W912QR24R0048_FIO_Vol6_PH1B_VerificationBoringLog-0000.pdf

Solicitation For Rough River Dam Safety Modification Project Phase II - New Outlet Works and Cutoff Wall

P2: 145870

Design-Bid-Build

Phase IB Verification Boring Logs(3of3)

For Information Only

23 September 2024

W912QR24R0048

ARIMS: 1200

Disposition: Permanent

W912QR24R0048_FIO_Vol6_PH1B_VerificationBoringLog-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

(3 OF 3) - VERIFICATION BORINGS

ROUGH RIVER, FALLS OF ROUGH, KY

LOUISVILLE DISTRICT, LRD DIVISION

DRAFT

4.5

554.7

554.1

550.3

547.5

539.0

537.1

0.3

1.0

5.0

8.0

17.0

19.0

9.5

0' to 0.3': ASPHALT, dark gray, [Asphalt] 0.3' to 1': POORLY GRADED GRAVEL WITH SAND, light gray to dark gray, moist, very dense to dense consistency, [Gravel Roadbase] 1' to 5': LEAN CLAY WITH GRAVEL, light orangish brown to dark yellowish brown, moist, no HCl reaction, stiff to very stiff consistency, mottled with brown and light gray clay. [Embankment Fill]

5' to 8': LEAN CLAY WITH SAND GRAVEL, light orangish brown to brown, moist, medium stiff to soft consistency, Residual sandstone. Grout present in soil.

[Cohesive Overburden]

8' to 17': SILTY, CLAYEY GRAVEL WITH SAND, light orangish brown to grayish brown, moist, very dense to dense consistency, Residual sandstone and shale.

Grout present in places. Some lengths are solid rock and others are gravelly clay seams or highly weathered shale, not continuous rock. [Granular Overburden]

17' to 19': SANDSTONE, calcareous, hard to medium hard, highly weathered to slightly weathered, grayish brown to light brown, weak reaction to HCl.

[Hardensburg Formation]

17.5-18 ft: Clay Seam

0-5 ft: Drill time: 07:33-07:40 OB0 drilled from 0 ft. to 22 ft.

on 3/20/2017

5-15 ft: Drill time:

07:40-07:50

15-22 ft: Drill time:

07:50-07:55

17- ft: TOR at 17 ft; drilled 5

ft. into rock

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

555.0

ACT/Cascade, SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

17.0

155.1

172.1

N 2,109,002.0 E 1,422,336.0

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

DVP-980

4/10/17

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

3/20/17

VERTICAL

Barden, Chris, K. Morris, D. Bennett, LC600, LF90, 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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

534.3

532.3

529.8

520.0

22.0

24.2

26.8

37.2

19' to 22': LIMESTONE, clastic, hard to very hard, slightly weathered to unweathered, light gray with brownish gray, strong reaction to HCl, dry, some shaley layers. [Haney Formation] (continued)

22' to 24.15': 20.9-22 ft. GROUT, soft, gray, pieces of brown PVC pipes present.

22-24.15 ft. GROUT, soft, gray, old grout from previous construction.

24.15' to 26.8': LIMESTONE, crystalline, very hard to hard, slightly weathered to unweathered, light gray to dark gray, medium to thickly bedded, closely to very closely fractured, R.D. = 0° to 15°, strong HCl reaction.

[Haney Formation] 24.15-24.4 ft: Fracure zone, R.D. = 15.0°, filling: not healed, surface stain clay, very soft; surface: slightly smooth, planar, unweathered, very hard to hard.

24.5- ft: Bedding plane separation, R.D. = 50.0°, filling:

not healed; surface: unweathered, medium hard to hard;

Possible mechanical.

24.65-24.75 ft: Fracture zone, R.D. = 15.0°, filling: not healed, surface stain roch frags and clay, very soft;

surface: slightly smooth, planar.

25-25.2 ft: Fracture zone, R.D. = 15.0°, filling: not healed, filled clay, moderately weathered, very soft to soft; surface: slightly smooth, planar, moderately weathered, very soft to soft; surface: slightly smooth, planar, moderately weathered, hard.

