W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_9of20_C2-0000.pdf

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

P2: 145870 Design-Bid-Build

Construction Materials and Foundation Completion Report - Boring Logs and Labs Vol. 6 (9 of 20) Appendix C2 (2 of 5)

Certified Final

20 December 2024

W912QR25R0016

ARIMS: 1200

Disposition: Permanent

W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_9of20_C2-0000

9.5

9.5

513.8 44.0

>4.5

3.5

>4.5

13' to 44': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, medium plasticity, Mottled with light gray and brownish red clay. Trace of medium gravel and medium sand, no reaction with HCL. (continued)

25- ft: 14:56 hrs

35- ft: 15:03 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 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

>4.5

4.25

44' to 70': LEAN CLAY (CL), dark yellowish brown to brownish gray, moist, very stiff to hard, Embankment Fill, medium plasticity, Mottled with light gray and brownish red clay. Trace of medium sand, no reaction with HCL. (continued)

45- ft: 15:16 hrs

55- ft: 15:30 hrs

65- ft: 15:41 hrs

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 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

4.0

9.5

489.4 70.0

2.5

>4.5

>4.5

70' to 95': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, very stiff to hard, Embankment Fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL.

75- ft: 15:15 hrs

85- ft: 14:29 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 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

465.9

447.1

95.0

115.0

3.75

3.75

70' to 95': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, very stiff to hard, Embankment Fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL.

(continued) 95' to 115': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, very stiff, Embankment fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray, dark gray, and light reddish brown clay, no reaction with HCL.

115' to 138.5': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL.

95- ft: 07:41 hrs 95.01- ft: OB1 drilled on 08/07/2026 from 95 to 171 ft

115- ft: 08:09 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 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

4.0

425.0 138.5

>4.5

2.5

1.5

115' to 138.5': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL.

(continued)

138.5' to 155': SANDY SILT TRACE GRAVEL (SM), grayish brown to brownish gray, moist, medium dense, Granular Overburden, Presents roots and branches up to 2" diameter, and disperse organics. Trace medium gravel. Low recovery (25%) in 145-155ft probably because of increased sand content, no reaction with

HCL.

135- ft: 08:45 hrs

138.5-145 ft: Jar Sample

% Gravel: 0.6 % Sand: 41.8 % Silt: 35.6 % Clay: 22.0

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 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

1.5

409.5

400.1

155.0

165.0

1.5

138.5' to 155': SANDY SILT TRACE GRAVEL (SM), grayish brown to brownish gray, moist, medium dense, Granular Overburden, Presents roots and branches up to 2" diameter, and disperse organics. Trace medium gravel. Low recovery (25%) in 145-155ft probably because of increased sand content, no reaction with HCL. (continued)

155' to 165': POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), brownish gray grayish brown, moist, dense to very dense, Granular Overburden.

155- ft: 09:24 hrs

165.1- ft: TOR at 165 ft;

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 7 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

396.4

394.5

380.4

169.0

171.0

186.0

165' to 169': SHALE, slightly weathered to moderately weathered, dark blueish gray, medium hard, [Elwren] Weak reaction to HCL. (continued)

169' to 171': LIMESTONE, slightly weathered to moderately weathered, light grayish brown, very hard, dry, [Reelsville] Strong reaction to HCL.

171' to 186': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, light brownish gray to pale tan flush, limestone cuttings, reacts strongly with HCL.

186' to 204.6': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, pale tan flush, limestone cuttings, reacts strongly with HCL.

drilled 6 ft into rock 166- ft: 10:06 hrs

171- ft: RD1 from 171 ft to 186 ft on 9/13/16

180- ft: 13:46 hrs

186- ft: RD2 from 186 ft to

212.1 ft on 9/24/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 8 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S

S E

T N

O . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

362.9

355.9

204.6

212.1

186' to 204.6': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, pale tan flush, limestone cuttings, reacts strongly with HCL. (continued)

204.6' to 212.1': SANDSTONE, [Sample] Some shale interbeds, moderately hard and slow drilling, continuous hammer, grayish brown to gray flush, sandstone and shale cuttings, oily flush.

208.6- ft: Oily flush.

212.1' to 234.6': SANDSTONE, [Sample] Lenticular, hard to medium hard, slightly weathered, light olive gray and dark gray, hydrocarbon odor, thinly to very thinly laminated, closely fractured, R.D. = 20, no reaction with HCL, dry, transitioning from lenticular to flaser;

hetherolitic.

