W912QR25R0016_CERT_Final_Vol6_ PH1B_UpstreamBoringLog-0000.pdf

Solicitation For Rough River Dam Safety Modification Project Phase II - New Outlet Works and Cutoff Wall, Rough River Reservoir, Falls of Rough, KY

P2: 145870

Design-Bid-Build

Phase IB Upstream Boring Logs Vol. 6 (1of3)

Certified Final

20 December 2024

W912QR25R0016

ARIMS: 1200

Disposition: Permanent

W912QR25R0016_CERT_Final_Vol6_ PH1B_UpstreamBoringLog-0000

Rough River Dam Geotechnical Data Report for Tunnel Construction

145870 ROUGH RIVER DAM

DAM SAFETY MODIFICATION PHASE II: NEW

OUTLET WORKS AND CUTOFF WALL PROJECT

VOLUME 6 - PHASE IB BORING LOGS

(1 OF 3) - UPSTREAM BORINGS

ROUGH RIVER, FALLS OF ROUGH, KY

LOUISVILLE DISTRICT, LRD DIVISION

9.5

555.1

553.7

550.9

546.2

543.8

539.1

0.5

2.0

5.0

10.0

12.5

17.5

2.0

0' to 0.5': ASPHALT (A), black, Asphalt.

0.5' to 2': GRAVEL ROADBASE (GP), gray, Roadbase.

2' to 5': LEAN CLAY (CL), brown, moist, very stiff, Cohesive Overburden.

5' to 10': SANDSTONE, gray and brown, dry, weathered.

10' to 12.5': SANDSTONE WITH SHALE INTERBEDS, moderately weathered, very thinly bedded, red and gray, soft to medium hard, close to very close fracture spacing, [Hardensburg].

10-12.5 ft: Partings along bedding planes

12.5' to 17.5': SANDSTONE, moderately weathered to highly weathered, thinly to very thinly bedded, tan, soft to hard, close fracture spacing, [Hardensburg].

13.4-13.8 ft: Vertical fractures, highly weathered, open, clean

17.5' to 27.1': LIMESTONE, slightly weathered to slightly weathered, thinly bedded, dark gray, hard, close fracture spacing, [Haney] fossiliferous, weak acid reaction, shale zone.

A 100 52

0-10 ft: OB0 stage on 2/4/16

10-27.1 ft: CD1 stage on 2/24/16 10' PVC bottom 11.1- ft: 1.5" Old grout seam

11.8- ft: 1/4" old grout seams 11.9- ft: 1.5" old grout seam 12.1- ft: 1/4" old grout seams 12.2- ft: 1/4" old grout seams 13-13.5 ft: 1/4" old grout seam

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.6

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

5.0

42.0

47.0

N 2,108,945.4 E 1,422,302.9

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP916

4/2/16

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

86%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

2/4/16

VERTICAL

Steve Argue, Jacob Buffington

Mini Sonic, LF90, Cubex

EZ, CHG, Rizzo , SWS, USACE

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 3

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP916

P oc ke t

P en

(T

S F

Boring Designation UXP916

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

530.1 27.1

19.5-21 ft: Numerous open bedding planes 1/2" to 2" thick (per O/ATV) 17.5' to 27.1': LIMESTONE, slightly weathered to slightly weathered, thinly bedded, dark gray, hard, close fracture spacing, [Haney] fossiliferous, weak acid reaction, shale zone. (continued)

21.64- ft: Clay filled fracture

25.3- ft: 1/2" Open bedding plane (per O/ATV)

26.2- ft: 1/2" Open bedding plane (per O/ATV)

27.1' to 47': LIMESTONE, [Haney] hard, continuous hammer, tan cuttings, limestone chips with shale.

31.3-31.6 ft: Weathered shale bedding plane with 1/4" clay seam (O/ATV)

33.1- ft: Open bedding plane (O/ATV)

34.75- ft: 1/8" - 1/4" - Bedding plane (O/ATV)

40-42 ft: Vertical fracture and horizontal bedding planes

(O/ATV)

B 75 39

20-47 ft: RD1 stage on 4/2/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.6

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,945.4 E 1,422,302.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 3

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP916

P oc ke t

P en

(T

S F

Boring Designation UXP916

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

511.4 47.0

27.1' to 47': LIMESTONE, [Haney] hard, continuous hammer, tan cuttings, limestone chips with shale.