25.4-25.5 ft: Fracture zone, R.D. = 15.0°, filling: not healed, clay, very soft; surface: slightly smooth, planar.

25.75-25.8 ft: Fracture zone, R.D. = 15.0°, filling: not healed, filled rock frags and clay, very soft; surface:

slightly smooth, planar.

26.2-26.5 ft: Incipient joint, R.D. = 45.0°, Multiple incipient joint within section.

26.7-26.8 ft: Fracture zone, R.D. = 15.0°, filling: not healed, partially filled clay, highly weathered, very soft;

surface: slightly smooth, planar, highly weathered, very hard to hard; Some of the clay had been washed.

26.8' to 37.2': LIMESTONE, crystalline, very hard, unweathered, light gray, very thickly to thickly bedded, closely to medium fractured, R.D. = 0° to 20°, strong HCL reaction [Haney Formation]

30.8- ft: Bedding plane separation, R.D. = 0.0°, surface:

smooth, planar; Possible mechanical.

30.95- ft: Bedding plane separation, R.D. = 15.0°, filling:

not healed, spotty clay, soft; surface: slightly smooth, planar, unweathered, medium hard to hard; Possible mechanical.

31.6-31.7 ft: Fracture zone, R.D. = 15.0°, filling: not healed, partially filled rock frags and clay, moderatley weathered, soft to hard; surface: slightly smooth, planar, moderately weathered, very hard to hard; Possible mechanical due to soft clay.

31.9- ft: Fracture zone, R.D. = 15.0°, filling: not healed, partially filled clay, very soft to soft; surface: slightly

22-27 ft: Drill time:

08:10-08:26 CD1 drilled from 20.9 ft. to

37.2 ft. on 3/29/2017 Drilled through 4.25 ft. of downstaged grout

27-37.2 ft: Drill time:

08:26-08:35

37.2-47 ft: Drill time:

08:18-08:29 CD2 drilled from 33.5 ft. to

117.2 ft. on 04/06/2017 Drilled through 3.7 ft. of downstaged grout

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

499.7 58.9 smooth, planar, very hard to hard; Possible mechanical due to soft clay layer.

32.1- ft: Bedding plane separation, R.D. = 10.0°, Stylolite

32.7- ft: Bedding plane separation, R.D. = 10.0°, Stylolite

33.3-33.6 ft: Fracture zone, R.D. = 30.0°, filling: not healed, partially filled rock fragments, highly weathered, very soft; surface: rough, planar, highly weathered, very hard to hard; Abundant fractures in this section interval.

34.1-34.3 ft: Bedding plane separation, R.D. = 10.0°, Multiple Stylolite in this length interval.

34.5- ft: Fracture zone, R.D. = 15.0°, filling: not healed, surface stain iron oxide; surface: slightly smooth, undulating, unweathered, very hard to hard.

36.45- ft: Mechanical break, R.D. = 0°, surface: smooth, planar, Possible mechanical.

37.2' to 58.9': LIMESTONE, crystalling, very hard, unweathered, light gray, very thickly to thickly bedded, closely to medium fractured, R.D. = 0° to 20°, strong HCl reaction. [Haney Formation] (continued)

44.95- ft: Fracture zone, R.D. = 0°, filling: not healed, shale, very hard to hard; surface: rough, planar, slightly weathered, very hard; Possible mechanical.

45.6- ft: Bedding plane separation, R.D. = 0°, filling: not healed; surface: slightly smooth, planar, unweathered, very hard to hard; Possible mechanical.

46.4- ft: Fracture zone, R.D. = 15.0°, filling: not healed, filled shale, medium hard to hard; surface: rough, planar, slightly weathered, very hard; Possible mechanical.

48.9- ft: Fracture zone, R.D. = 0°, filling: not healed, filled shale, medium hard to hard; surface: slightly smooth, planar, slightly weathered, very hard; Possible mechanical.

51- ft: Fracture zone, R.D. = 15.0°, filling: not healed, filled; surface: rough, planar, slightly weathered, very hard; Possible mechanical.

