to 50'


Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-7

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

31 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-35.6



100/0"

Sample Data

0S-1

6" Concrete Slab

Brown-black, medium to fine SAND, trace silt, trace brick,trace mica (Fill)[NYCBC Class 7]

S-3: Black-white-brown, coarse to medium SAND, tracebrick (Fill)[NYCBC Class 7]

S-4: Black-white-brown, coarse to medium SAND, tracebrick (Fill)[NYCBC Class 7]

SS

100/0"27

100/3"

100/5"

100/4"

S-2

S-3

S-4

0

4

4

SS

SS

SS

+14.6

Rollerbit through concreteDrill to 6' with water and nopressure on drill head

Cuttings indicate Fill (sand andgravel)

qu (tsf) obtained from PocketPenetrometer

Install 4" casing to 5'

Rollerbit to 8'Lose of water at 8'Refusal at 8' - take sample

Rollerbit to 10', hard drilling,cuttings indicate cobble

Install 4" casing to 10'Rollerbit to 10'

Rollerbit to 15'Hard drilling from 12' to 15'

Rollerbit to 20'Hard drilling from 15' to 18'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

0

Water Level (ft.)

4Completion

Sampler Hammer

Date Finished

Undisturbed

140


10/13/04

Date Started


DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company


Robert Ware

39 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

30300


Casing Hammer

39

8

Clay Patterson

Completion Depth

Number of Samples

Drop (in)

10/13/04

0

59 ft

Field Engineer


Drop (in)

Sampler

Weight (lbs)


Elevation and Datum

20

of 3

MA

TE

RIA

LS

YM

BO

L


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

Project

N-Value(Blows/ft)

10 20 30 40

G-9

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 1

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

34 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

+15.1



100/0"

100/3"

100/5"

100/4"

Sample Data

31

26

3

5

148

150

RE

C=

55''/

60''

=92

%

S-5

S-6

S-7

S-8

C-1

C-2

S-5: Brown, coarse to fine SAND, some fine gravel, tracesilt (Fill)[NYCBC Class 7]

S-6: Brown, coarse to medium SAND, some fine gravel,trace silt (Fill)[NYCBC Class 7]

S-7: Grey, organic CLAY (OH), trace medium to fine sand[NYCBC Class 4b]

S-8: No recovery

C-1: Black and white banded mica SCHIST, partiallyweathered, slightly fractured[NYCBC Class 1b]

SS

SS

SS

SS

NX

CO

RE

BA

RR

EL

21

19

7

4

29

27

3

3

17

14

14

6

RQ

D=

48''/

60''

=80

%

4

5

5

6

5

6

-13.4

-23.9

Rollerbit to 25'

Cannot advance 4" casing past10', spin 3" casing to 25'

Spin 3" casing to 30'Rollerbit to 30'

Spin 3" casing to 35'Rollerbit to 35'

Rollerbit to 39'Refusal at 39'Spin 3" casing to 39'

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

20

Elevation and Datum

45

of 3

MA

TE

RIA

LS

YM

BO

L


21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Project

N-Value(Blows/ft)

10 20 30 40

G-9

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 2

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

35 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-4.9



50

46

10

7

Sample Data

RE

C=

57''/

60''

=95

%R

EC

=57

''/60

'' =

95%

RE

C=

60''/

60''

=10

0%

C-2

C-3

C-4

C-2: Black and white banded mica SCHIST, slightlyweathered, slightly fractured[NYCBC Class 1a]




NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

NX

CO

RE

BA

RR

EL

RQ

D=

54''/

60''

=90

%R

QD

=53

''/60

'' =

88%

RQ

D=

54''/

60''

=90

%

7

7

6

6

6

5

5

6

7

6

7

6

5

5

-43.9Borehole backfilled withcuttings and surface patchedupon completion

Pen

etr.

resi

stB

L/6i

n

Typ

e

Rec

ov.

(in)

Num

ber

45

Elevation and Datum

70

of 3

MA

TE

RIA

LS

YM

BO

L


46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

Project

N-Value(Blows/ft)

10 20 30 40

G-9

Hudson Yards - WRY


170444101

Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 3

\\LA

NG

AN

.CO

M\D

AT

A\N

Y\D

AT

A1\

1704

441

01\E

NG

INE

ER

ING

DA

TA

\GE

OT

EC

HN

ICA

L\G

INT

\JE

TS

ST

AD

IUM

LO

GS

\LA

NG

AN

BO

RIN

GS

.GP

J ...

