REC=60''/60'' =100%

C-3 C-4

C-4: Light grey, mica SCHIST, very slightly fractured, very

slightly weathered joints, hard rock

[NYCBC Class 1a]

End of boring at 51.5'

NX CORE BARREL

RQD=57''/60'' =95%

7

7

10

10

10

7

8

10

-42.2 Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:31 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-35.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
2

7

1 24

S-1 S-2

14" Reinforced Concrete

5" Asphalt

Brown, coarse to medium SAND, some medium to fine

gravel, 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 track

14, about 50' west of 11th

Avenue overpass

Rollerbit through concrete and

asphalt

Hand auger to a depth of 5'

Drill to 10' using rollerbit with

water and no down pressure

Push 4" casing to 4'

1" Rec (gravel)

Redrive 2" Spoon:

20-8-5-11

1" Rec (gravel)

Push 4" casing to 9'

Rollerbit to 15'

Hard drilling and loss of wash

water 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

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

6

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling 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 Rollerbit

Casing Depth (ft)

Reynolds Bridgpal

27 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

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

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:35 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +9.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

33

13

Sample Data
8

12 8 REC=60''/60'' =100% REC=60''/60'' =100% REC=56''/60'' =93% REC=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 weathered

joints, 30 to 45 degree foliation, joints are fresh (many

mechanical), 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, slightly

weathered 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 foliation

with parallel fractures

[NYCBC Class 1b]

C-4: Light grey, mica SCHIST, moderately weathered

fractures, hard rock, 70 to 80 degree dip in fractures

[NYCBC Class 1b]

SS SS NX CORE BARREL NX CORE BARREL NX CORE BARREL NX CORE BARREL

11

10

11

100/0"

9

5

RQD=48''/60'' =80% RQD=32''/60'' =53% RQD=37''/60'' =62% RQD=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 at

sharp joints

Many joints are fresh and

mechanical, rock is falling

apart as it exits the core barrel

Soft rock, can break with

fingers at joints

Area of very soft, weathered

rock from 33' to 39'

Majority of breaks are

mechanical, rock is soft,

breaking as removed from

core barrel

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:35 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-10.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

22

100/0"

Sample Data
REC=58''/60'' =97% REC=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, slightly

weathered

[NYCBC Class 1a]

End of boring at 57'

NX CORE BARREL NX CORE BARREL

RQD=30''/60'' =50% RQD=53''/60'' =88%

9

9

10

10

12

9

13

10

7

10

10

12

-47.7

Rock breaking as removed

from core barrel

Many mechanical breaks

Rock is broken by fingers at

joints (soft)

Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:36 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-35.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
10

9

2

11

12 14 11 24

S-1 S-2 S-3 S-4

Dark brown, coarse to medium SAND, some gravel, trace

brick 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 brick

fragments, dark 2" stain (Fill)

[NYCBC Class 7]

S-2: Grey-brown, fine GRAVEL, some fine to medium

sand (Fill)

[NYCBC Class 7]

S-3: Grey-black, fine GRAVEL, trace coarse sand, trace

brick (Fill)

[NYCBC Class 7]

S-4: Grey-black, organic CLAY (OH), trace silt, fine sand

lenses

[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, and

about 3' off of 12th Avenue

curb

qu (tsf) estimated from Pocket

Penetrometer

Hand auger to 6'

Obstruction at 2.5'

Expand hole southward,

cannot remove

Offset 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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

12/9/04

Date Started

Casing Diameter (in)

DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone Rollerbit

Casing Depth (ft)

Dave Puzycki

96 ft

First

Disturbed

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

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

95

18

Stuart Knoop

Completion Depth

Number of Samples

Drop (in)

12/2/04

3

123 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:43 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +6.9

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

11

18

8

19

Sample Data
2

1

2

2

3

18 15 24 14 24 24

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 shell

fragments

[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 shell

fragments, 0.25" sandy horizons with shells

[NYCBC Class 6]

SS SS SS SS SS UNDIST

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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:44 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-13.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

2

2

3

Sample Data
WOH

WOH

WOH

WOH

24 24 24 24 24

S-10 S-11 S-12 U-2 S-13

S-10: Dark grey, varved clayey SILT (ML-CL), trace shell

fragments

[NYCBC Class 6]

S-11: Dark grey, varved clayey SILT (ML-CL), trace shell

fragments

[NYCBC Class 6]

S-12: Dark grey, clayey SILT (ML-CL), trace shell

fragments, slight odor

[NYCBC Class 6]

S-13: Dark grey, varved clayey SILT (ML-CL), trace shell

fragments, slight organic odor

[NYCBC Class 6]

SS SS SS UNDIST SS

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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:44 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-38.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
WOH

WOH

18

8

24 24 0 24 24

S-14 S-15 U-3 S-16 S-17

S-14: Dark grey, clayey SILT (ML-CL), trace shell

fragments, 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), laminated

with clayey silt lenses, trace shell fragments

[NYCBC Class 3a]

S-17: Stiff, dark grey, clayey, sandy SILT (ML), laminated

[NYCBC Class 6]

SS SS UNDIST SS SS

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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

70

Elevation and Datum

95

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 4

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:45 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-63.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

37

9

Sample Data
REC=102''/120'' =85% REC=120''/120'' =100% REC=43''/60'' =72%

C-1 C-2 C-3

C-1: Grey-black, biotite SCHIST, 1" quartz vein, medium

hard, 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 slightly

weathered, close to v close fracture spacing, foliation at

~50 degrees, fractures parallel to foliation, fresh fracture

surfaces

Grey-white, GRANITOID, 0.5" spaced, muscovite defined

foliation, hard, fresh, close fracture spacing, fractures dip

at ~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 ~50

degrees

C-3: Grey-pink, GRANITOID, very hard, fresh, faint

foliation defined by quartz and mica at 10-40 degrees,

course crystalline quartz at 119', mica layers are spaced

and folded, fractured along mica layers

[NYCBC Class 1c]

NX CORE BARREL NX CORE BARREL NX CORE BARREL

RQD=37''/120'' =31% RQD=95''/120'' =79% RQD=25''/60'' =42%

S-18 0SS 100/0"

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 during

C-2, piece was retrieved

during core run C-3

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

95

Elevation and Datum

120

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 5

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:45 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-88.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

100/0"

Sample Data
REC=24''/24'' =100%

C-3

C-4: Grey-pink, GRANITOID, very hard, fresh, faint

C-4

foliation defined by quartz and mica at 10-40 degrees,

course crystalline quartz at 119', mica layers are spaced

and folded, fractured along mica layers

[NYCBC Class 1a]