(continued)

45-47 ft: Vertical fractures and bedding planes (per

O/ATV)

Bottom of hole at 47 feet.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.6

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,945.4 E 1,422,302.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 3

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP916

P oc ke t

P en

(T

S F

Boring Designation UXP916

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

8.0

555.0

553.6

550.8

549.8

545.4

543.3

539.3

536.7

0.5

2.0

5.0

6.0

10.7

13.0

17.2

20.0

0' to 0.5': ASPHALT (A), black, Asphalt.

0.5' to 2': GRAVEL ROADBASE (GP), gray, Roadbase.

2' to 5': LEAN CLAY (CL), brown, moist, very stiff, Embankment Fill.

5' to 6': SAND AND WEATHERED SANDSTONE (SP), brown, moist, dense, Granular Overburden.

6' to 10.7': SANDSTONE, brown, [Hardensburg] dry, weathered.

10.7' to 13': SANDSTONE, slightly weathered, very thinly bedded, light brown, medium hard, close fracture spacing, [Hardensburg].

13' to 17.2': SHALE, moderately weathered to highly weathered, laminated to very thinly bedded, dark gray, soft, very close fracture spacing, [Hardensburg].

17.2' to 20': SANDSTONE, slightly weathered, very thinly bedded, light brown, hard, very close fracture spacing, [Hardensburg].

18.2-21 ft: Open bedding plane with clay staining

(O/ATV)

18.9- ft: 1/4" washed shale seam (O/ATV)

A 51 11

0-10 ft: OB0 stage on 2/4/16

5-10 ft: Drill Time: 15:30 hrs

10-17.2 ft: CD1 stage on 2/24/16 10' PVC bottom 11- ft: Old grout seam - 0.3'

11.7- ft: (4) 1/4" old grout seams - 0.4'

17.2-27.1 ft: CD2 stage on 2/25/16

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.5

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

6.0

99.0

105.0

N 2,108,960.6 E 1,422,315.9

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP936

4/2/16

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

54%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

2/4/16

VERTICAL

Steve Argue, Jacob Buffington, Dave Bennett

Mini Sonic, LF90, Cubex

EZ, CHG, VP, Rizzo , SWS, USACE

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 5

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP936

P oc ke t

P en

(T

S F

Boring Designation UXP936

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

529.2 28.0

19.5- ft: 1/4" washed shale seam (O/ATV) 20' to 28': LIMESTONE, slightly weathered, thinly bedded, gray, hard, close fracture spacing, [Haney] reacts with HCL, fossiliferous.

20- ft: Clay seams approx. 1 inch thick

20.5-22.5 ft: Shale seams (O/ATV)

20.8- ft: Clay seams approx. 1 inch thick

21.9- ft: Clay seams approx. 1 inch thick

28' to 76': LIMESTONE, [Haney] tan flush, continuous hammer, limestone and shale chips.

31.3-31.4 ft: 1" open bedding plane with clay staining

(O/ATV)

41-43 ft: Vertical fractures

B 56 21

28-105 ft: RD1 stage on 4/2/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.5

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,960.6 E 1,422,315.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 5

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP936

P oc ke t

P en

(T

S F

Boring Designation UXP936

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

28' to 76': LIMESTONE, [Haney] tan flush, continuous hammer, limestone and shale chips. (continued)

46.5-49.5 ft: Numerous vertical fractures and horizontal bedding planes (O/ATV)

50-53 ft: Numerous thin bedding planes (O/ATV)

56-73 ft: Numerous thin 1/8" - 3/4" shale interbedded bedding planes (O/ATV)

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.5

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,960.6 E 1,422,315.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 5

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP936

P oc ke t

P en

(T

S F

Boring Designation UXP936

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

484.1

477.5

76.0

83.0

28' to 76': LIMESTONE, [Haney] tan flush, continuous hammer, limestone and shale chips. (continued)

70- ft: water turns gray, some shale chips

76' to 83': SHALE (UPPER SEAM), [Big Clifty] tan/gray/brown flush, sandstone and shale chips.

76-77 ft: Small tool drop

78-79 ft: Small tool drop

80-81 ft: Small tool drop

83' to 105': SANDSTONE, [Big Clifty] tan/gray/brown flush, sandstone and shale chips.