190- ft: 11:10 hrs

200- ft: 11:24 hrs

210- ft: 11:32 hrs

212- ft: 15:52 hrs CD1 from 212.1 ft to 213.8 ft on 10/24/16

213.8- ft: 08:00 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 9 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

334.7 234.6

212.1' to 234.6': SANDSTONE, [Sample] Lenticular, hard to medium hard, slightly weathered, light olive gray and dark gray, hydrocarbon odor, thinly to very thinly laminated, closely fractured, R.D. = 20, no reaction with HCL, dry, transitioning from lenticular to flaser;

hetherolitic. (continued)

234.6' to 255': LIMESTONE, [Beaver Bend] Massive, very hard, slightly weathered to unweathered, pale yellowish gray to light olive gray, no odor, massive to laminated massive, R.D.=30, strong reaction to HCL, dry, sharp top contact with Sample Formation. Abundant very closely to closely spaced fine grained laminae, planar to ondulated, rough to stepped.

CD2 from 213.8 ft to 255 ft on 10/25/16 Small amount of oil on returning drilling water

216- ft: 08:24 hrs

221- ft: 08:52 hrs

226- ft: 09:07 hrs

231- ft: 09:35 hrs

236- ft: 09:35 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

10SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 10 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

315.5 255.0

234.6' to 255': LIMESTONE, [Beaver Bend] Massive, very hard, slightly weathered to unweathered, pale yellowish gray to light olive gray, no odor, massive to laminated massive, R.D.=30, strong reaction to HCL, dry, sharp top contact with Sample Formation. Abundant very closely to closely spaced fine grained laminae, planar to ondulated, rough to stepped. (continued)

253.6-254.5 ft: Shale, non reactive with HCL

Bottom of hole at 255 feet.

241- ft: 10:23 hrs

246- ft: 10:37 hrs

251- ft: 11:11 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

11SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,784.2 E 1,423,023.7

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 11 of 11

ELEV DEPTH

LE

G

E N

D

Boring Designation UXP2022

P oc ke t

P en

(T

S F

Boring Designation UXP2022

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

5.0

554.8

550.5

541.1

0.4

5.0

15.0

3.0

0' to 0.4': SILTY GRAVEL AND SAND (GP), gray, dry, dense, Roadbase.

0.4' to 5': LEAN CLAY (CL), orangish brown, moist, Embankment Fill.

5' to 15': LEAN CLAY WITH TRACE GRAVEL (CL), brown orangish brown, moist, very stiff, Embankment Fill.

14.5-15 ft: Clayey sand and gravel 15' to 25': LEAN CLAY WITH TRACE GRAVEL (CL), brown orangish brown, moist, hard, Embankment Fill.

0-173 ft: OB0 stage on 3/7/16

5-15 ft: Drill time:

07:30-07:31 hrs

15-25 ft: Drill time:

07:38-07:39 hrs

SEP 05

SPK FORM 1836

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

4 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

170.0

29.3

199.3

N 2,109,794.9 E 1,423,032.8

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXP2036

5/12/16

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

36%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

3/11/16

VERTICAL

Chris Barden, Kyle Morris

600C Track, LF90, Cubex

DAR , 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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

8.0

8.0

531.7

522.3

25.0

35.0

4.5

3.0

2.0

15' to 25': LEAN CLAY WITH TRACE GRAVEL (CL), brown orangish brown, moist, hard, Embankment Fill.

(continued)

25' to 35': LEAN CLAY WITH SAND (CL), brown orangish brown, moist, very stiff, Embankment Fill.

29.5-30.5 ft: Clayey sand and gravel

35' to 45': LEAN CLAY (CL), orangish brown, moist, very stiff, Embankment Fill.

25-35 ft: Drill time:

07:46-07:48 hrs

35-45 ft: Drill time:

07:55-07:56 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 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

9.0

512.9

503.5

494.1

45.0

55.0

65.0

2.5

>4.5

45' to 55': LEAN CLAY (CL), orangish brown brown, moist, very stiff, Embankment Fill.

55' to 65': LEAN CLAY (CL), orangish brown grayish brown, moist, hard, Embankment Fill.

65' to 75': LEAN CLAY (CL), orangish brown grayish brown, moist, hard, Embankment Fill.

