N4008519R9186_ULTF_-_Draft_Logs_061219.pdf

1.7

1-1-1 N60=3

14-19-22 N60=65

12-36-50/5"

39-50/5"

50/4"

RQD=44

Rec=100%

RQD=25

Rec=92%

Lean CLAY (CL) - soft, red brown, moist, medium plastic, trace roots

- stiff past 1.5 feet

Clayey SAND (SC) - dense, light brown, moist, fine sand, little fines, low to medium plasticity

- Becomes very dense past 3.5 feet, residual bedrock structure

- Becomes weakly cemented past 5 feet

Silty SAND (SM) - very dense, light brown to yellow brown, moist, fine sand, little fines, trace fine gravel, non-plastic, interbedded sporadic clay laminae, residual sandstone

Auger refusal at ~9.5 feet Weathered SANDSTONE - gray with iron staining, gently dipping bedding, moderately severe weathering, very soft; horizontal fractures, very close spacing, open, smooth Weathered MUDSTONE to CLAY - gray with iron stained fractures, lenticularly bedded with sandstone, moderately severe weathering, very soft; horizontal fractures, very close, open, moderately irregular

- High pressure water was used to push most of RC-2 out of the core barrel in an uncontrolled manner, some core may have been damaged and small pieces may have been lost WEATHERED SHALE to CLAY - black, gently dipping bedding, severe weathering, very soft; generally horizontal fractures, close, open, moderately irregular roughness

- Moderate weathering and moderately close past 16.8 feet

- 60° fracture at 17.9 feet

95%

Non-Plastic

1427 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 180.6 ft

18 35

RQD=98

Rec=100%

RQD=98

Rec=98%

SHALE - black, horizontal bedding, slight weathering, rapidly slaking, soft; generally horizontal fractures, open with clay infilling

- Becomes fresh with interbedded sandstone past 24.6 feet

- 65° open fracture at 27 feet

MUDSTONE - dark gray, lenticularly bedded with sandstone, gently dipping, fine with medium coarse sandstone, fresh, soft, non-slaking; horizontal fractures, very wide, tight, moderately irregular roughness

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 2 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 180.6 ft

RQD=98

Rec=99%

RQD=100

Rec=100%

MUDSTONE - dark gray, lenticularly bedded with sandstone, gently dipping, fine with medium coarse sandstone, fresh, soft, non-slaking; horizontal fractures, very wide, tight, moderately irregular roughness

- 3 inches of core not recovered in RC-4

- Moderately close to wide past 40.6 feet

- 2.75 inches of core not recovered in RC-5

- Sandstone seam with bedding plane fractures from 51.4 to 51.8 feet

- Smooth fracture at 52.1'

SHALE - very dark gray to black, becoming darker in color with depth, fissile, fresh, soft, rapidly slaking; unbroken

5959 psi

5952 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 3 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 180.6 ft

RQD=80

Rec=98%

RQD=94

Rec=100%

COAL - very dark brown to black, disseminated pyrite, soft; horizontal fractures, very close, smooth

- 80° fracture from 60.8 to 61.6 feet

- 2 inches of core loss at clay layer from 62.5 to 62.7 feet Lean CLAY (CL) - gray, moist SANDSTONE - gray with iron staining, medium coarse, gently dipping bedding with occasional cross bedding, occasional small coal nodules, very slight weathering, hard; 5° to 15° fractures, moderately close, tight, moderately irregular roughness

- Coal partings at 63.2 and 63.4 feet

- Close past 67.5 feet

- 30° fractures at 68.5 and 68.7 feet, open at

68.5 feet

- Open clay filled fracture at 69.2 feet

- Close past 75.6 feet

- 30° clay filled open fractures at 76.4 and

76.6 feet

- Wide past 77 feet

- Unbroken vertical fracture from 77.9 to 78.9 feet

- Unbroken vertical fracture from 78ft to 79.1ft

- Close with 10° to 25° open clay coated

132 6558 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 4 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=85