3/2

8/20

17 1

:21:

35 P

M ..

. Rep

ort:

Log

- LA

NG

AN

Cor

ing

(min

)

Elev.(ft)

-29.9



Sample Data

HUDSON YARDS

HYW-PL-KPF-RPT-A-20170501 15 PCT PF DESIGN CRITERIA REPORT MAY 1, 2017

APPENDIX B 2004 CPT Report (NYSCC)

HUDSON YARDS


APPENDIX C 2004 Laboratory Data (NYSCC)

HUDSON YARDS


APPENDIX D Borings by Others (Various)

DEP

TH (f

eet)

FIELD CLASSIFICATION AND REMARKS

DepthElev.

SAMPLE SOIL (Blows/6 in.)

CORING

CAS

ING

(Blo

ws/

ft)C

OR

ING

(Min

./ft)

TYPE

25.0

1

2

3

4

Hand

28

12

14

-

21

17

17

-

Auger

40

20

20

-

58

8

8

100/4"

14

4

15

2

Hand Augered Material:0' to 1' - Asphalt1' to 3.5' - Dark gray c-f SAND, and c-f GRAVEL,little Silt (GM), frequent concrete and bricks(construction debris) (FILL)

Grayish-brown c-f SAND, some c-f Gravel (rockfragments), little Silt, very dense (SM) (occasionalbricks and concrete fragments - (FILL)3.5' to 4.5' - Large cobblesRollerbit (5 7/8") to 10 ftHard drilling - possible rip-rap material (FILL)

Gray & silver c-f SAND, little m-f Gravel, little Silt,medium dense (Decomposed Mica Schist) (FILL)

Rig chatter to 15 ftWash is reddish-brown from 13' to 15'

Reddish-brown c-f SAND, little m-f Gravel, littleClayey Silt, dense (SM) (Glacial Till)

Smooth drillingWash is reddish-brown

Dark red and green c-f GRAVEL (angular), some c-fSand, trace Silt, very dense (GP) (TILL)Hard drilling to 22'Mica Schist in cuttings 22' to 25'

Roller bit refusal and begin coring at 25'.

0.0 - 3.5

3.5 - 5.5

10.0 - 12.0

15.0 - 17.0

20.0 - 20.3

S

S

S

S

Core Barrel

2"

GrabCasing

24"

C Piston

Drill Rod Size

I.D. (O.D.)

Type/SymbolI.D.O.D.LengthHammer Wt.Hammer Fall

300 lbs

HW

NWJ

3"

PS GU

24"

1.375"

2"

24"

Shelby Tube

4.5"

Split Spoon

2.937" (2.938")

2.938"

24"

3"

2.938"

140 lbs

30"

4"

3"

0/6 6/12 12/18 18/24 REC.(in.)

L>4"(in.)

REC.%SY

MBO

L

REC.(in.)N

UM

BER

DEP

TH (f

eet)

GR

APH

IC L

OG

RQD%

RUN(in.)

E: 983,503.1

8:00 am5:00 pm

INSPECTOR:

No 7 Subway line Extension

MTAN: 214,489.9

3/28/03

33rd St. & 11th Ave

OFFSET:

TIME:

107.5 feet

TIME:

WaterDepth

(ft)

HoleDepth

(ft)

M. BlejuwasR. Jeremic

CME 75 Truck Mounted

CONTRACTOR:

LOCATION:CLIENT:

Jersey Boring & Drilling

PROJECT:

Rotary WashRIG TYPE:DRILLING METHOD:

LOCATION:COORD.

*For additional readings, see CD-11w Well Installation Log.

GROUNDWATER DATA*

DRILLER:

Date

STN. NO.:

FINISH DATE:START DATE:

SURFACE ELEV.:DATUM:

Manhattan

Time

CasingDepth

(ft)

3/24/03

5

10

15

20

Boring No. 1

1

1

BORING LOG 1BORING NUMBER:

BOR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/18/

06

CD-11w of

SHEET NUMBER:CD-11w

of

PROJECT NUMBER:

Sheet

26553A

22.0

22.0

22.0

22.0

11.0

12.0

13.5

14.0

7:30 am

7:30 am

7:45 am

10:30 am

30.0

69.2

120.0

130.0

3/26/03

3/27/03

3/28/03

3/28/03

ParsonsBrinckerhoffQuade &Douglas, Inc.