45-55 ft: Drill time:

07:57-08:00 hrs

55-65 ft: Drill time:

08:13-08:16 hrs

65-75 ft: Drill time:

08:17-08:20 hrs

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 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

5.5

7.5

484.7

475.3

75.0

85.0

>4.5

2.0

3.5

65' to 75': LEAN CLAY (CL), orangish brown grayish brown, moist, hard, Embankment Fill. (continued)

75' to 85': LEAN CLAY (CL), orangish brown grayish brown, moist, very stiff, Embankment Fill, some large gravel.

85' to 102': FAT CLAY (CH), orangish brown grayish brown, moist, very stiff to hard, Embankment Fill.

75-85 ft: Drill time:

08:37-08:38 hrs

85-95 ft: Drill time:

08:39-08:42 hrs

90-97 ft: Jar sample no #, not tested

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 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

459.3

451.8

447.1

102.0

110.0

115.0

>4.5

>4.5

85' to 102': FAT CLAY (CH), orangish brown grayish brown, moist, very stiff to hard, Embankment Fill.

(continued)

102' to 110': LEAN CLAY (CL).

110' to 115': LEAN CLAY WITH TRACE ROUNDED GRAVEL (CL), orangish brown grayish brown, moist, hard, Embankment Fill.

115' to 129.5': LEAN CLAY (CL), reddish brown grayish brown, moist, very stiff, Embankment Fill.

95-105 ft: Drill time:

09:05-09:08 hrs

105-115 ft: Drill time:

09:09-09:11 hrs

115-125 ft: Drill time:

09:41-09:42 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 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

7.5

1.0

433.5

428.3

129.5

135.0

2.5

0.5

115' to 129.5': LEAN CLAY (CL), reddish brown grayish brown, moist, very stiff, Embankment Fill.

(continued)

129.5' to 135': CLAYEY SILTY SAND (SC-SM), brownish gray, moist, medium stiff, Granular Overburden.

131-132 ft: Poorly graded sand

135' to 145': SILTY SAND TO POORLY GRADED SAND (SP-SM), brownish gray gray, wet, Granular Overburden.

A 0 0

125-135 ft: Drill time:

09:43-09:45 hrs

130-135 ft: Jar sample

% Gravel: 0.0 % Sand: 72.1 % Silt: 19.5 % Clay: 8.4

135-145 ft: Drill time:

10:08-10:10 hrs 135-145 Jar sample S-123

% Gravel: 0.0 % Sand: 79.9 % Silt: 14.4 % Clay: 5.7

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 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

418.9

409.5

402.0

145.0

155.0

163.0

135' to 145': SILTY SAND TO POORLY GRADED SAND (SP-SM), brownish gray gray, wet, Granular Overburden. (continued)

145' to 155': POORLY GRADED SAND WITH SILT (SP-SM), brownish gray gray, moist, Granular Overburden.

150-155 ft: Wood abundant

155' to 163': SILTY SAND (SM), gray dark gray, moist, Granular Overburden.

163' to 171': CLAYEY GRAVEL (GC), light gray, dry, Granular Overburden, weathered shale.

B

C

D

145-155 ft: Drill time:

10:11-10:14 hrs

148-160 ft: Jar sample S-122

LL: 28, PL: 21, PI: 7

% Gravel: 0.0 % Sand: 41.1 % Silt: 43.7 % Clay: 15.2 150-155 ft: Jar sample S-124

LL: 28, PL: 21, PI: 7

% Gravel: 0.0 % Sand: 88.0 % Silt: 6.7 % Clay: 5.2

155-160 ft: Drill time:

10:30-10:34 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

392.6

379.1

171.0

173.0

187.4

163' to 171': CLAYEY GRAVEL (GC), light gray, dry, Granular Overburden, weathered shale. (continued)

171' to 173': LIMESTONE, light brown, [Reelsville] dry, weathered.

173' to 187.4': LIMESTONE, unweathered to slightly weathered, massive to thinly bedded, light gray to light brownish gray, very hard to hard, wide to close fracture spacing, [Reelsville].

187- ft: Water turns pale tan 187.4' to 199.3': LIMESTONE, continuous hammer, hard and slow drilling, light brown/tan flush, limestone chips.