51.3- ft: Bedding plane separation, R.D. = 15.0°, filling:

not healed, filled shale, soft; surface: slightly smooth, planar, unweathered, medium hard to hard; Shale parting, Possible mechanical.

51.7- ft: Fracture zone, R.D. = 5.0°, filling: not healed, partially filled rock frags and shale, moderately weathered, soft to hard: surface: slightly smooth, planar, moderately weathered, very hard to hard; Possible mechanical due to shale parting.

52.9-53.1 ft: Fracture zone, R.D. = 20.0°, filling: not healed, partially filled rock fragments, slightly weathered, very hard; surface: slightly smooth, planar, slightly weathered to unweathered, very hard to hard; Abundant fractures in this section interval.

55.75-56.1 ft: Fracture zone, R.D. = 25.0°, filling: not healed, partially filled rock frags, moderately weathered, medium hard to soft; surface: slightly smooth, planar, moderately weathered, very hard to hard; Abundant

47-57 ft: Drill time:

08:29-08:38

57-67 ft: Drill time:

08:38-09:14

67-77 ft: Drill time:

09:14-09:33

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

483.8

481.1

477.5

75.8

78.6

82.5 fractures in this section, Possible mechanica

56.1- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Possible mechanical.

56.5- ft: Fracture zone, R.D. = 10.0°, filling: not healed, partially filled rock fragments, highly weathered, very soft; surface: smooth, planar, highly weathered, very hard to hard; Some fractures in this section interval.

Possible mechanical.

60- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Possible mechanical.

61.6- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Possible mechanical.

62.65- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

63.7- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

64.5- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

65.55- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

66.1- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

66.9- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

67.5- ft: Incipient joint, R.D. = 10.0°, Stylolite.

67.8- ft: Incipient joint, R.D. = 10.0°, Stylolite.

68.5- ft: Fracture zone, R.D. = 0.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

58.9' to 75.8': LIMESTONE, crystalling, very hard to hard, slightly weathered to unweathered, light gray to dark gray, medium to thickly bedded, closely to very closely fractured, R.D. = 0° to 15°, strong HCl reaction [Haney Formation] (continued)

69.5- ft: Fracture zone, R.D. = 5.0°, filling: not healed;

partially filled shale, moderately weathered, soft to hard;

surface: slightly smooth, planar, moderately weathered, very hard to hard; Possible mechanical due to shale parting.

70.6- ft: Fracture zone, R.D. = 5.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

70.9- ft: Fracture zone, R.D. = 5.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

77-87 ft: Drill time:

09:33-09:47

87-97 ft: Drill time:

09:47-10:00

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

444.9 117.2

71.4- ft: Incipient joint, R.D. = 10.0°, Stylolite.

72.5- ft: Fracture zone, R.D. = 15.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

73.2- ft: Fracture zone, R.D. = 5.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

74.3- ft: Fracture zone, R.D. = 5.0°, filling: not healed;

surface: rough, planar, slightly weathered, very hard;

Shale parting. Possible mechanical.

74.55-74.65 ft: Fracture zone, R.D. = 5.0°, filling: not healed; surface: rough, planar, slightly weathered, very hard; Shale parting. Possible mechanical.

74.7-75.2 ft: Fracture zone, R.D. = 85.0°, filling: not healed; surface: rough, planar.

75.8' to 78.6': SHALE, clayey, very soft to soft, slightly weathered, dark gray, laminated to massive bedded, very closely to closely fractured, R.D. = 10.0°, no reaction to HCl, moist, very broken in place. Likely mechanical due to softness. Mostly massive, few lamination. [Big Clifty Shale Formation]

75.85-81.5 ft: Fracture zone, R.D. = 10.0°, filling: not healed, rock fragments, slightly weathered to unweathered, medium hard to soft; surface: smooth, planar, slightly weathered to unweathered, medium hard to hard; Abundant fractures in this section interval alon 78.6' to 82.5': SANDSTONE, silty, medium hard to hard, unweathered to slightly weathered, fine sand to silt sized particles, light gray to gray, laminated to very thinly bedded, widely to closely fractured, R.D. = 10.0° to 20.0°, weak reaction to HCl, [Big Clifty Formation].