End of boring at 123'

NX CORE BARREL

RQD=24''/24'' =100%

6

4

9

-116.1

Core barrel jammed at 123'

Borehole backfilled with

cuttings and surface patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

120

Elevation and Datum

145

of 6

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.9 NAVD88

Sheet 6

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:46 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-113.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
5

3

27

18 18 6

S-1 S-2 S-3

6" Asphalt

S-1: Brown, coarse to fine SAND, some fine gravel, trace

silt (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 fine

gravel, trace silt, trace concrete and asphalt fragments

(Fill)

[NYCBC Class 7]

SS SS SS

2

3

11

1

2

47

3

4

4

+8.0 Boring located in NYDS

parking, about 420' east of

12th Avenue and 26' north of

30th Street

qu (tsf) estimated from Pocket

Penetrometer

Hand auger to 6'

Drive 4" casing to 10'

Rollerbit to 10'

Add revert to wash

Drive 4" casing to 15'

Rollerbit to 15'

Concrete fragments in tip of

spoon

Drive 4" casing to 20'

Rollerbit to 20' (Hard drilling)

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

5

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

10/27/04

Date Started

Casing Diameter (in)

Acker-11 Truck

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone Rollerbit

Casing Depth (ft)

Cory Tirro

65 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

65

12

Nipam Shah

Completion Depth

Number of Samples

Drop (in)

10/21/04

0

90 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:51 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +8.5

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

3

5

58

Sample Data
10

23

6

5

4

10 8 10 14 13

S-4 S-5 S-6 S-7 S-8

S-4: ROCK FRAGMENTS, with brown medium to fine

sand, trace fine gravel (Fill)

[NYCBC Class 7]

S-5: ROCK FRAGMENTS, with some coarse to fine

gravel, some medium to fine sand (Fill)

[NYCBC Class 7]

S-6: Brown, coarse to fine SAND, some coarse to fine

gravel, trace silt (Fill)

[NYCBC Class 7]

S-7: Dark brown, coarse to fine SAND, some silt, trace

coarse 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 in

wash

Hard drilling and rig chatter

28.5'-30'

 (Possible boulder)

Rollerbit to 35'

Loss of wash water

Drive 4" casing to 35'

Rollerbit to 35'

Mix revert into wash

Rollerbit to 40'

Rollerbit to 45'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:52 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-11.5

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

37

13

13

8

5

Sample Data
3

5

5

10

22 2 4 12 REC=49''/60'' =82%

S-9 S-10 S-11 S-12 C-1

S-9: Grey, silty CLAY (CH), trace shell fragments

[NYCBC Class 4c]

S-10: Grey, silty CLAY (CH), trace shell fragments

[NYCBC Class 4c]

S-11: Grey, silty CLAY (CL), trace shell fragments, trace

wood and grass

[NYCBC Class 4c]

S-12: Grey, clayey SILT (ML-CL), trace wood chips, rock

fragments

[NYCBC Class 5b]

C-1: Grey-black, mica SCHIST, highly weathered,

moderately fractured except highly fractured between

67.7' - 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 CORE BARREL

2

3

3

4

2

3

4

6

3

4

4

4

RQD=33''/60'' =55%

12

10

10

8

-56.5

qu=0.75 tsf

Took Shelby tube at 45',

recovery = 3", take

spoonWC=49.3 , LL=56 ,

PL=24

Organic 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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:52 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-36.5

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

4

6

7

10

Sample Data
REC=56''/60'' =93% REC=60''/60'' =100% REC=38''/60'' =63% REC=57''/60'' =95%

C-2 C-3 C-4 C-5

C-2: Grey-black, mica SCHIST, moderately weathered

except highly weathered at 74.4', slightly fractured except

moderately fractured

[NYCBC Class 1b]

C-3: Grey-black, mica SCHIST, moderately weathered

except highly weathered at 75.5'-75.7' and 78.5'-80',

slightly fractured except highly fractured at 78.5'-80', close

to wide fracture spacing, strong rock, medium to fine

grained, Serpentine at 76', clay coated fractures

[NYCBC Class 1b]

C-4: Grey-black, mica SCHIST, highly weathered,

moderately to highly fractured, close to wide fracture

spacing, soft rock, fine to medium grained, serpentine at

83'

[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 coated

fractures 85-87'

[NYCBC Class 1a]

End of boring at 90'

NX CORE BARREL NX CORE BARREL NX CORE BARREL NX CORE BARREL

RQD=43''/60'' =72% RQD=38''/60'' =63% RQD=32''/60'' =53% RQD=54''/60'' =90%

6

6

6

6

5

5

5

4

4

4

6

6

5

4

6

5

5

6

6

6

-81.5 Borehole backfilled with

cuttings and surface patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

70

Elevation and Datum

95

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.5 NAVD88

Sheet 4

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:53 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-61.5

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
8

5

11 2

S-1 S-2

2" Asphalt Pavement

6" Concrete Slab

Light brown, fine sandy GRAVEL with cobbles (Fill)

[NYCBC Class 7]

S-1: Black, fine GRAVEL, some sand, some brick

fragments (Fill)

[NYCBC Class 7]

S-2: Dark brown, silty GRAVEL, some sand, trace brick

fragments (Fill)

[NYCBC Class 7]

SS SS

9

4

6

4

12

4

+6.4 +5.9 Boring located on LIRR west

access road, about 40' south

of 33rd street gate and 17'

east of fence

qu (tsf) estimated from Pocket

Penetrometer

Drill through asphalt and

concrete slab

Rollerbit with water and no

pressure to 6'

Push casing to 4ft

Rollerbit with water and no

pressure to 10'

Spin casing to 9'

Rollerbit to 10'

Hammer casing to 14'

Mix revert

Rollerbit to 15'

Rollerbit to 15'

Rollerbit to 20'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

5

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

7

10/21/04

Date Started

Casing Diameter (in)

DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone Rollerbit

Casing Depth (ft)

Robert Ware

90 ft

First

Disturbed

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

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

89

15

Juan Pinzon

Completion Depth

Number of Samples

Drop (in)

10/15/04

2

115 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:58 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +6.6

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

15

8

Sample Data
6

5

5

2

2

3 5 6 24 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 rock

fragments (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 tsf

WC=51.8 , LL=52 , PL=21

Organic Content = 3.6%

(burnoff)

Rollerbit to 45'

Hole is caving in

Push casing to 29'

Rollerbit to 45'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:58 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-13.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