E

F

170-173 ft: Drill time:

11:07-11:18 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

367.9 199.3

187.4' to 199.3': LIMESTONE, continuous hammer, hard and slow drilling, light brown/tan flush, limestone chips. (continued)

Bottom of hole at 199.3 feet.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,794.9 E 1,423,032.8

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 UXP2036

P oc ke t

P en

(T

S F

Boring Designation UXP2036

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

554.7

551.9

541.1

0.5

3.5

15.0

3.5

>4.5

0' to 0.5':

0.5' to 3.5': POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM), gray, moist, dense, Roadbase, Reacts strongly with HCL.

3.5' to 15': LEAN CLAY WITH SAND (CL), yellowish brown to grayish brown, moist, very stiff, Embankment Fill, medium plasticity, Gravelly in thin layers, no reaction with HCL.

15' to 44': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, medium plasticity, Mottled with light gray and brownish red clay. Trace of medium gravel, no reaction with HCL.

0- ft: 10:14 hrs

1- ft: OB0 drilled on 08/03/2016 from 0 to 170 ft

5- ft: 10:20 hrs

15- ft: 10:28 hrs

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

165.0

5.0

209.4

N 2,109,799.4 E 1,423,036.7

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

N40E

UXP2042

11/1/16

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

N/A

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

8/3/16

VERTICAL

Chris Barden, K. Morris

600T Truck, Cubex

RJB, Rizzo , VP

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

513.9 44.0

>4.5

>4.5

15' to 44': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, medium plasticity, Mottled with light gray and brownish red clay. Trace of medium gravel, no reaction with HCL. (continued)

25- ft: 10:35 hrs

35- ft: 10:42 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 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

496.9 62.0

>4.5

44' to 62': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, very stiff to hard, Embankment Fill, medium plasticity, Mottled with light gray and brownish red clay. Trace of medium sand, no reaction with HCL. (continued)

62' to 85': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard, Embankment Fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL.

45- ft: 10:51 hrs

55- ft: 11:02 hrs

65- ft: 11:15 hrs

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 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

9.0

475.3 85.0

>4.5

>4.5

3.5

62' to 85': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard, Embankment Fill, medium plasticity, Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay, no reaction with HCL. (continued)

85' to 135': LEAN CLAY (CL), dark yellowish brown to brownish gray, moist, very stiff, Embankment Fill, medium plasticity, Mottled with med gray and light reddish brown clay, no reaction with HCL.

75- ft: 11:27 hrs

85- ft: 11:40 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 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

7.0

6.0

3.5

2.5

1.75

85' to 135': LEAN CLAY (CL), dark yellowish brown to brownish gray, moist, very stiff, Embankment Fill, medium plasticity, Mottled with med gray and light reddish brown clay, no reaction with HCL. (continued)

105- ft: 12:00 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 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

428.3 135.0

3.5

85' to 135': LEAN CLAY (CL), dark yellowish brown to brownish gray, moist, very stiff, Embankment Fill, medium plasticity, Mottled with med gray and light reddish brown clay, no reaction with HCL. (continued)

135' to 147': LEAN CLAY (CL), dark yellowish brown to light brownish gray, moist, very stiff, Embankment Fill, medium plasticity, Mottled with med gray and light reddish brown clay. Some material is cohesive overburden used as embankment fill, no reaction with

HCL.

125- ft: 13:06 hrs

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 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

0.0

1.0

417.1

413.3

406.7

403.0

400.2

147.0

151.0

158.0

162.0

165.0

3.5

0.75

135' to 147': LEAN CLAY (CL), dark yellowish brown to light brownish gray, moist, very stiff, Embankment Fill, medium plasticity, Mottled with med gray and light reddish brown clay. Some material is cohesive overburden used as embankment fill, no reaction with HCL. (continued)

147' to 151': POORLY GRADED SAND (SP), grayish brown to brownish gray, moist, loose, Granular Overburden, No reaction with HCL.

151' to 158': SILTY SAND (SM), brownish gray grayish brown, moist, medium dense, Granular Overburden.

158' to 162': POORLY GRADED SAND WITH CLAY AND GRAVEL (SP-SC), brownish gray grayish brown, moist, dense, Granular Overburden.

162' to 165': CLAYEY GRAVEL WITH SAND (GC), brownish gray to dark grayish brown, moist, very dense, Cohesive Overburden, No reaction with HCL.