89-90 ft: Small tool drop

92-94 ft: Some minor tool drops

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.5

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,960.6 E 1,422,315.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 5

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP936

P oc ke t

P en

(T

S F

Boring Designation UXP936

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

456.8 105.0

83' to 105': SANDSTONE, [Big Clifty] tan/gray/brown flush, sandstone and shale chips. (continued)

99- ft: Flush color changes to brown

103-103.1 ft: Small tool drop

Bottom of hole at 105 feet.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.5

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,960.6 E 1,422,315.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 5

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP936

P oc ke t

P en

(T

S F

Boring Designation UXP936

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

2.5

555.0

553.6

550.7

547.0

544.2

541.4

539.7

536.8

0.5

2.0

5.0

9.0

12.0

15.0

16.8

19.8

4.5

1.0

0' to 0.5': ASPHALT (A), black, Asphalt.

0.5' to 2': GRAVEL ROADBASE (GP), gray, Roadbase.

2' to 5': LEAN CLAY (CL), brown, moist, hard, Embankment Fill.

5' to 9': SILTY CLAYEY SAND (SC-SM), reddish brown, moist, medium dense, Granular Overburden.

9' to 12': WEATHERED SILTSTONE AND SILT AND SANDSTONE PIECES (GM), brown, moist, Granular Overburden.

12' to 15': SHALE, gray, [Hardensburg] dry, weathered.

15' to 16.8': SHALE, only grout plug, and greenish siltstone chip (0.5").

16.8' to 19.8': SANDSTONE, slightly weathered, very thinly bedded, light brown, medium hard, very close fracture spacing, [Hardensburg].

17.3- ft: 1/2" grout seam, old (per O/ATV)

17.9- ft: Weathered fracture

18.5- ft: Weathered fracture

A 0 0

0-15 ft: OB0 stage on 2/4/16

14- ft: PVC bottom

14.6-30 ft: CD1 stage on 2/25/16 15-150 ft: RD1 stage on 4/2/16

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.4

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

12.0

151.0

163.0

N 2,108,975.8 E 1,422,328.9

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP956

4/3/16

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

58%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

2/4/16

VERTICAL

Steve Argue, Jacob Buffington, Dave Bennett

Mini Sonic, LF90, Cubex

EZ, CHG, VP, Rizzo , SWS, USACE

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

527.3 30.0

19.2- ft: Weathered fracture 19.8' to 30': LIMESTONE, moderately weathered to unweathered, thinly to thickly bedded, gray to light gray, hard, very close to medium fracture spacing, [Haney].

(continued)

22-23 ft: Weathered

23.5- ft: Clay filled fracture, reacts to HCI

24.1- ft: Clay filled fracture, reacts to HCI

24.4- ft: Clay filled fracture, reacts to HCI

27.5- ft: Iron stained 1/2" bedding plane

27.51- ft: Iron Stained Fracture

28- ft: Iron stained fracture

30' to 75.5': LIMESTONE, [Haney] hard drilling, continuous hammer, tan flush, limestone and shale cuttings.

31-32 ft: Weathered bedding planes with clay staining 1/4" to 1.25" wide (O/ATV)

40- ft: 1" thick weathered bedding plane (O/ATV)

B

C

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

30' to 75.5': LIMESTONE, [Haney] hard drilling, continuous hammer, tan flush, limestone and shale cuttings. (continued)

45-47.5 ft: 1 ft. vertical fracture intersecting 20" bedding planes with clay staining at 46' and 47.5' (O/ATV)

49.5-49.75 ft: Weathered shale interbedded (O/ATV)

50.25- ft: Weathered shale interbedded (O/ATV)

50.75- ft: Weathered shale interbedded (O/ATV)

51.5- ft: Weathered shale interbedded (O/ATV)

52-52.2 ft: Open bedding plane (O/ATV)

53.25-53.33 ft: Open bedding plane (O/ATV)

54-76 ft: Thin shale interbeds 1/16" to 1/8" thick

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

484.5

477.5

75.5

83.0

30' to 75.5': LIMESTONE, [Haney] hard drilling, continuous hammer, tan flush, limestone and shale cuttings. (continued)

75.5' to 83': SHALE (UPPER SEAM), [Big Clifty] tan/gray flush, continuous hammer, sand and shale cuttings.