C-125.0 - 30.0

C-230.0 - 35.0

C-335.0 - 45.0

C-445.0 - 53.0

56

57

120

96

93

95

100

100

Gray SCHIST, thinly foliated, slightly weathered,medium strong to strong, slightly fractured to sound,close fracture spacing from 25.3' to 27', fine to coarsegrained

Loss of recovery from 25' to 25.3'

Dark gray SCHIST, wavy foliated, slightlyweathered, moderate fracture spacing, slightlyfractured, strong, fine to coarse grained, garnetspresent throughout the run

Possible recovery loss (no rock wall contact 34.4' to34.6')

Dark gray SCHIST, foliated, unweathered, sound,wide fracture spacing, strong, fine to coarse grained

Wavy foliation 70 to 90 degrees except in contactwith Granitic Material where 35 to 40 degrees

Quartz and Feldspar veins 38' to 38.7' and 40.3' to40.7'

Gray SCHIST, thinly foliated approx.. 80 to 90degrees, unweathered, sound, wide fracture spacing,strong, fine to coarse grained from 45' to 48.5'

48.5' to 52' - Granitic Material mixed with SCHIST,slightly weathered, slightly fractured, close to

92

93

100

94

25.325.3525.826.726.927.2

3030.431

31.731.7532.833.233.534.434.835

38

39.6

R3/R4

R4

R4

R4

R4

II

II

I

I

II

1.51.51.51.51.51.5

---

1.51.51.5-

1.5-

1.5-

-

1.5---

-

-1.5

111222

---221-2-1-

-

1---

-

-1

103550807090

0-5MB20MB

5-10MB102030

30MB30

5-10MB30

40MB

*40MB

10*75MB40MB*45MB

-MB

10-30MB

15-30MB

55

39.840.340.8

43

45

48.549.3

4" (4.5")

2"TYPE:CORE BARREL DATA:

CASING SIZE:

NOTES:

CORE SIZE:NX

O.D.:I.D.: 2"

3"

DEP

TH (f

eet)

WEA

THER

ING

RQ

D (%

)

DESCRIPTION AND REMARKS(Lithology, Structure, Weathering,

Continuity, Strength, Color, Grain Size)

* - Denotes discontinuity along foliation

MB - Denotes mechanical break

Ja

ANG

LE (d

eg)

DISCONTINUITY DATA

REC

OVE

RY

(in)

DEP

TH (f

eet)

Jr

REC

OVE

RY

(%)

CO

RIN

G R

ATE

(ft/m

in)

CO

RE

RU

N N

O.

AND

DEP

TH (f

t)

STR

ENG

TH

PROJECT:

R. Jeremic

CME 75 Truck Mounted

MTA

Date

STN. NO.:



GROUNDWATER DATA

INSPECTOR:

No 7 Subway line ExtensionManhattan N: 214,489.9

3/28/03

33rd St. & 11th Ave

OFFSET:

TIME:

107.5 feet

TIME:

CONTRACTOR:

LOCATION:CLIENT:

Jersey Boring & DrillingM. Blejuwas

E: 983,503.1

5:00 pm8:00 am

RIG TYPE:Diamond drilling with double core barrelDRILLING METHOD:

LOCATION:COORD.

3/24/03

Time

HoleDepth

(ft)

CasingDepth

(ft)

WaterDepth

(ft)

DRILLER:

NO

. 7 C

OR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/21/

06

CD-11w of

SHEET NUMBER:CD-11w

of

PROJECT NUMBER:

Sheet

26553A

22.0

22.0

22.0

22.0

30.0

69.2

120.0

130.0

7:30 am

7:30 am

7:45 am

10:30 am

3/26/03

3/27/03

3/28/03

3/28/03

11.0

12.0

13.5

14.0

30

35

40

45

Boring No. 1 4

CORING LOGBORING NUMBER:

1 4ParsonsBrinckerhoffQuade &Douglas, Inc.