10

11

5

4

2

Sample Data
2

2

4

24 24 24 24 24

U-1 S-8 S-9 U-2 S-10

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, trace

organics, shell fragments

[NYCBC Class 4c]

Grey, silty CLAY (CL)

S-10: Grey, silty CLAY (CL), shell fragments

[NYCBC Class 6]

UNDIST SS SS UNDIST 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 tsf

WC=54.3 , LL=58 , PL=24

Organic Content = 4.2%

(burnoff)

WC=34.1 , LL=30 , PL=16

Rollerbit to 65'

Lost water

Fill up mud tub

Mix revert

qu=0.5 tsf

Rollerbit to 70'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:59 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-38.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

5

Sample Data
3

5

1

2

24 24 24 24 REC=58''/60'' =97%

S-11 S-12 S-13 S-14 C-1

S-11: Grey, silty CLAY (CL), some fine sand, shell

fragments

[NYCBC Class 6]

S-12: Grey, silty CLAY (CL), some fine sand, shell

fragments

[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, very

hard, slightly weathered joints, trace mica schist in joints

[NYCBC Class 1b]

SS SS SS SS NX CORE BARREL

1

WOH

WOH

WOH

2

4

WOH

WOH

1

WOH

WOH

3

RQD=46''/60'' =77%

S-15 0SS 100/0"

6

4.5

4.5

4.5

5.5

-83.4

qu=0.5 tsf

WC=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 tsf

WC=32.4 , LL=34 , PL=16

Rollerbit to 90'

Rig chatters from 89.5' to 90'

Spoon refusal @ 90'

Push/Spin casing to 89'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

70

Elevation and Datum

95

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 4

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:20:59 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-63.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

3

100/0"

Sample Data
REC=58''/60'' =97% REC=30''/60'' =50% REC=58''/60'' =97% REC=57''/60'' =95%

C-2 C-3 C-4 C-5

C-2: Grey-brown, slightly fractured QUARTZITE, very

hard, slightly weathered joints, mica schist veins

Some serpentine (green) from 99' to 100

[NYCBC Class 1b]

C-3: Grey-brown, highly fractured QUARTZITE, hard,

weathered joints, mica schist veins

Serpentine (green) from 100' to 100.5

[NYCBC Class 1b]

C-4: Grey-brown, fractured QUARTZITE, very hard,

slightly weathered joints, mica schist veins

Trace serpentine (green)

[NYCBC Class 1b]

C-5: Grey-brown, fractured QUARTZITE, very hard,

slightly weathered joints, mica schist veins

[NYCBC Class 1b]

End of boring at 115'

NX CORE BARREL NX CORE BARREL NX CORE BARREL NX CORE BARREL

RQD=48''/60'' =80% RQD=4''/60'' =7% RQD=35''/60'' =58% RQD=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

Borehole backfilled with

cuttings and surface patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

95

Elevation and Datum

120

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 6.6 NAVD88

Sheet 5

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:00 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-88.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
3

5

0 0

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 to

fine gravel, moist (Fill)

[NYCBC Class 7]

Dark brown, coarse to fine SAND, some silt, trace fine

gravel, 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 track

29, about 73' east of bumper

block

qu (tsf) estimated from Pocket

Penetrometer

Su (tsf) estimated from Pocket

Torvane

Use thin wall bit to core

concrete

Hand auger to a depth of 6'

Used Rollerbit without

pressure between 6'-10'

Sample lost

Drive 4" casing to 10'

Rollerbit to 15'

Sample lost

Rollerbit to 20'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

6

10/13/04

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 Rollerbit

Casing Depth (ft)

Bob Verbent

85 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

85

15

Nipam Shah

Completion Depth

Number of Samples

Drop (in)

10/11/04

0

105 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:05 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +8.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

5

12

Sample Data
WOH

WOH

1

3

1 14 24 24 24 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 fine

gravel, trace wood fragments

[NYCBC Class 6]

S-6: Black, organic CLAY (OH), trace silt, trace shell

fragments

[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, Strong

petroleum odor

Organic Content = 7.0%

(burnoff)

Rollerbit to 25'

Strong petroleum odor

Rollerbit to 30'

WC=83.7 , LL=98 , PL=32

Organic Content = 8.1%

(burnoff)

Rollerbit to 35'

Rollerbit to 40'

Rollerbit to 45'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:06 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-11.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

2

3

2

Sample Data
2

2

2

1

WOH

12 18 18 24 24

S-8 S-9 S-10 S-11 S-12

S-8: Black, organic CLAY (OH), trace fine sand, trace silt,

trace shell fragments

[NYCBC Class 6]

S-9: Black, organic CLAY (OH), trace fine sand, trace silt,

trace shell fragments

[NYCBC Class 6]

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 tsf

WC=42.7 , LL=32 , PL=17

Rollerbit to 60'

qu=0.19 tsf

Rollerbit to 65'

qu=0.17 tsf

Organic Content = 2.6%

(burnoff)

Rollerbit to 70'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:06 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-36.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

4

2

5

Sample Data
2

39

24 2 10 REC=54''/60'' =90% REC=60''/60'' =100%

S-13 S-14 S-15 C-1 C-2

S-13: Dark grey, silty CLAY (CL), trace f sand, trace shell

fragments

[NYCBC Class 6]

S-14: Dark grey, CLAY (CL), some medium to coarse

gravel, 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, trace

shell fragments (Glacial Till)

[NYCBC Class 4a]

C-1: Grey, mica SCHIST, slightly weathered, sound,

closely to widely fracture spacing, very strong rock, f

grained. slightly to moderately foliated, Iron staining @

87.3'-87.5'

[NYCBC Class 1a]

C-2: Grey, mica SCHIST, slightly weathered, sound, very

closely to widely fractured spacing, very strong rock

fine 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 CORE BARREL NX CORE BARREL

1

45

1

35

100/5"

1

14

25 RQD=54''/60'' =90% RQD=54''/60'' =90%

5

5

5

5

5

5

5

5

4

4

-66.7

-71.7

-76.7

qu=0.22 tsf

WC=34.6 , LL=33 , PL=17

Organic Content = 2.4%

(burnoff)

Rollerbit to 75'

Lost sample, possibly because

of gravel

Very soft cohesive sample

Revert the bore hole

Mixed drilling fluid additive with

water

Rollerbit to 80'

Rollerbit to 85'

Rollerbit refusal

Top of rock at 85'

Drive 3" casing to 85'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

70

Elevation and Datum

95

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 4

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:07 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-61.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