78.6- ft: Bedding plane separation, R.D. = 10.0°; Top of Shale contact with limestone

82-87.2 ft: Fracture zone, R.D. = 10.0°; filling: not healed, rock fragments, slightly weathered to unweathered, medium hard to soft; surface: smooth, planar, slightly weathered to unweathered, medium hard to hard; Abundant fractures in this section interval alon 82.5' to 117.2': SANDSTONE, hard, slightly weathered to unweathered, medium sand to fine sand sized particles, light brown with dark gray, medium to thinly bedded, medium to very widely fractured, R.D. = 0.0° to 25.0°, no reaction to HCl, Dark gray discontinuous laminations present. Many breaks mechanical. Clayey weathered shale 91.7-92.3 and 92.9-93.1 ft. Shale seams: 94.2, 95.7, 89.2, 89.6, 89.9, 99.7, 115.2-115.4 and 115.9-116 ft. Shale bed 110.2-110.4. (continued)

113.6-113.9 ft: Fracture zone, R.D. = 10.0°; filling; not healed, rock fragments and shale, slightly weathered to unweathered, medium hard to soft; surface: slightly weathered; Abundant fractures in this section interval.

Some loose materials.

114.1-114.15 ft: Wispy discontinuous shale stringers.

97-107 ft: Drill time:

10:00-10:38

107-117.2 ft: Drill time:

10:38-10:50

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

438.1 124.4

117.2' to 124.4': SANDSTONE, silty, medium, hard to hard, unweathered to slightly weathered, medium sand to silt sized particles, light brown to light orangish brown, laminated to medium bedded, widely to closely fractured, R.D. = 5.0° to 20.0°, weak reaction to HCl. [Big Clifty Formation]

118.1- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, very hard to hard; Possible mechanical.

118.35- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed, surface stain clay; surface: smooth, planar, unweathered, very hard to hard; Possible mechanical.

121.6- ft: Bedding plane separation, R.D. = 10.0°, filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, hard; Shale parting. Possible mechanical.

121.8- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed, surface stain clay; surface: smooth, undulating, unweathered, hard; Shale parting. Possible mechanical.

122.1- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, hard; Shale parting. Possible mechanical.

124.1- ft: Fracture zone, R.D. = 5.0°; filling: not healed, partially filled ss rubble and clay, slightly weathered, soft to hard; surface: slightly smooth, planar, slightly weathered, hard; Shale parting. Bottom of bed. Possible mechanical.

124.4' to 143.2': SANDSTONE, hard to soft, slightly weathered to unweathered, medium sand to fine sand sized particles, light gray with dark gray, medium to laminated bedded, medium to very widely fractured, R.D. = 0.0° to 25.0°, no reaction to HCl, dark gray shale lamination common. [Big Clifty Formation] 124.4-124.5 ft: Fracture zone, R.D. = 20.0°; filling: not healed, partially filled ss and shale rubble, slightly weathered, soft to hard; surface: slightly smooth, undulating, hard; Shale partings. Possible mechanical.

125.3- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, very hard to hard; shale parting. Possible mechanical.

126.2- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, very hard to hard; Shale parting. Possible mechanical.

126.4- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed, surface stain clay; surface: smooth, planar, unweathered, very hard to hard; Shale parting. Possible mechanical.

127.3-127.4 ft: Fracture zone, R.D. = 10.0°; filling: not healed, partially filled ss rubble, slightly weathered, hard;

surface: rough, undulating, slightly weathered, hard; Due to closely space Shale partings.

127.6-127.7 ft: Fracture zone, R.D. = 25.0°; filling: not healed, partially filled shale rubble, slightly weathered, hard; Due to closely space Shale partings.

129.3-130.8 ft: Abundant shale laminations and thin

117.2-127 ft: Drill time:

10:33-10:49 CD3 drilled from 117.2 ft. to

172.1 ft. on 4/10/2017

127-137 ft: Drill time:

10:49-11:53

134- ft: bottom of R-10 mechanically broken along shale beds assumed core loss from bottom of run

137-147 ft: Drill time:

11:53-13:10

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

420.4

414.0

403.3

143.2

150.1

161.4 beds

131.3-131.5 ft: Soft shale bed

131.7-131.9 ft: Many breaks mechanical.