22.0

22.0

22.0

22.0

30.0

69.2

120.0

130.0

7:30 am

7:30 am

7:45 am

10:30 am

3/26/03

3/27/03

3/28/03

3/28/03

11.0

12.0

13.5

14.0

22.0

22.0

22.0

22.0

30.0

69.2

120.0

130.0

7:30 am

7:30 am

7:45 am

10:30 am

3/26/03

3/27/03

3/28/03

3/28/03

11.0

12.0

13.5

14.0

22.0

22.0

22.0

22.0

30.0

69.2

120.0

130.0

7:30 am

7:30 am

7:45 am

10:30 am

3/26/03

3/27/03

3/28/03

3/28/03

11.0

12.0

13.5

14.0

C-553.0 - 59.2

C-659.2 - 69.2

C-769.2 - 79.2

C-879.2 - 88.7

74

120

120

114

100

100

100

100

moderate fracture spacing, fine to coarse grainedLow friction (polished Mica) at 50.3', 51.6', and 51.7'

52' to 53' - Granitic PEGMATITE, sound, verystrong, coarse grained53' to 54.5' - Granitic PEGMATITE, sound, verystrong, coarse grained54.5' - PEGMATITE contact with SCHIST at highangle - 70 degrees54.5' to 59.2' - Gray SCHIST, wavy, thinly foliatedapprox. 70 to 90 degrees, unweathered, sound, widefracture spacing, strong, fine to coarse grainedGarnets (1/8") present

Gray SCHIST, foliated (wavy approx. 70 to 90degrees), unweathered, sound, wide fracture spacing,strong, fine to coarse grainedExcept: 63' to 65.2' - QUARTZ vein, with thin lensescontaining Feldspar minerals, interlayered at high tovertical angles with SCHISTFoliation reverses dip direction at 62' and 67.3'

Gray SCHIST, foliated, wavy 60 to 90 degrees,unweathered, sound, wide to very wide fracturespacing, strong to very strong, fine to coarse grained

Interlayered with QUARTZ vein with thin lensescontaining Feldspar minerals at 70.2' to 74.6'

79.2' to 80.2' - Gray Granitic Material mixed withSCHIST, sound, unweathered, strong, fine to coarsegrained80.2' to approx. 81' - Gray SCHIST, foliated, dip: 60to 80 degrees81' to approx. 87' - Gray GRANOFELS,unweathered, sound, wide fracture spacing, strong tovery strong, fine to medium grained87' to 88.7' - SCHIST, foliated, dip: 60 to 90 degrees

100

100

100

100

REC

OVE

RY

(%)

CO

RIN

G R

ATE

(ft/m

in)

CO

RE

RU

N N

O.

AND

DEP

TH (f

t)

STR

ENG

TH

NO

. 7 C

OR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/21/

06

R5

R4

R4

R5

R4/R5

R4/R5

R4

I

I

I

I

I

I

I

--

1.51.51.51.5----

-

-

-----------------

-----

-

---

-1.5

-

--4144----

-

-

-----------------

-----

-

---

-1

-

20MB5MB*70*65*75905MB0MB

*70MB

30MB

20MB

5MB

30MB0MB

*60MB*70MB*75MB0MB0MB5MB

*65MB20MB20MB40MB35MB40MB*70MB20MB10MB

*60MB30MB45MB

*80-90MB45MB

30MB

5MB

0MB25MB

15MB15

5MB

49.750.250.350.551.651.753

53.154.555.6

58

59.2

61.261.8

61.8562.362.863.664

64.465

65.165.367.267.568.668.869.270.2

73.173.674

74.274.5

77

79.280

80.7

82.282.3

84

No 7 Subway line ExtensionPROJECT:

LOCATION: Manhattan

CLIENT: MTADRILLER: M. Blejuwas

INSPECTOR: R. Jeremic

Jersey Boring & DrillingCONTRACTOR:

DEP

TH (f

eet)

WEA

THER

ING

RQ

D (%

)





Ja

ANG

LE (d

eg)

DISCONTINUITY DATAR

ECO

VER

Y (in

)

DEP

TH (f

eet)

Jr

(continued)

CD-11w of

SHEET NUMBER:CD-11w

of

PROJECT NUMBER:

Sheet

26553A

55

60

65

70

75

80

Boring No. 2 4



C-988.7 - 91.3

C-1091.3 -100.3

C-11100.3 -110.6

C-12110.6 -119.8

31

108

124

110

96

95

100

100

100

100

100

Gray SCHIST, faintly foliated dip 80 to 90 degrees,unweathered, sound, wide fracture spacing, verystrong, fine to medium grained-Block up at 91.5'-Problems with core catcher-Rock jammed inside core casing-Mechanical breaks 90.9' to 91.5'91.3' to 95.8' - Gray GRANOFELS, unweathered,sound, wide fracture spacing, strong to very strong,fine to medium grained

95.8' to 97.4' - Gray to dark gray HornblendeSCHIST interlayered with gray SCHIST, same asabove, strongWavy foliation 70 to 90 degrees97.4' to 100.3' - Greenish-gray, speckled pinkGRANITE, unweathered, sound, strong to verystrong, coarse grained100.3' to 100.9' - PEGMATITE100.9' to 101.6' - Greenish-gray GRANITE, slightlyfractured, unweathered to slightly weathered, coarsegrained, close fracture spacing-Healed fracture (vertical from 99.8' to 101.6')-No rock wall contact at 100.4' and 100.9'101.6' to 102.9' - Light gray GRANITE in high anglecontact with gray SCHIST102.9' to 107.5' - Gray SCHIST, faintly foliated, dip:60 to 70 degrees, unweathered, sound, wide fracturespacing, strong, fine to coarse grained

107.5' to 110.1' - Greenish-gray Hornblende SCHISTor AMPHIBOLITE, foliated, slightly weathered tounweathered, slightly fractured, strong, fine to coarsegrainedFoliation dip: wavy, 75 to 90 degrees110.1' to 110.6' - Gray SCHIST, foliated 65 to 35degrees110.6' to 113.6' - Gray SCHIST, thinly foliated (wavy70 to 90 degrees), unweathered, sound, wide fracturespacing, strong, fine to coarse grained113.6' to 116.4' - Gray SCHIST mixed with pink &gray Granitic PEGMATITE, sound, unweathered,wide fracture spacing, fine to coarse grained

116.4' to 117.7' - Gray SCHIST, thinly foliatedapprox. 80 to 90 degrees, same as above

117.7' to 119.8' - Light gray QUARTZITE,unweathered, sound, strong to very strong, fine tocoarse grained, wide fracture spacing

100R5

R5

R4

R4/R5

R4/R5

R4

R4

R4

R4/R5

R4/R5

I

I

I

I

I/II

I

I/II

I

I

I

-

-

-

---

--

1.5

1.51.5------

1.5-

1.53-----

-1.51.5-

1.5--

1.5

1.5---

-

-

-

-

---

--1

22------2-22-----

-22-2--

1

2---

-

20MB

25MB

*60MB

45MB70MB5MB

30MB20MB

20

45*6520MB60MB

25MB5MB5MB10MB70

20MB3015

20MB30MB50MB45MB

10-30MB

5-10MB

3080-900MB*7520MB5MB

30

*455-20MB5-40MB0-5MB

5-10MB

85.3

86.3

87.9

90.791

91.3

9393.494.4

95.795.896.197.498.498.699.199.4

100.1100.3100.4100.9101.6103.2103.9104.4105.4

107.9108.7109

109.3109.5109.7110.6

113.1

114.4115.3115.8116.1

118.7


LOCATION: Manhattan




DEP

TH (f

eet)

WEA

THER

ING

RQ

D (%

)





Ja

ANG

LE (d

eg)

DISCONTINUITY DATAR

ECO

VER

Y (in

)

DEP

TH (f

eet)

Jr

REC

OVE

RY

(%)

CO

RIN

G R

ATE

(ft/m

in)

CO

RE

RU

N N

O.