2

80

100/5"

Sample Data
REC=60''/60'' =100% REC=60''/60'' =100%

C-3 C-4

C-3: Grey-black, mica SCHIST, moderately weathered,

slightly to moderately fractured, closely to widely fracture

spacing, 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 fracture

spacing, Very strong rock, fine to medium grained,

Moderately weathered foliations

[NYCBC Class 1b]

End of boring at 105'

NX CORE BARREL NX CORE BARREL

RQD=31''/60'' =52% RQD=47''/60'' =78%

5

5

5

4

4

-96.7

Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

95

Elevation and Datum

120

of 5

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.3 NAVD88

Sheet 5

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:07 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-86.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
3

6

0 8

S-1 S-2

15" Concrete

6" Asphalt

GRAVEL, trace coarse to fine sand, trace silt

Brown coarse to fine SAND

Some silt, trace coarse to fine gravel (moist)

Dark brown coarse to fine SAND, trace silt, trace coarse

to 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 track

29, about 225' east of bumper

block

qu (tsf) estimated from Pocket

Penetrometer

Use thin wall core for initial

concrete and asphalt coring

Hand auger to 6'

Used Rollerbit without

pressure between 6' and 10'

Push/spin 4" casing

Sample lost, reattempted

Sample lost again

Rollerbit to 15'

Sample lost, reattempted

Rollerbit to 20'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

6

10/18/04

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 Rollerbit

Casing Depth (ft)

Bob Verbent

59 ft

First

Disturbed

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

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

59

10

Nipam Shah / Cynthia Burzynski

Completion Depth

Number of Samples

Drop (in)

10/13/04

2

79 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:12 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +8.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

5

10

Sample Data
3

2

3

1

WOH

15 10 24 24 24 24 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 sand

trace shell fragments

[NYCBC Class 4c]

S-6: Black, organic CLAY (OH), some silt, trace shell

fragments

[NYCBC Class 4c]

S-7: Black, organic CLAY (OH), trace fine sand, trace silt

trace shell fragments

[NYCBC Class 6]

S-9: Black, organic CLAY (OH), trace fine sand, trace silt,

trace shell fragments

[NYCBC Class 6]

SS UNDIST SS SS SS UNDIST 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'

Organic Content = 3.6%

(burnoff)

Rollerbit to 45'WC=42.6 ,

LL=51 , PL=20

Organic Content = 2.9%

(burnoff)

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:13 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-11.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

4

5

5

3

Sample Data
1

11

24 24 5 REC=29''/60'' =48% REC=52''/60'' =87%

S-10 S-11 S12 C-1 C-2 C-3

S-10A: Top 12": Soft, black, organic CLAY (OH), trace

silt, trace shell fragments

[NYCBC Class 6]

S-10B: Bottom 12": medium to fine SAND (SM), some

silt, 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 (Glacial

Till)

[NYCBC Class 3a]

Weathered Rock

C-1: Grey, mica SCHIST, medium to fine grained, slightly

weathered

Medium strong to weak rock, with 50-75 degree foliation

[NYCBC Class 1d]

60.4' to 60.9' - QUARTZ vein

Slightly weathered, strong rock

60.9' to 61.4' - SCHIST

Highly 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 CORE BARREL NX CORE BARREL

2

4

50

1

7

100/5"

1

5

60 RQD=18''/60'' =30% RQD=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 mixed

with water

Rollerbit 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 joint

75 to 85 degrees

Steady and faster drilling at 62

to 64'

(possibly weathered rock)

Moderately fractured 64' to 66'

1/8" thick white clay coating

along 60-75 degree rough

surfaces

High angle 75-85 degree

fracture 66' to 67.2'

Slightly fractured from 66' to

68'.

Weak to medium strong rock

Weak rock, moderately

weathered 72.5'-72.8'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:13 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-36.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

3

11

100/5"

Sample Data
REC=60''/60'' =100% REC=51''/60'' =85%

C-3 C-4

C-3: Grey, mica SCHIST, medium grained, slightly

weathered, medium strong to strong, with 45-55 degree

foliation

[NYCBC Class 1a]

C-4: Grey, mica SCHIST, m grained, slightly weathered,

medium strong, with few pink garnets, 55-70 degree

foliation

[NYCBC Class 1b]

End of borinig at 79'

NX CORE BARREL NX CORE BARREL

RQD=57''/60'' =95% RQD=36''/60'' =60%

6

6

6

6

6

6

6

6

6

-70.3

SCHIST with few garnets,

strong rock from 72.8', with 50

degree foliation, from 72.8' to

74.0'

Weak rock along portion of

core 76.9'-77.2' @ 70 degrees

Smooth planar joint 45 degree

at end of run

Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

70

Elevation and Datum

95

of 4

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 8.7 NAVD88

Sheet 4

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:14 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-61.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
2

1 14 20

S-1 S-2

14" Reinforced Concrete

5" Asphalt

Light brown, medium to coarse SAND, some gravel (Fill)

[NYCBC Class 7]

S-1: Brown, SILT, some fine sand, trace gravel, trace

wood (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

Boring located on LIRR track

29, about 170' west of 11th

Avenue overpass

qu (tsf) estimated from Pocket

Penetrometer

Su (tsf) estimated from Pocket

Torvane

Core concrete / asphalt

Hand auger to 6'

Water @ ~5'

Use rollerbit, no pressure, and

water 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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

5

10/13/04

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 Rollerbit

Casing Depth (ft)

Reynolds Bridgpal

30 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

29

5

Michael Paquette

Completion Depth

Number of Samples

Drop (in)

10/12/04

0

50 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:19 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +9.3

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

3

Sample Data
11

12

24 10 REC=60''/60'' =100% REC=60''/60'' =100% REC=60''/60'' =100%

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 fine

sand, 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, sound

Highly weathered fracture at 41

[NYCBC Class 1a]

SS SS NX CORE BARREL NX CORE BARREL NX CORE BARREL

3

10

6

12

3

10 RQD=41''/60'' =68% RQD=60''/60'' =100% RQD=60''/60'' =100%

S-5 0SS 100/1"

10

10

13

8

5

6

5

4

8

6

10

8

10

15

14

-14.7

-20.7

qu=0.25 tsf

WC=49.6 , LL=66 , PL=28

Organic Content = 4.3%

(burnoff)

Rollerbit to 25'

Gravel in cuttings, wash turns

brown @ ~24'

Rollerbit to 30'

Spoon bouncing @ 30'

Spin 3" casing to 30'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:19 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-10.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

9

22

100/1"