145- ft: 13:35 hrs

165- ft: 14:05 hrs 165.1- ft: TOR at 165 ft;

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

395.5

381.4

170.0

185.0

165' to 170': SHALE, moderately weathered to slightly weathered, dark greenish gray, soft to hard, dry, [Elwren] Reacts weakly with HCL. (continued)

170' to 185': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, light gray to brownish gray flush, limestone cuttings, reacts strongly with HCL.

185' to 198.4': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, grayish tan to pale tan flush, limestone cuttings, reacts strongly with HCL.

drilled 5 ft into rock

167- ft: 14:49 hrs

170- ft: 10:35 hrs RD1 from 170 ft to 185 ft on 10/17/16

180- ft: 10:47 hrs

185- ft: 12:45 hrs RD2 from

184.4 ft to 209.4 ft on 10/22/16

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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

M

IS

C E

LL

A

N E

O U

S B

O R

IN

G

S

S E

T N

O . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

368.8

358.4

198.4

209.4

185' to 198.4': LIMESTONE, [Reelsville] Hard and slow drilling, continuous hammer, grayish tan to pale tan flush, limestone cuttings, reacts strongly with HCL.

(continued)

198.4' to 209.4': SANDSTONE, [Sample] Some shale interbeds, moderately hard and slow drilling, continuous hammer, grayish brown to gray flush, sandstone and shale cuttings, oily flush.

Bottom of hole at 209.4 feet.

200- ft: 12:56 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.2

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,799.4 E 1,423,036.7

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 UXP2042

P oc ke t

P en

(T

S F

Boring Designation UXP2042

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 . 1

G

P J

U S

A C

E -L

R L.

G D

T

0/

6/

554.7

551.8

541.0

0.5

3.5

15.0

4.5

0' to 0.5': ASPHALT (A).

0.5' to 3.5': POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM), gray, moist, dense, Asphalt/Roadbase, Strong HCl reaction.

3.5' to 15': LEAN CLAY WITH SAND (CL), yellowish brown to grayish brown, moist, hard, Embankment Fill, No HCl reaction. Gravelly in thin layers.

15' to 55': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, No HCl reaction. Mottled with light gray clay and brownish red high plasticity clay. Trace of medium gravel and very thin layers of sand; also some cohesive overburden used as fill.

0-5 ft: Time: 09:17 hrs OB0 drilled on 12/06/2016 from 0 to 170 ft

5- ft: Time: 09:26 hrs

15- ft: Time: 09:38 hrs

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

555.1

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

165.0

44.2

209.2

N 2,109,804.1 E 1,423,037.4

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXS2046

2/2/17

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

12/6/16

VERTICAL

Barden, Chris, D. Bennett

600C Track, Cubex

Rolando Benitez , Doug Raszewski

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

9.5

3.5

4.5

4.5

15' to 55': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, No HCl reaction. Mottled with light gray clay and brownish red high plasticity clay. Trace of medium gravel and very thin layers of sand; also some cohesive overburden used as fill. (continued)

25- ft: Time: 09:44 hrs

35- ft: Time: 09:50 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

503.4

494.0

55.0

65.0

4.5

4.5

15' to 55': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard to very stiff, Embankment Fill, No HCl reaction. Mottled with light gray clay and brownish red high plasticity clay. Trace of medium gravel and very thin layers of sand; also some cohesive overburden used as fill. (continued)

45-48 ft: Gravelly.

55' to 65': LEAN CLAY (CL), dark yellowish brown to light yellowish brown, moist, hard, Embankment Fill, No HCl reaction. Mottled with light gray and brownish red clay. Trace of medium sand and fine gravel.

65' to 105': LEAN CLAY (CL), dark yellowish brown to dark brownish gray, moist, hard to very stiff, Embankment Fill, no HCl reaction. Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay. Abundant cohesive overburden used as fill.

45- ft: Time: 10:06 hrs

55- ft: Time: 10:18 hrs

65- ft: Time: 10:29 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

9.5

4.5

4.5

4.5

65' to 105': LEAN CLAY (CL), dark yellowish brown to dark brownish gray, moist, hard to very stiff, Embankment Fill, no HCl reaction. Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay. Abundant cohesive overburden used as fill. (continued)

75- ft: Time: 10:41 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

4.5

456.5 105.0

3.5

4.5

65' to 105': LEAN CLAY (CL), dark yellowish brown to dark brownish gray, moist, hard to very stiff, Embankment Fill, no HCl reaction. Trace of disperse organics and medium gravel. Mottled with light gray and light reddish brown clay. Abundant cohesive overburden used as fill. (continued)

105' to 126': LEAN CLAY (CL), dark yellowish brown to dark brownish gray, moist, hard to very stiff, Embankment Fill, No Hcl reaction. Mottled with med gray and light reddish brown clay. Some cohesive overburden used as fill.