AND

DEP

TH (f

t)

STR

ENG

TH

NO

. 7 C

OR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/21/

06

(continued)

CD-11w of

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of

PROJECT NUMBER:

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26553A

90

95

100

105

110

115

Boring No. 3 4



C-13119.8 -129.7

119 100100

119.8' to 120.3' - Light gray QUARTZITE in verticalto high angle contact with SCHIST, unweathered,coarse grained, strong to very strong

120.3' to 129.7' - Gray SCHIST, unweathered, thinlyfoliated, wavy 70 to 90 degrees, sound, wide fracturespacing, strong, fine to coarse grained

E.O.B. at 129.7'.-Packer testing performed-Monitoring well installed

20MB15

10-30MB

R4/R5R4

II

-

-

-----

1.51.51.5-

1.5-

-

-

-----222-2-

15MB

-MB

55MB*80MB

10-30MB50MB15MB30565

119.8

122.5

124124.5124.7125

125.5126.3127.4127.5128.3129

129.7


LOCATION: Manhattan




DEP

TH (f

eet)

WEA

THER

ING

RQ

D (%

)





Ja

ANG

LE (d

eg)

DISCONTINUITY DATAR

ECO

VER

Y (in

)

DEP

TH (f

eet)

Jr

REC

OVE

RY

(%)

CO

RIN

G R

ATE

(ft/m

in)

CO

RE

RU

N N

O.

AND

DEP

TH (f

t)

STR

ENG

TH

NO

. 7 C

OR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/21/

06

(continued)

CD-11w of

SHEET NUMBER:CD-11w

of

PROJECT NUMBER:

Sheet

26553A

125

130

135

140

145

150

Boring No. 4 4



0/6 6/12 12/18 18/24 REC.(in.)

L>4"(in.)

REC.%SY

MBO

L

REC.(in.)

DEP

TH (f

eet)

FIELD CLASSIFICATION AND REMARKS

25.0

1

2

3

4

Hand

5

1

11

11

3

1

6

16

Auger

2

2

7

14

2

2

8

9

14

10

13

14

Hand Augered Material:0-0.5' - Concrete from street0.5' to 2' - Dark brown, coarse to fine SAND, c-fGravel, some organics, occasional cobbles2' to 4.5' - Same as above4.5' to 6' - Light brown, yellowish SAND (possiblyfrom LIRR drain pipe trench)

Light Brown, c-f SAND, some m-f Gravel, moist,loose.

(a) 3" light brown c-f SAND, some m-f Gravel, moistloose.(b) 7" Black, Clayey SILT, some m-f Sand, trace fgravel, soft organics.

Light Brown, Clayey SILT, little m-f Sand, mediumdense, moist.

Brown, c-f SAND, little c-f gravel, trace clayey silt,medium dense, moist.

Roller bit refusal and begin coring at 25'.

0.0 - 6.0

6.0 - 8.0

10.0 - 12.0

15.0 - 17.0

20.0 - 22.0

S

S

S

S

Core Barrel

2"

GrabCasing

24"

C Piston

Drill Rod Size

I.D. (O.D.)

Type/SymbolI.D.O.D.LengthHammer Wt.Hammer Fall

300 lbs

HW

NWJ

3"

PS GU

24"

1.375"

2"

24"

Shelby Tube

4.5"

Split Spoon

2.937" (2.938")

2.938"

24"

3"

2.938"

140 lbs

30"

4"

3"

DepthElev.

SAMPLE SOIL (Blows/6 in.)

CORING

CAS

ING

(Blo

ws/

ft)C

OR

ING

(Min

./ft)

TYPE

NU

MBE

R

DEP

TH (f

eet)

GR

APH

IC L

OG

RQD%

RUN(in.)

E: 983,374.0

8:00 am4:00 pm

INSPECTOR:

No 7 Subway line Extension

MTAN: 213,877.0

6/1/03

LIRR (West Side Yard)

OFFSET:

TIME:

108.0 feet

TIME:

WaterDepth

(ft)

HoleDepth

(ft)

M. BlejuwasA. Zabala

CME 75

CONTRACTOR:

LOCATION:CLIENT:

Jersey Boring & Drilling

PROJECT:

Rotary WashRIG TYPE:DRILLING METHOD:

LOCATION:COORD.

GROUNDWATER DATA

DRILLER:

Date

STN. NO.:



Manhattan

Time

CasingDepth

(ft)

5/27/03

5

10

15

20

Boring No. 1

1

1

BORING LOG 1BORING NUMBER:

BOR

ING

LO

G N

O_7

NE.

GPJ

MAI

NLI

~1.G

LB 8

/18/

06

CD-12 of

SHEET NUMBER:CD-12

of

PROJECT NUMBER:

Sheet

26553A

25.05.411:30 am 120.06/2/03

ParsonsBrinckerhoffQuade &Douglas, Inc.

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