134.6- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed; surface: slightly smooth, undulating, unweathered, very hard to hard; Shale parting. Possible mechanical.

135.8- ft: Beddin plane separation, R.D. = 10.0°; filling:

not healed; surface: smooth, undulating, unweathered, very hard to hard; Shale parting. Possible mechanical.

136.1- ft: Bedding plane separation, R.D. = 15.0°; filling:

not healed; surface: smooth, undulating, unweathered, hard; Shale parting. Possible mechanical.

136.6- ft: Bedding plane separation, R.D. = 10.0°, filling;

not healed; surface: smooth, planar, unweathered, unweathered, hard; Shale parting. Possible mechanical.

137- ft: Bedding plane separation, R.D. = 20.0°, filling:

not healed; surface: smooth, undulating, unweathered, hard; Shale parting. Possible mechanical.

139.3- ft: Bedding plane separation, R.D. = 15.0°; filling:

not healed; surface: smooth, planar, unweathered, hard;

Shale parting. Possible mechanical

139.7- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed; surface: smooth, undulating, unweathered, hard; Shale parting. Possible mechancial.

140.5- ft: Bedding plane separation, R.D. = 0.0°; filling:

not healed; surface: very rough, planar, unweathered, hard; Shale parting. Possible mechanical.

140.7- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed; surface: very rough, planar, unweathered, hard; Shale parting. Possible mechanical.

142.5-142.6 ft: Bedding plane separation, R.D. = 30.0°;

filling: not healed; surface: very rough, undulating, unweathered, hard; Shale parting. Possible mechanical.

143-143.15 ft: Bedding plane separation, R.D. = 40.0°;

filling: not healed; surface: smooth, planar, unweathered, hard; parting along thin shale bed.

Possible mechanical.

143.2' to 150.1': SHALE, soft to medium hard, slightly weathered, dark gray with light gray, laminated to very thinly bedded, very closely to closely fractured, R.D. = 0.0° to 20.0°, weak reaction to HCl, moist, Interbedded very thin SS beds in upper 1.6 ft. [Big Clifty Shale Formation]

145- ft: Calcareous

149.4-149.6 ft: Limestone bed 150.1' to 161.4': LIMESTONE, fossiliferous, very hard to hard, unweathered to slightly weathered, light gray with dark gray, massive to thinly bedded, widely to medium fractured, R.D. = 0.0° to 15.0°, strong reaction to HCl, Many breaks along shale laminations. Probably mostly mechanical. [Beech Creek Formation]

152.4- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: rough, planar, slightly weathered, 147-157 ft: Drill time:

13:10-13:30

157-167 ft: Drill time:

13:30-13:52

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

394.0

393.3

171.3

172.1 very hard to hard; Shale parting. Possibly mechanical.

154.1- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: rought, planar, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

155- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed; surface: rough, undulating, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

157.5- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed; surface: slightly smooth, planar, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

158.4- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: rough, planar, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

158.6- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed; surface: rough, planar, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

159.5- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed, partially filled shale rubble, slightly weathered to unweathered, soft to medium hard; surface: slightly smooth, undulating, Shale parting, possibly mechanical.

160.6-160.8 ft: Fracture zone, R.D. = 0.0°; filling: not healed, partially filled shale rubble, slightly weathered, soft to medium hard; surface: slightly smooth, planar, slightly weathered; Possible mechanical.

164.8- ft: Bedding plane separation, R.D. = 20.0°; filling:

not healed; surface: smooth, planar, slightly weathered, soft to medium hard; Possiby mechanical.

165.2-165.3 ft: Joint, R.D. = 45.0°; surface: slightly smooth, planar, unweathered, soft to medium hard.

165.6- ft: Bedding plane separation, R.D. = 10.0°; filling:

not healed; surface: smooth, planar, sligthly weathered, soft to medium hard; Possibly mechanical.