76-76.1 ft: Small tool drop

79- ft: Flush color changes to dark gray

81-83 ft: Some minor tool drops

83' to 137': SANDSTONE, [Big Clifty] tan/gray flush, continuous hammer, sand and shale cuttings.

89- ft: Faster drilling - Shale seams 6" to 12" thick

90-93 ft: Some minor tool drops - Shale seams 6" to 12" with iron staining

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

83' to 137': SANDSTONE, [Big Clifty] tan/gray flush, continuous hammer, sand and shale cuttings.

(continued)

94- ft: Flush color changes to dark brown

96- ft: Flush color changes to tan

107- ft: Shale seams

112-116 ft: Some minor rod drops - Shale seams, some iron staining

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

426.7 137.0

83' to 137': SANDSTONE, [Big Clifty] tan/gray flush, continuous hammer, sand and shale cuttings.

(continued)

118- ft: Flush color changes to dark brown

119- ft: Flush color changes to tan

123-132 ft: Interbedded sandstone and shale

128- ft: Small tool drop

129- ft: Small tool drop

131- ft: Small tool drop

133- ft: Small tool drop

134- ft: Small tool drop

135-136 ft: Some minor tool drops

137' to 145': SANDSTONE WITH INTERBEDDED SHALE, [Big Clifty] soft and faster drilling, dark gray flush, shale cuttings.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

419.2

414.0

403.2

402.3

145.0

150.5

162.0

163.0

137' to 145': SANDSTONE WITH INTERBEDDED SHALE, [Big Clifty] soft and faster drilling, dark gray flush, shale cuttings. (continued)

145' to 150.5': SHALE (LOWER SEAM), [Big Clifty] soft shale layer, dark gray flush, soft.

150.5' to 162': LIMESTONE WITH SHALE INTERBEDS, [Beech Creek] hard and slow drilling, continuous hammer, dark gray flush, limestone and shale chips.

154- ft: Flush color changes to light gray

158- ft: Flush color changes to tan

162' to 163': SHALE, [Elwren] soft and faster drilling, gray flush, shale chips.

Bottom of hole at 163 feet.

150-163 ft: RD2 stage on 4/3/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,975.8 E 1,422,328.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 7 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP956

P oc ke t

P en

(T

S F

Boring Designation UXP956

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

554.9

553.5

550.7

548.8

546.0

536.6

0.5

2.0

5.0

7.0

10.0

20.0

3.5

2.5

0' to 0.5': ASPHALT (A), black, Asphalt.

0.5' to 2': GRAVEL ROADBASE (GP), gray, dense, Roadbase.

2' to 5': LEAN CLAY (CL), grayish brown, moist, very stiff, Embankment Fill.

5' to 7': CLAY (CL), brownish gray, moist, very stiff, Cohesive Overburden.

7' to 10': SANDSTONE, reddish brown, dry, weathered.

10' to 20': SANDSTONE, and shale, moderately weathered to slightly weathered, very thinly bedded, light brown, medium hard, very close fracture spacing, [Hardensburg].

10.7- ft: Grout Seam. Reacts to Phenslphtalein.

11.6- ft: Clay seam

A 28 0

0-10 ft: OB0 stage on 2/5/16

10-27.1 ft: CD1 stage on 2/25/16. Casing installed to 10 ft 10' PVC bottom 10.8- ft: Old grout at 1/16" (from O/ATV) 11.3- ft: Old grout 1" thick 12- ft: New grout 3" thick - 0.4' 13-70 ft: RD1 stage on 4/3/16

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.4

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

7.0

193.0

200.0

N 2,108,991.0 E 1,422,341.9

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP976

4/3/16

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

43%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

2/4/16

VERTICAL

Steve Argue, Jacob Buffington, Dave Bennett

Mini Sonic, LF90, Cubex

EZ, CHG, VP, Rizzo , SWS, USACE

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

529.9 27.1

20' to 27.1': LIMESTONE, slightly weathered, thinly bedded, fossiliferous, light gray, hard, very close fracture spacing, [Haney] reacts to HCl.