95- ft: Time: 10:58 hrs

115- ft: Time: 11:21 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

8.5

6.0

0.0

0.50

2.5

436.7

433.9

126.0

129.0

3.5

1.5

1.0

105' to 126': LEAN CLAY (CL), dark yellowish brown to dark brownish gray, moist, hard to very stiff, Embankment Fill, No Hcl reaction. Mottled with med gray and light reddish brown clay. Some cohesive overburden used as fill. (continued)

126' to 129': POORLY GRADED SAND WITH CLAY (SP-SC), grayish brown to brownish gray, moist, medium dense, Granular Overburden, No HCl reaction. Some wooden fragments.

129' to 158': POORLY GRADED SAND (SP), light grayish brown to light brownish gray, moist, loose to very loose, Granular Overburden, no HCl reaction.

Locally clayey. Disperse organics and locally peatty.

135- ft: Time: 11:47 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

0.0

406.6

404.8

400.1

158.0

160.0

165.0

129' to 158': POORLY GRADED SAND (SP), light grayish brown to light brownish gray, moist, loose to very loose, Granular Overburden, no HCl reaction.

Locally clayey. Disperse organics and locally peatty.

(continued)

158' to 160': POORLY GRADED SAND WITH CLAY AND GRAVEL (SP-SC), brownish gray to grayish brown, moist, dense, Granular Overburden.

160' to 165': CLAYEY GRAVEL WITH SAND (GC), brownish gray to dark grayish brown, moist, very dense, Cohesive Overburden, No HCl reaction.

155- ft: Time: 12:24 hrs

165- ft: Time: 12;47 hrs TOR at 165 ft; drilled 5 ft

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

395.4

381.3

170.0

185.0

165' to 170': SHALE, moderately weathered to slightly weathered, dark greenish gray, soft to hard, 15° bedding angle, dry, [Elwren] weak reaction to HCl, Dolomitic Shale. (continued)

170' to 185': LIMESTONE, [Reelsville] strong reaction to HCl, Hard drilling, continuous hammer, pale tan flush, limestone cuttings.

185' to 201': LIMESTONE, [Reelsville] strong reaction to HCl, Hard drilling, continuous hammer, pale tan flush, limestone cuttings.

into rock

170- ft: Time: 13:03 hrs.

drill RD1 from 170.0 to

185.0 on 12/15/16

179- ft: Time: 13:17 hrs

181- ft: Time: 13:21 hrs.

had to pause drilling to change pump filters.

185- ft: Time: 09:31 hrs.

171.1-185 ft, Drilled through downstaged grout

RD2 drilled from 171.1 ft to

209.2 ft on 2/2/2017.

189- ft: Time: 09:38 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

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

366.2

358.5

201.0

209.2

185' to 201': LIMESTONE, [Reelsville] strong reaction to HCl, Hard drilling, continuous hammer, pale tan flush, limestone cuttings. (continued)

190.5-193 ft: Intermittent hammer..

201' to 209.2': SANDSTONE, [Sample] hydrocarbon odor, Hard and moderately fast drilling, continuous hammer, tan flush, sandstone and some shale cuttings, oily flush.

201-204 ft: Hammer less continous. Dark gray flush.

Shale. Top of Sample SS.

Bottom of hole at 209.2 feet.

200- ft: Time: 09:46 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.1

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,804.1 E 1,423,037.4

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 UXS2046

P oc ke t

P en

(T

S F

Boring Designation UXS2046

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

554.7

551.9

539.2

0.5

3.5

17.0

3.0

0' to 0.5': ASPHALT (A).

0.5' to 3.5': POORLY GRADED GRAVEL WITH CLAY AND SAND (GP-GC), light gray to dark gray, moist, very dense to dense, Asphalt/Roadbase.

3.5' to 17': LEAN CLAY WITH SAND AND GRAVEL (CL), dark yellowish brown to orangish brown, moist, very stiff, Embankment Fill.

17' to 43.7': LEAN CLAY WITH SAND AND GRAVEL (CL), dark reddish brown to light orangish brown, moist, hard to very stiff, Embankment Fill, very fine sandy 21-21.5 ft.