Rec=100%

RQD=89

Rec=100% fractures past 80.6ft, becomes light gray SANDSTONE - gray with iron staining, medium coarse, gently dipping bedding with occasional cross bedding, occasional small coal nodules, very slight weathering, hard; 5° to 15° fractures, moderately close, tight, moderately irregular roughness

- Light gray, no iron staining, and flaser bedding past 82.9 feet

- 65° open fracture at 83.6 feet

- 75° unbroken fracture at 84.1 feet

- 70° tight fracture from 85.5 to 85.9 feet

- Slight weathering past 85.9 feet

- 60° tight fracture at 86.6 feet

- 90° unbroken fracture at 88.8 feet Weathered SANDSTONE - light gray, medium coarse, moderately severe weathering, reduced to rubble

- Outer core barrel and drilling bit became stuck at 90.6 feet SANDSTONE - light gray, medium coarse, flaser bedding, slight weathering, hard; 10° to 15° fractures, close to moderately close, tight fractures, moderately irregular roughness

- Open fracture at 93.1 feet

- Becomes fresh past 93.4 feet

MUDSTONE - very dark gray, lenticularly bedded with sandstone, near vertical bedding orientation, bedding shows truncation and micro-displacement, fresh, soft; wide fracture spacing, largely unbroken

- 40° very close fractures in very soft mudstone/clay seam from 96 to 96.1 feet

134 5417 psi

SDI=88

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 5 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=89

Rec=98%

RQD=88

Rec=100%

SANDSTONE - gray, medium coarse, flaser bedding, bedding oriented at a high angle, bedding shows truncation and micro-displacement, fresh; moderately close fracture spacing

- Becomes horizontally bedded past 103.9 feet Weathered SHALE - light gray, gently dipping bedding, very severely weathered, very soft; horizontal fractures, very close spacing, open SILTSTONE - light gray, gently dipping bedding; only fracture is at 30°, close spacing, tight, moderately irregular roughness SANDSTONE - light gray, medium coarse, gently dipping flaser bedding, very slight to fresh weathering, hard; horizontal fractures, moderately close spacing, tight, moderately irregular roughness

- Open clay filled fracture at 114.6 feet MUDSTONE - very dark gray, lenticularly bedded with sandstone, very slight weathering to fresh, soft; unfractured

SANDSTONE - light gray, medium coarse, wavy bedding with dark gray shale, fresh, hard sandstone, soft shale; horizontal to wavy fractures, close spacing, tight, smooth, readily fractures along sandstone/shale interface

- Moderately close fracture spacing past

120.6 feet

962 psi

2021 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 6 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 180.6 ft

RQD=86

Rec=98%

RQD=91

Rec=99%

- Unbroken vertical fracture from 120.9 to

121.1 feet SANDSTONE - light gray, medium coarse, wavy bedding with dark gray shale, fresh, hard sandstone, soft shale; horizontal to wavy fractures, close spacing, tight, smooth, readily fractures along sandstone/shale interface

- Fracture along ripple marks at 122.6 feet

- Close fracture spacing past 123.9 feet

- Fracture along ripple marks at 124 feet

- Smooth to moderately irregular fracture roughness past 126 feet

- ~0.25 inch coal lens at 125.8 feet

- Unbroken vertical fracture from 129.7 to

130.4 feet

- 2.5 inches of core not recovered in RC-13

SHALE - black, fissile, fresh, soft; horizontal fractures, close to moderately close spacing, tight, smooth

- Moderately close spacing past 137.1 feet

- Wavy fracture at 139.6 feet

143 3419 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 7 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=71

Rec=99%

RQD=66

Rec=94%

SHALE - black, fissile, fresh, soft; horizontal fractures, close to moderately close spacing, tight, smooth

- Open fracture at 142.4 feet Weathered SHALE - gray, slight to moderate weathering, very soft to soft;

horizontal fractures, open

- 20° fractures and moderate weathering past

144.3 feet

- Moderately severe weathering with very closely spaced clay filled fractures and 1 inch of clay washout from 144.8 to 146.3 feet