22.4- ft: Iron stained vertical fracture

24- ft: 1.5" open bedding plane (O/ATV)

26.8- ft: Weathered shale with 1" open bedding plane

(O/ATV)

27.1' to 70': LIMESTONE, [Haney] hard drilling, tan/gray flush, continuous hammer, limestone and shale chips (mostly limestone, some shale) and presence of fossils.

39.8-40.75 ft: Vertical fracture, weathered, clay staining

(O/ATV)

B 55 20

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

44-46 ft: Vertical fracture, weathered 27.1' to 70': LIMESTONE, [Haney] hard drilling, tan/gray flush, continuous hammer, limestone and shale chips (mostly limestone, some shale) and presence of fossils. (continued)

46- ft: Intermittent hammer

47.3-47.7 ft: Weathered bedding, planes, severe weathering (O/ATV)

48- ft: Tool drop (0.25'). Flush turned brown, weathered limestone chips

50- ft: Flush color changed to tan

55-76 ft: Thin shale interbeds

67- ft: Small tool drop (~0.1')

67.5-68 ft: Minor tool drops

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

489.6

483.5

477.4

70.0

76.5

83.0

68-70 ft: Lots of minor tool drops

70' to 76.5': LIMESTONE, [Haney] tan/white flush, hard drilling, continuous hammer.

76.5' to 83': SHALE (UPPER SEAM), [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer.

76.5-82 ft: Shale layer (O/ATV)

79-80 ft: Shale layer, bluish gray flush, softer drilling

83' to 128.5': SANDSTONE, [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer.

89-93 ft: Shale seams (O/ATV)

70-200 ft: Drilling stopped at 70'. RD2 stage on 4/3/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

83' to 128.5': SANDSTONE, [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer. (continued)

103-103.5 ft: Tool drop (assumed shale bed)

111- ft: Small tool drop

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

434.7 128.5

83' to 128.5': SANDSTONE, [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer. (continued)

119- ft: Small tool drop

119.5- ft: Small tool drop

128.5' to 144': SANDSTONE WITH INTERBEDDED SHALE, [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

420.1

414.3

404.1

144.0

150.2

161.0

128.5' to 144': SANDSTONE WITH INTERBEDDED SHALE, [Big Clifty] tan flush, moderately hard drilling, sand and shale cuttings, continuous hammer.

(continued)

144' to 150.2': SHALE (LOWER SEAM), [Big Clifty] black/dark brown shale chips, soft drilling, bluish gray flush, sand and shale cuttings.

150.2' to 161': LIMESTONE, [Beech Creek] grayish brown flush, hard drilling, continuous hammer, limestone and shale cuttings.

161' to 179.5': SHALE, [Elwren] grayish blue flush, bluish green to black shale chips and some limestone, soft drilling.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 7 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

386.7 179.5

161' to 179.5': SHALE, [Elwren] grayish blue flush, bluish green to black shale chips and some limestone, soft drilling. (continued)

168-168.5 ft: Very soft

179.5' to 200': LIMESTONE, [Reelsville] hard drilling, continuous hammer, light gray flush, limestone and shale cuttings.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 8 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

190A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

367.5 200.0

179.5' to 200': LIMESTONE, [Reelsville] hard drilling, continuous hammer, light gray flush, limestone and shale cuttings. (continued)

Bottom of hole at 200 feet.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,108,991.0 E 1,422,341.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 9 of 9

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP976

P oc ke t

P en

(T

S F

Boring Designation UXP976

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

554.9

553.5

550.7

546.9

544.1

539.2

537.4

0.5

2.0

5.0

9.0

12.0

17.2

19.2

>4.5

1.5

0' to 0.5': ASPHALT (A), black, Asphalt.

0.5' to 2': GRAVEL ROADBASE (GP), gray, dense, Roadbase.

2' to 5': LEAN CLAY (CL), brown, moist, hard, Embankment Fill.

5' to 9': LEAN CLAY WITH GRAVEL (CL), brown and gray, moist, stiff, Cohesive Overburden.

9' to 12': SANDSTONE, reddish brown, dry, weathered.

12' to 17.2': SANDSTONE, highly weathered, laminated, light brown to olive gray, medium hard, very close fracture spacing, [Hardensburg].

12.9- ft: Clay

17.2' to 19.2': SANDSTONE, moderately weathered, very thinly, light brown, medium hard, very close fracture spacing, [Hardensburg].