Sample Data
REC=60''/60'' =100%

C-4

C-4: Light grey and pink, granitic PEGMATITE, slightly

weathered joints from 45' to 46'

[NYCBC Class 1a]

End of boring at 50'

NX CORE BARREL

RQD=60''/60'' =100%

13

7

5

6

-40.7

Silt in core barrel, unclog and

run again

Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.3 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:20 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-35.7

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
3 12

S-1 S-2

14" Reinforced Concrete

5" Asphalt

Brown, 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 to

coarse gravel, some mica

[NYCBC Class 6]

S-2B: 6" brown, SILT (ML), trace mica

[NYCBC Class 5a]

SS SS

4

17

100/2"

3

+8.2 +7.8

-6.6

Boring located on LIRR track

29, about 50' west of 11th

Avenue overpass

Core concrete slab

Rollerbit through asphalt (~5')

Hand auger to 5'

Encounter water @ 5'

Rollerbit with water and no

pressure to 10'

Hard drilling @ 9'

Spoon bouncing @ 10'

Install casing to 8'

Rig chatter @ 10' (boulder?)

Drill to 15'

No wash return

Rig drop @ ~ 13.5'

Drop @ ~ 14.5'

Hammer casing to 15'

Rollerbit to 20'

No wash return

Drilling indicative of boulders

(hard drilling followed by

sudden drops and no wash

return)

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

5

10/19/04

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 Rollerbit

Casing Depth (ft)

Reynolds Bridgpal

30 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

30

5

Michael Paquette / Stephen Morse

Completion Depth

Number of Samples

Drop (in)

10/13/04

0

50 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:24 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +9.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

21

Sample Data
10 REC=60''/60'' =100% REC=45''/60'' =75% REC=60''/60'' =100%

S-3 C-1 C-2 C-3

S-3: SILT (ML) and MICA, some coarse sand, trace

gravel, 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 weathered

Moderate to highly fractured

[NYCBC Class 1b]

C-2: Grey, mica SCHIST, Moderate weathering, some

highly 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 CORE BARREL NX CORE BARREL NX CORE BARREL

100/5"

40 RQD=31''/60'' =52% RQD=20''/60'' =33% RQD=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 return

Roller bit to 30'

No wash return

Spoon bouncing at 30'

Spin 3" casing to 30'

Core barrel clogged @ 44'

No vertical movement

Remove core sample

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:25 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-10.6

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

100/5"

100/4"

100/1"

Sample Data
REC=60''/60'' =100%

C-4

C-4: Grey, mica SCHIST, vertically foliated, highly

weathered and fractured areas

[NYCBC Class 1b]

End of boring at 50'

NX CORE BARREL

RQD=31''/60'' =52%

6

6

5

6

5

-40.6 Borehole backfilled with

cuttings & concrete patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:25 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-35.6

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

Sample Data
5

1

2

7 8 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, rock

fragments (Fill)

[NYCBC Class 7]

SS SS SS

10

1

3

7

2

1

6

2

6

+8.7 Boring located in NYDS

parking area, about 280' west

of 11th Avenue and 25' north

of 30th Street

qu (tsf) estimated from Pocket

Penetrometer

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 to

take sample, hammer 4"

casing to 14'

Redrill to 15'

Rollerbit to 20'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

10/13/04

Date Started

Casing Diameter (in)

Acker-11 Truck Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone Rollerbit

Casing Depth (ft)

Corey Tirro

50 ft

First

Disturbed

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

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

50

9

Juan Pinzon / Clay Patterson

Completion Depth

Number of Samples

Drop (in)

10/12/04

1

70 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:30 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +9.4

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

17

3

4

Sample Data
9

25

4

3

13

9 3 5 19 0 0

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, rock

fragments, 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 UNDIST SS

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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:30 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-10.6

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

10

38

6

4

23

Sample Data
2

20 REC=51''/60'' =85% REC=51''/60'' =85% REC=53''/60'' =88% REC=56''/60'' =93%

S-10 C-1 C-2 C-3 C-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, no

weathering

[NYCBC Class 1a]

C-4: Black-white banded mica SCHIST, no fractures

[NYCBC Class 1a]

End of boring at 70'

SS NX CORE BARREL NX CORE BARREL NX CORE BARREL NX CORE BARREL

WOH

2

WOHRQD=42''/60'' =70% RQD=46''/60'' =77% RQD=53''/60'' =88% RQD=56''/60'' =93%

S-11 0SS 100/0"

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 tsf

WC=36.1 , LL=33 , PL=16

Organic Content = 3.4%

(burnoff)

Rollerbit to 50'

Hard drilling 48' - 50'

Spoon bouncing at 50'

Spin 3" casing to 50'

Borehole backfilled with

cuttings and surface patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 9.4 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:31 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-35.6

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

100/0"

Sample Data
0

S-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, trace

brick (Fill)

[NYCBC Class 7]

S-4: Black-white-brown, coarse to medium SAND, trace

brick (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 concrete

Drill to 6' with water and no

pressure on drill head

Cuttings indicate Fill (sand and

gravel)

qu (tsf) obtained from Pocket

Penetrometer

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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

0

Water Level (ft.)

4

Completion

Sampler Hammer

Date Finished

Undisturbed

140

Donut Drilling Foreman

10/13/04

Date Started

Casing Diameter (in)

DK-50 Track Rig

24 HR.

Donut

Core

30

Weight (lbs)

Drilling Company

3 7/8" Tri-Cone Rollerbit

Casing Depth (ft)

Robert Ware

39 ft

First

Disturbed

2" O.D. Split Spoon

Warren George, Inc.

300 30

Drilling Equipment Rock Depth

Casing Hammer

39

8

Clay Patterson

Completion Depth

Number of Samples

Drop (in)

10/13/04

0

59 ft

Field Engineer

Size and Type of Bit

Drop (in)

Sampler

Weight (lbs)

3"/4" Flush Joint Steel

Elevation and Datum

20

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 1 \\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:34 PM ... Report: Log - LANGAN Coring (min)

Elev.