- Fractures become horizontal past 145.5 feet

SHALE - black, fissile, fresh, soft; horizontal fractures, moderately close spacing, tight, smooth

- Very close open fractures from 153.3 to

153.7 feet

- Becomes green gray at 153.7 feet

- Open fracture at 156.2 feet

- Elongated piece of light brown gravel, potential fossil at 157.3 feet

- 7 inch clay washout from 159.2 to 159.9 feet

159 2684 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 8 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=56

Rec=90%

RQD=66

Rec=78%

SHALE - black, fissile, fresh, soft; horizontal fractures, moderately close spacing, tight, smooth

Weathered SHALE - olive, moderate weathering, soft; close to very close fracture spacing, open fractures

12 inch core loss in weathered shale

SHALE - black, horizontal bedding, fresh, soft; horizontal fractures, moderately close spacing, tight, smooth

- Open clay coated fracture with blocky fracture pattern at 171.3 feet

- Vertical partially broken fracture from 173.9 to 174.6 feet

- Fractures open and moderately severely to severely weathered with clay infilling past

174.6 feet

- High angle fracture at 176.6 feet

- 26 inches of core not recovered from RC-18

Coring terminated at ~ 180.5 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/23/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 9 of 9

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/26/19 BORING B-01

ELEVATION: 717.0 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

1.1

0-1-2 N60=5

6-9-9 N60=29

6-8-15 N60=37

8-17-50/5"

50/5"

50/5"

S-1

ST-1

S-2

S-3

S-4

S-5

S-6

RC-1

RC-2

RQD=83

Rec=100%

RQD=0

Rec=65%

600 psi

Lean CLAY (CL) - soft, red-brown, wet, trace fine sand, medium plastic

Lean CLAY with Sand (CL) - stiff, red brown, wet, medium plastic

Sandy Lean CLAY (CL) - very stiff, red-brown to yellow, moist, little fine-grained sand, medium plasticity

Clayey SAND (SC) - very dense, yellow brown, moist, some fines, non-plastic, weakly cemented, residual structure

Auger refusal at ~10 feet SANDSTONE - gray, medium coarse, massive, flat bedded, severe weathering, very soft, close fractures WEATHERED SHALE - gray to light brown, very severe weathering, very soft; horizontal fractures, close fracture spacing, open, smooth

- Interbedded conglomerate from 10.7 to 10.8 feet

- Interbedded conglomerate from 12.7 to 13.5 feet

- Dark gray past 13.5'

- Core loss from 16.3 to 19.6 feet

- Severe weathering and 10° to 20° tight fractures past 20.5 feet

99%

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.0 ft

14 36

14 25

RC-3

RC-4

RQD=88

Rec=100%

RQD=100

Rec=100%

- Severe weathering and 10° to 20° tight fractures past 20.5 feet

- Moderate weathering past 22.7 feet MUDSTONE - dark gray, lenticularly bedded with sandstone, fine texture with medium coarse sand, slight weathering to fresh;

horizontal fractures, wide spacing, tight, moderately irregular roughness, excellent

SDI=93

3567 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 2 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.0 ft

RC-5

RC-6

RQD=100

Rec=100%

RQD=98

Rec=98%

MUDSTONE - dark gray, lenticularly bedded with sandstone, fine texture with medium coarse sand, slight weathering to fresh;

horizontal fractures, wide spacing, tight, moderately irregular roughness, excellent

- Very wide fracture spacing past 40.5 feet

- Smooth past 50.5 feet

SHALE - very dark gray to black, fissile, fresh, gently dipping bedding; horizontal fractures, moderately close spacing, tight, smooth, excellent

141 2520 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 3 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.0 ft