17.2-19.2 ft: Clean fractures

A 33 0

0-12 ft: OB0 stage on 2/5/16

11.4-17.2 ft: CD1 stage on 2/25/16 11.5-214 ft: RD1 stage on 4/4/16 12- ft: PVC bottom

17.2-27.1 ft: CD2 stage on 2/26/16

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.4

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

9.0

205.0

214.0

N 2,109,006.2 E 1,422,354.9

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP996

4/4/16

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

50%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

2/5/16

VERTICAL

Steve Argue, Jacob Buffington, Dave Bennett

Mini Sonic, LF90, Cubex

EZ, CHG, VP, Rizzo , SWS, USACE

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

529.9 27.1

19.2' to 27.1': LIMESTONE, moderately weathered to highly weathered, very thinly, dark gray to light gray, soft to medium hard, close fracture spacing, [Haney].

(continued)

20- ft: 2" old grout seam

22- ft: Clay filled fractures

22.4- ft: Clay filled fractures

23.4- ft: Clay filled fractures

24.2- ft: Clay filled fractures

26.4- ft: Becomes unweathered 27.1' to 76.2': LIMESTONE, [Haney] hard drilling, continuous hammer, light gray flush, limestone cuttings with some shale.

42.8-45 ft: Horizontal bedding planes intersected by vertical fractures (O/ATV)

B 61 27

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

27.1' to 76.2': LIMESTONE, [Haney] hard drilling, continuous hammer, light gray flush, limestone cuttings with some shale. (continued)

46.5- ft: Flush changes to tan. Cuttings are more weathered limestone than the above. Still hard

52- ft: Flush changes to grayish brown, limestone cuttings with more shale, 2" weathered bedding plane

61-62.5 ft: 4" vertical fracture, weathered, stained

(O/ATV)

63.5-64.5 ft: Soft zone, hammer stutter, cuttings are tan limestone chips

52- ft: Brief stop to give acoustic sonde water

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

483.8

477.9

76.2

82.5

27.1' to 76.2': LIMESTONE, [Haney] hard drilling, continuous hammer, light gray flush, limestone cuttings with some shale. (continued)

76.2' to 82.5': SHALE (UPPER SEAM), [Big Clifty] grayish blue flush, soft drilling, shale chips, several rod drops and hammer stutters.

82.5' to 130': SANDSTONE, [Big Clifty] color changed to tan flush, sand and shale cuttings, moderately hard drilling, continuous hammer.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

82.5' to 130': SANDSTONE, [Big Clifty] color changed to tan flush, sand and shale cuttings, moderately hard drilling, continuous hammer. (continued)

101- ft: Small rod drop

106- ft: Small tool drop

107-109.5 ft: Several small tool drops, shale interbeds, weathered bedding planes

113- ft: Small tool drop, weathered bedding planes

116-119.5 ft: More shale cuttings in sand

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

433.2 130.0

82.5' to 130': SANDSTONE, [Big Clifty] color changed to tan flush, sand and shale cuttings, moderately hard drilling, continuous hammer. (continued)

128-129.5 ft: Very shaley, softer

130' to 142': SANDSTONE WITH INTERBEDDED SHALE, [Big Clifty] Dark gray flush, softer drilling, intermittent hammer, shale cuttings predominant, cuttings range from light to dark gray..

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

422.0

412.6

403.6

142.0

152.0

161.5

142' to 152': SHALE (LOWER SEAM), [Big Clifty] dark gray flush, softer drilling, intermittent hammer, shale cuttings predominant , cuttings range from light to dark gray.

142- ft: Small tool drop

152' to 161.5': LIMESTONE, [Beech Creek] light gray/gray flush, harder drilling, continuous hammer, limestone and shale cuttings.

161.5' to 179.8': SHALE, [Elwren] softer and faster drilling, intermittent hammer, dark gray to light gray flush, shale cuttings.