0- ft: Time: 10:49 hrs OB0 drilled from 0.0 to 115 on 01/05/17

5- ft: Time: 10:54 hrs

15- ft: Time: 11:17hrs

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

163.0

46.3

209.3

N 2,109,807.9 E 1,423,040.6

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UXT2051

2/8/17

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

1/5/17

VERTICAL

Barden, Chris, Kyle Morris

600C Track, Cubex

Daniel Bansah, , Daniel Bansah, Doug Raszewski

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 UXT2051

P oc ke t

P en

(T

S F

Boring Designation UXT2051

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

9.5

514.1 43.7

2.8

4.3

3.5

17' to 43.7': LEAN CLAY WITH SAND AND GRAVEL (CL), dark reddish brown to light orangish brown, moist, hard to very stiff, Embankment Fill, very fine sandy 21-21.5 ft. (continued)

25- ft: Time: 11:30 hrs

35- ft: Time: 12:36 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 2,109,807.9 E 1,423,040.6

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 UXT2051

P oc ke t

P en

(T

S F

Boring Designation UXT2051

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

504.4

496.9

494.1

54.0

62.0

65.0

4.5

4.5

43.7' to 54': LEAN CLAY (CL), light reddish brown slightly mottled with orangish brown, moist, hard, Embankment Fill, no HCl reaction, Mottled with light and dark gray. Trace of fine gravel and sand. Sandy zone 48-49. Little roots present. (continued)

54' to 62': LEAN CLAY (CL), light grayish brown to pale orangish brown, moist, hard to very stiff, Embankment Fill, no HCl reaction, Trace of fine gravel and sand..

62' to 65': LEAN CLAY WITH SAND (CL), dark brownish orange to orangish brown, moist, hard, Embankment Fill, no HCl reaction.

65' to 87': LEAN CLAY (CL), light grayish brown to light yellowish brown, moist, stiff to hard, Embankment Fill, no HCl reaction. Zone of soft to medium stiff, lower plasticity lean clay from 78-81 Trace of fine gravel and sand. Grout present at 66 ft.

Some cohesive overburden used as fill.

45- ft: Time: 14:40 hrs.

55- ft: Time: 14:49 hrs.

65- ft: Time: 14:57 hrs

Presences of grout

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 2,109,807.9 E 1,423,040.6

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 UXT2051

P oc ke t

P en

(T

S F

Boring Designation UXT2051

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

9.5

473.4 87.0

4.5

2.0

3.5

65' to 87': LEAN CLAY (CL), light grayish brown to light yellowish brown, moist, stiff to hard, Embankment Fill, no HCl reaction. Zone of soft to medium stiff, lower plasticity lean clay from 78-81 Trace of fine gravel and sand. Grout present at 66 ft.

Some cohesive overburden used as fill. (continued)

87' to 95': LEAN CLAY (CL), orangish brown to light grayish brown, moist, very stiff, Embankment Fill, no HCl reaction.

75- ft: Time: 15:08 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 2,109,807.9 E 1,423,040.6

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 UXT2051

P oc ke t

P en

(T

S F

Boring Designation UXT2051

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

465.9

451.8

447.1

95.0

110.0

115.0

2.0

4.5

87' to 95': LEAN CLAY (CL), orangish brown to light grayish brown, moist, very stiff, Embankment Fill, no HCl reaction. (continued)

95' to 110': LEAN CLAY (CL), light brown to light grayish brown, moist, soft to medium stiff, Embankment Fill, no HCl reaction. Minor cohesive overburden material used as fill.

110' to 115': LEAN CLAY WITH SAND (CL), light black to light grayish brown, moist, hard, Embankment Fill, no HCl reaction.

115' to 125': LEAN CLAY (CL), light brownish gray to light grayish brown, moist, medium stiff to stiff, Embankment Fill, no HCl reaction. Silty sand from

123.5 to 125 ft. Minor organic roots present.

95- ft: Time: 15:37 hrs

115- ft: OB1 drilled from 115 to 171 on 01/06/17

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 2,109,807.9 E 1,423,040.6

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 UXT2051

P oc ke t

P en

(T

S F

Boring Designation UXT2051

FIELD CLASSIFICATION OF MATERIALS

(Description)

Field Tests Rock Core

R un

N o.

R…