RC-7

RC-8

RQD=61

Rec=100%

RQD=82

Rec=100%

COAL - black, disseminated pyrite with occasional pyrite coating on cleats, horizontal bedding, soft; horizontal fractures, some blocky, very close spacing, open, smooth

SILTSTONE - gray, massive, non-fissile, vuggy, hard; horizontal fractures, close to moderately close, open, moderately irregular fracture roughness

SANDSTONE - light gray to light brown with frequent hematite staining, cross-bedded, slight weathering, hard; inclined fractures at 10° to 20°, moderately close spacing, tight, moderately irregular to irregular roughness, good

- 75° to 90° hematite stained tight fracture from 70.6 to 74.7 feet, unbroken from 74.7 to

77.7 feet

- Interbedded coal laminae from 76.2 to 76.7 feet

- ~45° coal coated fracture at 78.4 feet

- Very close fractures and moderately severe weathering from 79.3 to 79.8 feet

128 4503 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 4 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

RC-9

RC-10

RQD=82

Rec=100%

RQD=99

Rec=100%

- Becomes light gray, contains clay and coal laminae, and has smooth fractures from 81.1 to 82.5 feet

SANDSTONE - light gray, cross bedded with occasional shale laminae, fresh, hard;

fractures at 0° to 10°, moderately close spacing, tight, moderately irregular roughness, often coated with micaceous fines

- Nearly vertical unbroken fracture from 82.5 to 83.2 feet

- Unbroken, nearly vertical fracture from 88.5 to 89.1 feet

- Flaser bedding past 92.1 feet

- Striations on clay filled fracture at 96.0 feet, ~1/4 inch of clay filling

- Interbedded conglomerate with clay filled fractures from 96.8 to 98.1 feet

SHALE - gray to dark gray, semi-fissile, moderate weathering, very soft; ~0° to 10° fractures, close spacing, open clay coated fractures, moderately irregular roughness

- Severe weathering past 100.5 feet Core loss from 100.8 to 102.8 feet

4010 psi

4624 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 5 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.0 ft

RC-11

RC-12

RQD=62

Rec=78%

RQD=100

Rec=100%

Core loss from 100.8 to 102.8 feet

- Very close fracture spacing

- Moderately close past 104.3 feet

SANDSTONE - light gray, flaser bedding with glauconite, fresh, hard; unbroken

- Sandstone gradually becomes more chaotically bedded past 110.5 feet.

SHALE - dark gray, lenticular bedding, soft;

unbroken

SANDSTONE - gray, wavy bedding with approximately 40% to 50% shale, fresh, hard sandstone with soft shale; horizontal fractures, generally breaks along shale and sandstone interface and shale laminae, sporadic unbroken high angle fractures, wide

134 2610 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 6 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

RC-13

RC-14

RQD=100

Rec=100%

RQD=94

Rec=100%

SANDSTONE - gray, wavy bedding with approximately 40% to 50% shale, fresh, hard sandstone with soft shale; horizontal fractures, generally breaks along shale and sandstone interface and shale laminae, sporadic unbroken high angle fractures, wide

- Contains coal and pyrite nodules from 123 to 123.2 feet

SHALE - black, fissile, fresh, soft; horizontal fractures, moderately close spacing, tight, smooth

- Blocky and conchoidal fractures from 135.1 to 135.4 feet

- Open fracture from 139.5 to 139.8 feet

- Cemented high angle fracture at 140.1 feet, rock becomes hard and brassy in color

151 5632 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 7 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

RC-15

RC-16

RQD=86

Rec=100%

RQD=90

Rec=100%

- Torsional fracture at 141.5 feet SILTSTONE - non-fissile, interbedded with rapidly slaking shale, gently dipping bedding, fresh, soft; fractures generally at ~50°, close to moderately close spacing, open, irregular fracture roughness

- Torsional fracture at 143.2 feet

- Cemented breccia, fine gravel sized siltstone/shale fragments in brown hard siltstone from 147.8 to 148.7 feet SHALE - black, gently dipping bedding, fresh, soft; horizontal fractures, moderately close spacing, tight, smooth