161.4' to 171.3': SHALE, clayey, very soft to medium hard, slightly weathered to unweathered, dark greenish gray to dark reddish brown, laminated to thinly bedded, closely to medium fractured, R.D. = 0.0° to 20.0°, Abundant mechanical breaks. Calcareous laminations present. [Elwren Formation] (continued)

168- ft: Bedding plane separation, R.D. = 5.0°; filling: not healed; surface: slightly smooth, undulating, slightly weathered, soft to medium hard; Shale parting. Possibly mechanical.

168.2- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: slightly smooth, undulating, slightly weathered, soft to medium hard; Shale parting. Possibly mechanical.

168.4- ft: Bedding plane separation, R.D. = 15.0°; filling:

not healed; surface: slightly smooth, undulating, slightly weathered, soft to medium hard; Shale parting. Possibly mechanical.

168.9- ft: Bedding plane separation, R.D. = 15.0°; filling:

not healed; surface: slightly smooth, undulating, slightly weathered, soft to medium hard; Shale parting. Possibly mechanical.

167-172.1 ft: Drill time:

13:52-14:00

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

8SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

170.2- ft: Bedding plane separation, R.D. = 15.0°; filling:

not healed; surface: slightly smooth, undulating, slightly weathered, soft to medium hard; Shale parting. Possibly mechanical.

170.7-170.8 ft: Fracture Zone, R.D. = 0.0°; filling: not healed, partially filled shale rubble, slightly weathered, soft to medium hard; surface: slightly smooth, planar;

Possibly mechanical.

171.3' to 172.1': LIMESTONE, very hard, unweathered to slightly weathered, light gray, thinly bedded, R.D. = 5.0° to 10.0°, strong reaction to HCl, [Reelsville Formation]

171.7- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: rough, planar, slightly weathered, very hard to hard; Shale parting. Possibly mechanical.

Bottom of hole at 172.1 feet.

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

9SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,002.0 E 1,422,336.0

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 DVP-980

P oc ke t

P en

(T

S F

Boring Designation DVP-980

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

1/

/2

8.0

9.5

9.5

554.7

553.6

548.4

536.2

0.3

1.5

7.0

20.0

2.5

3.0

4.5

0' to 0.3': ASPHALT, dark gray , [Asphalt] 0.3' to 1.5': POORLY GRADED GRAVEL WITH SAND, light gray dark gray, moist, very dense to dense consistency, [Gravel Roadbase] 1.5' to 7': LEAN CLAY WITH SAND AND GRAVEL, dark yellowish brown to light orangeish brown, moist, stiff to hard consistency, Mottled with light gray.

Some zones of mostly clay. [Embankment Fill]

7' to 20': LEAN CLAY, light brown to light orangeish brown, moist, no HCl reaction, stiff to very stiff consistency, Trace gravel. Trace sand. [Embankment Fill]

0- ft: 14:00 hrs. OB0 drilled from 0.0 ft to 30.0 ft on 3/19/2017.

4- ft: 14:07 hrs

14- ft: 14:14 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

555.0

ACT/Cascade, SHEET

KY South State Plane

Investigative Grout Holes

14. ELEVATION GROUND WATER

OF

COMPLETED

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

26.0

191.2

217.2

N 2,109,052.9 E 1,422,391.0

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

S40W

UVP-1055

4/19/17

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

87%

2. HOLE NUMBER

INSTALLATION

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

3/19/17

VERTICAL

Barden, Chris, K. Morris, D. Bennett, LC600, LF90, Doug Raszewski, Daniel Bansah , Rough River Phase 1B Exploratory Drilling and Grouting Program

T V

S he ar (T

S F

SHEET 1 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

533.4

530.6

527.3

526.8

23.0

26.0

29.5

30.0

20' to 23': LEAN CLAY with sand and gravel, dark reddish brown to dark brown, moist, stiff to hard consistency, Mottled with light gray, yellow. Grout present 20.0-21.5 ft. [Embankment Fill]

23' to 26': SANDY LEAN CLAY WITH GRAVEL, light orangeish brown to light brown, moist, strong HCl reaction, soft to medium stiff consistency, Residual sandstone. [Cohesive Overburden]

26' to 29.5': SANDSTONE, hard to medium hard, slightly weathered weathered to unweathered weathered, light brown and dark gray, dry, Sandstone predominant ~26-28 ft, grout predominant ~28-30 ft.