163- ft: Flush color changes to tan

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 7 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

386.4 179.8

161.5' to 179.8': SHALE, [Elwren] softer and faster drilling, intermittent hammer, dark gray to light gray flush, shale cuttings. (continued)

172-172.5 ft: Flush color changed to greenish gray and then to reddish brown. Iron oxide staining on shale cuttings, limestone ledge (O/ATV)

179- ft: Flush color changed to gray

179.8' to 206': LIMESTONE, [Reelsville] harder and slower drilling, continuous hammer, tan/gray flush, limestone and some shale cuttings.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 8 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

190A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

361.8

354.3

206.0

214.0

179.8' to 206': LIMESTONE, [Reelsville] harder and slower drilling, continuous hammer, tan/gray flush, limestone and some shale cuttings. (continued)

197- ft: Flush color changed to light tan

206' to 214': SANDSTONE, [Sample] tan/brown flush, hard drilling, sand cuttings.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 9 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

214- ft: Oily flush Bottom of hole at 214 feet.

214- ft: Drilling stopped due to oily flush

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

10SHEET

KY South State Plane

555.4

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,006.2 E 1,422,354.9

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 10 of 10

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP996

P oc ke t

P en

(T

S F

Boring Designation UXP996

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

R O

U G

H _R

IV

E

R _B

H S

_1

_2

U

S A

C E

A P

P R

O V

E D

_W O

R K

IN

G

F

IL

E .G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

554.4

552.9

546.7

544.4

543.9

541.1

538.3

537.3

0.8

2.5

9.0

11.5

12.0

15.0

18.0

19.0

4.5

0' to 0.8': ASPHALT (A), dark gray, very dense, Asphalt/Roadbase.

0.8' to 2.5': WELL GRADED GRAVEL WITH SAND (GW), light gray to dark gray, dry, dense, Asphalt/Roadbase, strong HCl reaction, Fine to coarse gravel.

2.5' to 9': LEAN CLAY WITH SAND (CL), dark yellowish brown to grayish brown, moist, hard, Embankment Fill, no HCl reaction, Trace of peat and roots. Trace of calcareous fine gravel. Mottled with light gray clay.

9' to 11.5': POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), light olive brown and reddish brown, Granular Overburden, Highly weathered sandstone. Hardensberg formation (Saprolite).

11.5' to 12': SHALE, highly weathered to moderately weathered, light brownish gray to gray, calcareous, soft to medium hard, [Hardensburg] weak reaction to HCl, dry to moist.

12' to 15': SHALE, slightly weathered to moderately weathered, light brownish gray to gray, calcareous, medium hard to soft, [Hardensburg] weak reaction to HCl, dry to moist.

15' to 18': SANDSTONE, slightly weathered, soft to medium hard, [Hardensburg] light olive brown to grayish brown, 10° bedding angle, weak reaction to HCl, dry to moist,.

18' to 19': SANDSTONE, [Hardensburg] Moderately soft and moderately fast drilling, brown flush, intermittent hammer, sadstone cuttings, no reaction to HCl.

0-5 ft: Time: 13:38 hrs OB0 drilled from 0 to 18 ft on 11/14/2016

8- ft: 13:53 hrs

12- ft: TOR at 12ft; drilled 6 ft into rock

15- ft: Time: 14:04 hrs

18- ft: Time: 09:53 hrs.

RD1 from 18 ft to 33 ft on 11/28/16

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

555.2

Cascade, ACT

SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

12.0

153.0

165.0

N 2,109,013.8 E 1,422,361.4

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

N40E

UXS1006

1/21/17

DISTURBED

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

Louisville District

VERTICAL

1. PROJECT

UNDISTURBED

NGVD29

N/A

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

11/14/16

VERTICAL

Rick Tustin, Kyle Morris, D. Bennett

200C Track, Cubex

Daniel Bansah , Vinod Pillai, Daniel Bansah

Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

20A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

524.2 33.0

19' to 33': LIMESTONE, [Haney] Moderately hard and moderately slow drilling, continuous hammer, grayish brown flush, limestone cuttings, reacts strongly with HCl,. (continued)

33' to 48': LIMESTONE, [Haney] Hard and slow drilling, continuous hammer, grayish brown to pale tan flush, limestone cuttings, reacts strongly with HCl.

20- ft: Time: 10:20 hrs

29- ft: Time: 10:27 hrs

33- ft: Time: 07:50 hrs.

31.3-33 ft, Drilled through downstaged grout

RD2 from 31.3 ft to 48 ft on 12/13/16

40- ft: Time: 08:00 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,013.8 E 1,422,361.4

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

510.1

496.0

48.0

63.0

33' to 48': LIMESTONE, [Haney] Hard and slow drilling, continuous hammer, grayish brown to pale tan flush, limestone cuttings, reacts strongly with HCl. (continued)

48' to 63': LIMESTONE, [Haney] Hard and slow drilling, continuous hammer, pale tan flush, limestone cuttings, reacts strongly with HCl,.