- Interbedded coal laminae and very close fracture spacing from 154.3 to 154.6 feet

- Fractures inclined at ~20° and are open past

154.7 feet SHALE - gray, very soft to soft, soapy texture; inclined fractures at ~20°, moderately irregular roughness, open with occasional clay infilling

- Fracture at 64.5 feet contains very fine striations and surrounding rock exhibits similar texture when mechanically broken

- Becomes black and contains interbedded coal and pyrite past 158.4 feet

- Very close fractures from 158.6 to 158.8 feet

SILTY SAND (SM) - olive, wet, little silt

- Core loss from 161.5 to 161.75 feet

SDI=86

2675 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 8 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

RC-17

RC-18

RQD=73

Rec=99%

RQD=89

Rec=99%

SHALE - dark gray to black, fissile, slight weathering, soft; horizontal fractures, very close spacing, open

- Fractures become moderately close to wide and fresh past 162.5 feet

COAL - black, platy, disseminated pyrite, soft; blocky fractures, very close spacing, open MUDSTONE - gray, non-fissile, soapy texture, slight to fresh weathering, rapidly slaking; horizontal fractures, moderately wide spacing, moderately irregular roughness

- Very close open fractures from 167.9 to

168.3 feet

- Becomes sandy past 168 feet

- ~20° fracture, tight, irregular roughness at

169.5 feet SHALE - gray, fissile, rapidly slaking, soft;

close spacing, open, smooth, good

- Moderately close and tight fractures past

171.8 feet

- 10° fracture at 171.8 feet

- Vug with radiating calcite stringers at 174.8 feet

- 20° fracture at 177.1 feet

3116 psi

3301 psi

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 9 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.0 ft

RC-19

RC-20

RQD=92

Rec=100%

RQD=99

Rec=100%

SHALE - gray, fissile, rapidly slaking, soft;

close spacing, open, smooth, good

- Chaotically interbedded brown mudstone past 182.6 feet COAL - dark brown to black, platy with interbedded shale, disseminated pyrite, soft;

horizontal fractures, close to very close, tight SILTSTONE - gray, non-fissile, fresh, soft;

wide joints

- Open fracture at 196.2'

- Becomes lenticularly bedded with sandstone past 196.9 feet

SANDSTONE - gray, wavy bedding with mudstone, fresh; unbroken

Coring terminated at ~200 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: K. Puetz DRILL RIG: Mobile Drill B-57

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY 96%

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: C. Knisley

DATE STARTED: 4/17/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 10 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/22/19 BORING B-02

ELEVATION: 714.7 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

52.5 ft

N/A

None

C om pr es si ve

S tr en gt h (t sf

WOH-1-0

N60=

WOH/18"

N60=

6-5-8 N60=

14-30-50/4"

SS-1

SS-2

ST-1

SS-3

SS-4

RC-1

RC-2

RQD=11

Rec=78%

RQD=79

Rec=100%

600 psi

CLAY (CL) - reddish brown, some fines, medium plastic, very soft, moist

- Brown below 1½ feet

CLAY (CL) - Light brown to brown, trace fine-grained sand, medium plasticity, moist

SILT (ML) - gray with moist staining, few fine-grained sand, slightly plastic, soft, moist

-Auger refusal at ~8 feet SANDSTONE - tan with rost stains, fine grained, hard, medium bedded, moderately weathered, gently dipping, closely spaced fractures

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

COMPLETION DEPTH 200.5 ft

RQD=87

Rec=100%

RQD=100

Rec=100%

SANDSTONE - tan with rost stains, fine grained, hard, medium bedded, moderately weathered, gently dipping, closely spaced fractures

CLAYSTONE - dark gray, dense, thick, soft to very soft, severely weathered, shaly, gently dipping, scattered fractures, swelling, slaking

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 2 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=100