(ft) +15.1

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

100/0"

100/3"

100/5"

100/4"

Sample Data
31

26

3

5

14 8 15 0 REC=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, trace

silt (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, partially

weathered, slightly fractured

[NYCBC Class 1b]

SS SS SS SS NX CORE BARREL

21

19

7

4

29

27

3

3

17

14

14

6

RQD=48''/60'' =80%

4

5

5

6

5

6

-13.4

-23.9

Rollerbit to 25'

Cannot advance 4" casing past

10', 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'

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

20

Elevation and Datum

45

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 2

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:35 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-4.9

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

50

46

10

7

Sample Data
REC=57''/60'' =95% REC=57''/60'' =95% REC=60''/60'' =100%

C-2 C-3 C-4

C-2: Black and white banded mica SCHIST, slightly

weathered, slightly fractured

[NYCBC Class 1a]

C-3: Black and white banded mica SCHIST, slightly

weathered, slightly fractured

[NYCBC Class 1a]

C-4: Black and white banded mica SCHIST, slightly

weathered, slightly fractured

[NYCBC Class 1a]

End of boring at 59'

NX CORE BARREL NX CORE BARREL NX CORE BARREL

RQD=54''/60'' =90% RQD=53''/60'' =88% RQD=54''/60'' =90%

7

7

6

6

6

5

5

6

7

6

7

6

5

5

-43.9 Borehole backfilled with

cuttings and surface patched

upon completion

Penetr.

resist

BL/6in

Type

Recov.

(in)

Number

45

Elevation and Datum

70

of 3

MATERIAL

SYMBOL

Sample Description Depth

Scale

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

LIRR West Side Yard, Manhattan, NY

170444101

 Log of Boring

Location

Project No.

Approx. 15.1 NAVD88

Sheet 3

\\LANGAN.COM\DATA\NY\DATA1\170444101\ENGINEERING DATA\GEOTECHNICAL\GINT\JETS STADIUM LOGS\LANGAN BORINGS.GPJ ... 3/28/2017 1:21:35 PM ... Report: Log - LANGAN

Coring (min)

Elev.

(ft)

-29.9

Remarks

(Drilling Fluid, Depth of Casing,

Fluid Loss, Drilling Resistance, etc.)

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 

HYW-PL-KPF-RPT-A-20170501 15 PCT PF DESIGN CRITERIA REPORT 

MAY 1, 2017

APPENDIX C 

2004 Laboratory Data (NYSCC) 











































HUDSON YARDS 

HYW-PL-KPF-RPT-A-20170501 15 PCT PF DESIGN CRITERIA REPORT 

MAY 1, 2017

APPENDIX D 

Borings by Others (Various) 
DEPTH (feet)

FIELD CLASSIFICATION AND REMARKS

Depth

Elev.

SAMPLE SOIL (Blows/6 in.)

CORING

CASING (Blows/ft)CORING (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' - Asphalt

1' 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 (rock

fragments), little Silt, very dense (SM) (occasional

bricks and concrete fragments - (FILL)

3.5' to 4.5' - Large cobbles

Rollerbit (5 7/8") to 10 ft

Hard 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 ft

Wash is reddish-brown from 13' to 15'

Reddish-brown c-f SAND, little m-f Gravel, little

Clayey Silt, dense (SM) (Glacial Till)

Smooth drilling

Wash is reddish-brown

Dark red and green c-f GRAVEL (angular), some c-f

Sand, 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"

Casing Grab

24"

C

 Piston

Drill Rod Size

I.D. (O.D.)

Type/Symbol

I.D.

O.D.

Length

Hammer Wt.

Hammer Fall

300 lbs

HW

NWJ

3"

S G U P

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.

SYMBOL

%

REC.

NUMBERDEPTH (feet)

(in.)

GRAPHIC LOG

RQD

%

RUN

(in.)

E: 983,503.1

8:00 am

5:00 pm

INSPECTOR:

No 7 Subway line Extension

MTA

N: 214,489.9

3/28/03

33rd St. & 11th Ave

OFFSET:

TIME:

107.5 feet

TIME:

Water

Depth

(ft)

Hole

Depth

(ft)

M. Blejuwas

R. Jeremic

CME 75 Truck Mounted

CONTRACTOR:

LOCATION:

CLIENT:

Jersey Boring & Drilling

PROJECT:

Rotary Wash

RIG 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

Casing

Depth

(ft)

3/24/03

5

10

15

20

Boring No. 1

1

1

BORING LOG 1

BORING NUMBER:

BORING LOG NO_7NE.GPJ MAINLI~1.GLB 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

Parsons

Brinckerhoff

Quade &

Douglas, Inc.
C-1

25.0 - 30.0

C-2

30.0 - 35.0

C-3

35.0 - 45.0

C-4

45.0 - 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 coarse

grained

Loss of recovery from 25' to 25.3'

Dark gray SCHIST, wavy foliated, slightly

weathered, moderate fracture spacing, slightly

fractured, strong, fine to coarse grained, garnets

present throughout the run

Possible recovery loss (no rock wall contact 34.4' to

34.6')

Dark gray SCHIST, foliated, unweathered, sound,

wide fracture spacing, strong, fine to coarse grained

Wavy foliation 70 to 90 degrees except in contact

with Granitic Material where 35 to 40 degrees

Quartz and Feldspar veins 38' to 38.7' and 40.3' to

40.7'

Gray SCHIST, thinly foliated approx.. 80 to 90

degrees, 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

25.3

25.35

25.8

26.7

26.9

27.2

30

30.4

31

31.7

31.75

32.8

33.2

33.5

34.4

34.8

35

38

39.6

R3/R4

R4

R4

R4

R4

II

II

I

I

II

1.5

1.5

1.5

1.5

1.5

1.5

-

-

-

1.5

1.5

1.5

-

1.5

-

1.5

-

-

1.5

-

-

-

-

-

1.5

1

1

1

2

2

2

-

-

-

2

2

1

-

2

-

1

-

-

1

-

-

-

-

-

1

10

35

50

80

70

90

0-5MB

20MB

5-10MB

10

20

30

30MB

30

5-10MB

30

40MB

*40MB

10

*75MB

40MB

*45MB

-MB

10-30MB

15-30MB

55

39.8

40.3

40.8

43

45

48.5

49.3

4" (4.5")

2"

TYPE:

CORE BARREL DATA:

CASING SIZE:

NOTES:

CORE SIZE:

NX

O.D.:

I.D.: 2"

3"

DEPTH (feet)

WEATHERING

RQD (%)

DESCRIPTION AND REMARKS

(Lithology, Structure, Weathering,

Continuity, Strength, Color, Grain Size)

* - Denotes discontinuity along foliation

MB - Denotes mechanical break

Ja

ANGLE (deg)

DISCONTINUITY DATA

RECOVERY (in)

DEPTH (feet)

Jr

RECOVERY (%)

CORING RATE (ft/min)

CORE RUN NO.