63' to 75': LIMESTONE, [Haney] Hard and slow drilling, continuous hammer, pale tan flush, limestone cuttings, reacts strongly with HCl.

65-66 ft: Flush turns brown

48- ft: Time: 14:44 hrs.

RD3 from 48 ft to 63 ft on 12/18/16

50- ft: Time: 14:48 hrs

60- ft: Time: 15:00 hrs

63- ft: Time: 10:04 hrs.

41.5-63 ft, Drilled through downstaged grout RD4 from 41.5 ft to 78 ft on 01/05/17

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,013.8 E 1,422,361.4

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

484.7

481.9

477.5

75.0

78.0

82.7

63' to 75': LIMESTONE, [Haney] Hard and slow drilling, continuous hammer, pale tan flush, limestone cuttings, reacts strongly with HCl. (continued)

75' to 78': SHALE, [Big Clifty] Moderately soft and moderately fast drilling, intermittent hammer, gray flush, shale cuttings,.

78' to 82.7': SHALE, [Big Clifty] Soft and fast drilling, intermittent hammer, grayish brown to gray flush, shale cuttings,.

82.7' to 132.5': SANDSTONE, [Big Clifty] Moderately hard and moderately slow drilling, continuous hammer, gray to brown to yellowish brown flush, sandstone and some shale cuttings, sandstone cuttings near top of the layer are gray,.

69- ft: Time: 10:21 hrs

78- ft: Time: 15:23 hrs.

49.6-78 ft, Drilled through downstaged grout

RD5 from 49.6 ft to 139.6 ft on 1/20/16 80- ft: Time: 15:31 hrs

89- ft: Time: 15:37 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,013.8 E 1,422,361.4

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

82.7' to 132.5': SANDSTONE, [Big Clifty] Moderately hard and moderately slow drilling, continuous hammer, gray to brown to yellowish brown flush, sandstone and some shale cuttings, sandstone cuttings near top of the layer are gray,.

(continued)

100- ft: Time: 15:42 hrs

109- ft: Time: 15:46 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,013.8 E 1,422,361.4

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

430.7

424.0

132.5

139.6

82.7' to 132.5': SANDSTONE, [Big Clifty] Moderately hard and moderately slow drilling, continuous hammer, gray to brown to yellowish brown flush, sandstone and some shale cuttings, sandstone cuttings near top of the layer are gray,.

(continued)

125.1- ft: Flush color turns gray. Gray color sandstone cuttings in return.

132.5' to 139.6': SHALE, [Big Clifty] Soft and fast drilling, intermittent hammer, grayish brown to gray flush, shale and trace sandstone cuttings,.

139.6' to 150.4': SHALE, [Big Clifty] Soft and fast drilling, intermittent hammer, grayish brown to gray flush, shale and trace sandstone cuttings,.

120- ft: Time: 15:50 hrs

129- ft: Time: 15:57 hrs

139.6- ft: Time: 07:35 hrs.

RD6 from 139.6 ft to 165 ft on1/21/17

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,013.8 E 1,422,361.4

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 7

ELEV DEPTH

LE

G

E N

D

Boring Designation UXS1006

P oc ke t

P en

(T

S F

Boring Designation UXS1006

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R ec %

R Q

D

REMARKS

A C

E

6-

A

D R

IL

LI

N G

L O

G

R R

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S S

E T

N O

.G

P J

U S

A C

E -L

R L.

G D

T

0/

/2

413.9

402.8

400.2

150.4

162.2

165.0

139.6' to 150.4': SHALE, [Big Clifty] Soft and fast drilling, intermittent hammer, grayish brown to gray flush, shale and trace sandstone cuttings,.

(continued)

150.4' to 162.2': LIMESTONE, [Beech Creek] Moderately slow and moderately hard drilling, intermittent hammer, dark gray to gray flush, limestone and siltstone cuttings, reacts strongly with HCl, intermittent hard drilling sections, some shale interbeds,.

152-153 ft: Intermittent dark gray flushes, some…