Rec=100%

RQD=100

Rec=100%

CLAYSTONE - dark gray, dense, thick, soft to very soft, severely weathered, shaly, gently dipping, scattered fractures, swelling, slaking

-mottled appearance below 43 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 3 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=64

Rec=92%

RQD=79

Rec=100%

CLAYSTONE - dark gray, dense, thick, soft to very soft, severely weathered, shaly, gently dipping, scattered fractures, swelling, slaking -lenticular bedding, non-swelling below 61 feet

COAL

CLAYSTONE

-Weathered

Chert

- Diagonal fractures from 75.8 to 76.2 feet

SANDSTONE - gray, fine grained, medium bedded, soft to hard, slightly weathered, gently dipping, tight, moderately close

- Vertical fracture from 80.7 to 81.0 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 4 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RC-10

RQD=87

Rec=98%

RQD=60

Rec=87%

SANDSTONE - gray, fine grained, medium bedded, soft to hard, slightly weathered, gently dipping, tight, moderately close

- With shale partings below 83 feet

- Coal seam from 86.8 to 87.1 feet

SHALE - mottled from 101 to 102.5 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 5 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=100

Rec=100%

RQD=98

Rec=100%

SHALE - mottled from 101 to 102.5 feet

SANDSTONE - gray, dense, thick, soft to hand, slightly weathered, gently dipping, scattered, moderately close

SHALE - gray to black, dense, gently dipping bedding, thickly bedded, moderately severe weathering, clayey, soft, scattered, swelling, slacking

- 45 degree fracture from 119.5 to 119.6 feet

- Thin shale partings from 121 to 121.6 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 6 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=93

Rec=100%

RQD=92

Rec=100%

SHALE - gray to black, dense, gently dipping bedding, thickly bedded, moderately severe weathering, clayey, soft, scattered, swelling, slacking

- Banded thin shale partings from 122.4 to 127 feet

- Non-swelling below 131 feet

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 7 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur e

(S T

R

Q D

R ec ov er y

N X

Jacobs 501 N. Broadway Saint Louis, MO 63102 Telephone: (314) 335-4000

LOCATION: Highway 486 Crane, Indiana

Continued Next Page

Qu

PL

LL

STRENGTH, tsf

Qp

DATE COMPLETED: 4/25/19 BORING B-03

ELEVATION: 710.3 ft

During Drilling

PROJECT: ULTF Crane

F in es C on te nt

P as si ng

None

N/A

None

C om pr es si ve

S tr en gt h (t sf

RQD=93

Rec=98%

RQD=78

Rec=98%

SHALE - gray to black, dense, gently dipping bedding, thickly bedded, moderately severe weathering, clayey, soft, scattered, swelling, slacking

Moisture

0 2.0 4.0

DRILL COMPANY: Terracon Inc.

STATION: N/A OFFSET: N/A

LOGGED BY: A. Stein

DRILL RIG: CME 550 ATV

REVIEWED BY: A. Stein

PROJECT NO.: FDWD3710

EFFICIENCY N/A

HAMMER TYPE: Automatic BORING LOCATION:

DRILLING METHOD: 3¼-in HSA/NQ Core SAMPLING METHOD: 2-in SS/3-in ST/1.874-in Core

REMARKS: N60 denotes the normalization to 60% efficiency as described in ASTM D4633.

E le va tio n (f ee t)

DraftR ec ov er y (in ch es

Upon Auger Removal

LATITUDE:

LONGITUDE:

Additional Remarks

STANDARD PENETRATION

TEST DATA

N in blows/ft

D ry

U ni t W ei gh t ( pc f)

E st

. S at ur at io n

D ep th fe et

S am pl e

T yp e

MATERIAL DESCRIPTION

S am pl e

N o.

G ra ph ic

L og

DelayW at er

DRILLER: L. Reiser

DATE STARTED: 4/24/19

BENCHMARK: N/A

The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 8 of 10

S P

T B lo w s pe r 6-in ch

S

S

P us h P re ss ur…