AND DEPTH (ft)

STRENGTH

PROJECT:

R. Jeremic

CME 75 Truck Mounted

MTA

Date

STN. NO.:

FINISH DATE:

START DATE:

SURFACE ELEV.:

DATUM:

GROUNDWATER DATA

INSPECTOR:

No 7 Subway line Extension

Manhattan N: 214,489.9

3/28/03

33rd St. & 11th Ave

OFFSET:

TIME:

107.5 feet

TIME:

CONTRACTOR:

LOCATION:

CLIENT:

Jersey Boring & Drilling

M. Blejuwas

E: 983,503.1

5:00 pm

8:00 am

RIG TYPE:

DRILLING METHOD:Diamond drilling with double core barrel

LOCATION:

COORD.

3/24/03

Time

Hole

Depth

(ft)

Casing

Depth

(ft)

Water

Depth

(ft)

DRILLER:

NO. 7 CORING LOG NO_7NE.GPJ MAINLI~1.GLB 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 LOG

BORING NUMBER:

1 4

Parsons

Brinckerhoff

Quade &

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-5

53.0 - 59.2

C-6

59.2 - 69.2

C-7

69.2 - 79.2

C-8

79.2 - 88.7

74

120

120

114

100

100

100

100

moderate fracture spacing, fine to coarse grained

Low friction (polished Mica) at 50.3', 51.6', and 51.7'

52' to 53' - Granitic PEGMATITE, sound, very

strong, coarse grained

53' to 54.5' - Granitic PEGMATITE, sound, very

strong, coarse grained

54.5' - PEGMATITE contact with SCHIST at high

angle - 70 degrees

54.5' to 59.2' - Gray SCHIST, wavy, thinly foliated

approx. 70 to 90 degrees, unweathered, sound, wide

fracture spacing, strong, fine to coarse grained

Garnets (1/8") present

Gray SCHIST, foliated (wavy approx. 70 to 90

degrees), unweathered, sound, wide fracture spacing,

strong, fine to coarse grained

Except: 63' to 65.2' - QUARTZ vein, with thin lenses

containing Feldspar minerals, interlayered at high to

vertical angles with SCHIST

Foliation reverses dip direction at 62' and 67.3'

Gray SCHIST, foliated, wavy 60 to 90 degrees,

unweathered, sound, wide to very wide fracture

spacing, strong to very strong, fine to coarse grained

Interlayered with QUARTZ vein with thin lenses

containing Feldspar minerals at 70.2' to 74.6'

79.2' to 80.2' - Gray Granitic Material mixed with

SCHIST, sound, unweathered, strong, fine to coarse

grained

80.2' to approx. 81' - Gray SCHIST, foliated, dip: 60

to 80 degrees

81' to approx. 87' - Gray GRANOFELS,

unweathered, sound, wide fracture spacing, strong to

very strong, fine to medium grained

87' to 88.7' - SCHIST, foliated, dip: 60 to 90 degrees

100

100

100

100

RECOVERY (%)

CORING RATE (ft/min)

CORE RUN NO.

AND DEPTH (ft)

STRENGTH

NO. 7 CORING LOG NO_7NE.GPJ MAINLI~1.GLB 8/21/06

R5

R4

R4

R5

R4/R5

R4/R5

R4

I

I

I

I

I

I

I

-

-

1.5

1.5

1.5

1.5

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

1.5

-

-

-

4

1

4

4

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

1

-

20MB

5MB

*70

*65

*75

90

5MB

0MB

*70MB

30MB

20MB

5MB

30MB

0MB

*60MB

*70MB

*75MB

0MB

0MB

5MB

*65MB

20MB

20MB

40MB

35MB

40MB

*70MB

20MB

10MB

*60MB

30MB

45MB

*80-90MB

45MB

30MB

5MB

0MB

25MB

15MB

15

5MB

49.7

50.2

50.3

50.5

51.6

51.7

53

53.1

54.5

55.6

58

59.2

61.2

61.8

61.85

62.3

62.8

63.6

64

64.4

65

65.1

65.3

67.2

67.5

68.6

68.8

69.2

70.2

73.1

73.6

74

74.2

74.5

77

79.2

80

80.7

82.2

82.3

84

PROJECT: No 7 Subway line Extension

LOCATION: Manhattan

CLIENT: MTA

DRILLER: M. Blejuwas

INSPECTOR: R. Jeremic

CONTRACTOR: Jersey Boring & DrillingDEPTH (feet) WEATHERING

RQD (%)

DESCRIPTION AND REMARKS

(Lithology, Structure, Weathering,

Continuity, Strength, Color, Grain Size)

* - Denotes discontinuity along foliation

MB - Denotes mechanical break

Ja

ANGLE (deg)

DISCONTINUITY DATA

RECOVERY (in)

DEPTH (feet)

Jr

(continued)

CD-11w of

SHEET NUMBER:

CD-11w

of

PROJECT NUMBER:

Sheet

26553A

55

60

65

70

75

80

Boring No. 2 4

CORING LOG

BORING NUMBER:

2 4

Parsons

Brinckerhoff

Quade &

Douglas, Inc.
C-9

88.7 - 91.3

C-10

91.3 -

100.3

C-11

100.3 -

110.6

C-12

110.6 -

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, very

strong, 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 Hornblende

SCHIST interlayered with gray SCHIST, same as

above, strong

Wavy foliation 70 to 90 degrees

97.4' to 100.3' - Greenish-gray, speckled pink

GRANITE, unweathered, sound, strong to very

strong, coarse grained

100.3' to 100.9' - PEGMATITE

100.9' to 101.6' - Greenish-gray GRANITE, slightly

fractured, unweathered to slightly weathered, coarse

grained, 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 angle

contact with gray SCHIST

102.9' to 107.5' - Gray SCHIST, faintly foliated, dip:

60 to 70 degrees, unweathered, sound, wide fracture

spacing, strong, fine to coarse grained

107.5' to 110.1' - Greenish-gray Hornblende SCHIST

or AMPHIBOLITE, foliated, slightly weathered to

unweathered, slightly fractured, strong, fine to coarse

grained

Foliation dip: wavy, 75 to 90 degrees

110.1' to 110.6' - Gray SCHIST, foliated 65 to 35

degrees

110.6' to 113.6' - Gray SCHIST, thinly foliated (wavy

70 to 90 degrees), unweathered, sound, wide fracture

spacing, strong, fine to coarse grained

113.6' 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 foliated

approx. 80 to 90 degrees, same as above

117.7' to 119.8' - Light gray QUARTZITE,

unweathered, sound, strong to very strong, fine to

coarse grained, wide fracture spacing

100

R5

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

1.5

1.5

-

-

-

-

-

-

1.5

-

1.5

3

-

-

-

-

-

-

1.5

1.5

-

1.5

-

-

1.5

1.5

-

-

-

-

-

-

-

-

-

-

-

-

1

2

2

-

-

-

-

-

-

2

-

2

2

-

-

-

-

-

-

2

2

-

2

-

-

1

2

-

-

-

-

20MB

25MB

*60MB

45MB

70MB

5MB

30MB

20MB

20

45

*65

20MB

60MB

25MB

5MB

5MB

10MB

70

20MB

30

15

20MB

30MB

50MB

45MB

10-30MB

5-10MB

30

80-90

0MB

*75

20MB

5MB

30

*45

5-20MB

5-40MB

0-5MB

5-10MB

85.3

86.3

87.9

90.7

91

91.3

93

93.4

94.4

95.7

95.8

96.1

97.4

98.4

98.6

99.1

99.4

100.1

100.3

100.4

100.9

101.6

103.2

103.9

104.4

105.4

107.9

108.7

109

109.3

109.5

109.7

110.6

113.1

114.4

115.3

115.8

116.1

118.7

PROJECT: No 7 Subway line Extension

LOCATION: Manhattan

CLIENT: MTA

DRILLER: M. Blejuwas

INSPECTOR: R. Jeremic

CONTRACTOR: Jersey Boring & DrillingDEPTH (feet) WEATHERING

RQD (%)

DESCRIPTION AND REMARKS

(Lithology, Structure, Weathering,

Continuity, Strength, Color, Grain Size)

* - Denotes discontinuity along foliation

MB - Denotes mechanical break

Ja

ANGLE (deg)

DISCONTINUITY DATA

RECOVERY (in)

DEPTH (feet)

Jr

RECOVERY (%)

CORING RATE (ft/min)

CORE RUN NO.

AND DEPTH (ft)

STRENGTH

NO. 7 CORING LOG NO_7NE.GPJ MAINLI~1.GLB 8/21/06

(continued)

CD-11w of

SHEET NUMBER:

CD-11w

of

PROJECT NUMBER:

Sheet

26553A

90

95

100

105

110

115

Boring No. 3 4

CORING LOG

BORING NUMBER:

3 4

Parsons

Brinckerhoff

Quade &

Douglas, Inc.
C-13

119.8 -

129.7

119 100100

119.8' to 120.3' - Light gray QUARTZITE in vertical

to high angle contact with SCHIST, unweathered,

coarse grained, strong to very strong

120.3' to 129.7' - Gray SCHIST, unweathered, thinly

foliated, wavy 70 to 90 degrees, sound, wide fracture

spacing, strong, fine to coarse grained

E.O.B. at 129.7'.

-Packer testing performed

-Monitoring well installed

20MB

15

10-30MB

R4/R5

R4

I

I -

-

-

-

-

-

-

1.5

1.5

1.5

-

1.5

-

-

-

-

-

-

-

-

2

2

2

-

2

-

15MB

-MB

55MB

*80MB

10-30MB

50MB

15MB

30

5

65

119.8

122.5

124

124.5

124.7

125

125.5

126.3

127.4

127.5

128.3

129

129.7

PROJECT: No 7 Subway line Extension

LOCATION: Manhattan

CLIENT: MTA

DRILLER: M. Blejuwas

INSPECTOR: R. Jeremic

CONTRACTOR: Jersey Boring & DrillingDEPTH (feet) WEATHERING

RQD (%)

DESCRIPTION AND REMARKS

(Lithology, Structure, Weathering,

Continuity, Strength, Color, Grain Size)

* - Denotes discontinuity along foliation

MB - Denotes mechanical break

Ja

ANGLE (deg)

DISCONTINUITY DATA

RECOVERY (in)

DEPTH (feet)

Jr

RECOVERY (%)

CORING RATE (ft/min)

CORE RUN NO.

AND DEPTH (ft)

STRENGTH

NO. 7 CORING LOG NO_7NE.GPJ MAINLI~1.GLB 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

CORING LOG

BORING NUMBER:

4 4

Parsons

Brinckerhoff

Quade &

Douglas, Inc.
0/6 6/12 12/18 18/24 REC.

(in.)

L>4"

(in.)

REC.

SYMBOL

%

REC.

(in.)

DEPTH (feet)

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 street

0.5' to 2' - Dark brown, coarse to fine SAND, c-f

Gravel, some organics, occasional cobbles

2' to 4.5' - Same as above

4.5' to 6' - Light brown, yellowish SAND (possibly

from 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, moist

loose.

(b) 7" Black, Clayey SILT, some m-f Sand, trace f

gravel, soft organics.

Light Brown, Clayey SILT, little m-f Sand, medium

dense, 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"

Casing Grab

24"

C

 Piston

Drill Rod Size

I.D. (O.D.)

Type/Symbol

I.D.

O.D.

Length

Hammer Wt.

Hammer Fall

300 lbs

HW

NWJ

3"

S G U P

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"

Depth

Elev.

SAMPLE SOIL (Blows/6 in.)

CORING

CASING (Blows/ft)CORING (Min./ft)TYPENUMBERDEPTH (feet)

GRAPHIC LOG

RQD

%

RUN

(in.)

E: 983,374.0

8:00 am

4:00 pm

INSPECTOR:

No 7 Subway line Extension

MTA

N: 213,877.0

6/1/03

LIRR (West Side Yard)

OFFSET:

TIME:

108.0 feet

TIME:

Water

Depth

(ft)

Hole

Depth

(ft)

M. Blejuwas

A. Zabala

CME 75

CONTRACTOR:

LOCATION:

CLIENT:

Jersey Boring & Drilling

PROJECT:

Rotary Wash

RIG TYPE:

DRILLING METHOD:

LOCATION:

COORD.

GROUNDWATER DATA

DRILLER:

Date

STN. NO.:

FINISH DATE:

START DATE:

SURFACE ELEV.:

DATUM:

Manhattan

Time

Casing

Depth

(ft)

5/27/03

5

10

15

20

Boring No. 1

1

1

BORING LOG 1

BORING NUMBER:

BORING LOG NO_7NE.GPJ MAINLI~1.GLB 8/18/06

CD-12 of

SHEET NUMBER:

CD-12

of

PROJECT NUMBER:

Sheet

26553A

6/2/03 11:30 am 120.0 5.4 25.0

Parsons

Brinckerhoff

Quade &

Douglas, Inc.