Solid grout ~28.0-28.5 ft. Mechanical destruction of rock makes exact depth determinations difficult., [Hardensburg formation]

29.3-30 ft: GROUT, soft, gray , Pieces of broken PVC pipes present 29.5' to 30': GROUT, very hard to hard, unweathered weathered, dark gray , massive, closely fractured, weak reaction to HCl, moist, Very broken in places. Mostly massive, few laminations. Grout from previous construction 30' to 46.3': ft LIMESTONE, crystalline, very hard, unweathered weathered to slightly weathered weathered, light gray , medium to thickly bedded, very widely to widely fractured, strong reaction to HCl, [Haney formation] 40.05- ft Bedding plane separation, R.D. = 25.0°;

filling: moderately healed; Stylolite.

45.5-46.25 ft. Karst feature (per OATV)

31.8-32.4 ft: Fracture zone, R.D. = 45.0°, very closely spaced; surface: slightly smooth, planar, unweathered weathered, very hard to hard; Infill material washed-out.

32-33 ft: WASHED OUT KARST FEATURE

(WELCAD)

32.4-46.2 ft: GROUT, soft, gray , Pieces of broken PVC pipes present

33.25- ft: Bedding plane separation, R.D. = 25.0°;

filling: moderately healed; Stylolite.

33.6- ft: Bedding plane separation, R.D. = 0.0°; filling:

not healed; surface: very rough, undulating, unweathered weathered, very hard to hard.

33.8- ft: Fracture zone, R.D. = 15.0°; filling: not healed, filled clay, moderately weathered weathered, soft; surface: rough, undulating, moderately weathered weathered, very hard to hard.

34.5- ft: Fracture zone, R.D. = 15.0°; filling: not healed, filled clay with broken pieces of weathered limestone, moderately weathered weathered, hard;

A

B

24- ft: 14:19 hrs

26- ft: TOR @ 26.0. Drilled 4 ft into rock.

29.5- ft: Bottom of PVC casing.

CD1 drilled from 28.7 ft. to

46.2 ft. on 3/28/2017 29.3-30 ft. GROUT, soft, gray, pieces of broken PVC pipes present

33- ft: 32.4-46.2 ft.

GROUT, soft, gray, pieces of broken PVC pipes present.

32.4-37.2 ft. No grout recovery 09:03 hrs. CD2 drilled from

32.4 to 64.0 ft on 04/03/2017.

34- ft: 09:21 hrs

37- ft: 14:56 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

2SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 2 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

511.5

510.6 510.5

494.9

46.3

47.2 47.4

64.0 surface: slightly smooth, planar, moderately weathered weathered to moderately weathered weathered, har

35.6- ft: Mechanical break; surface: very rough, undulating, hard; Possible mechanical break.

36- ft: Mechanical break; surface: very rough, undulating, hard; Possible mechanical break.

36.4- ft: Bedding plane separation, R.D. = 15.0°;

filling: not healed, surface

38.3- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed, surface stain clay and iron oxide; surface:

slightly smooth, planar, very hard to hard.

39.8-40 ft: Fracture zone, R.D. = 15.0°, closely spaced; surface: rough, undulating, unweathered weathered, very hard to hard; Infill material washed-out.

40.05- ft: Bedding plane separation, R.D. = 25.0°;

filling: moderately healed; Stylolite.

40.8- ft: fracture zone, R.D. = 20.0°; filling: not healed, filled clay with broken pieces of weathered limestone, moderately weathered weathered, hard;

surface: rough, undulating, moderately weathered weathered to moderately weathered weathered, hard to m

41.25- ft: Bedding plane separation, R.D. = 0.0°;

filling: not healed; surface: slightly smooth, planar, unweathered weathered, very hard to hard.

41.3- ft: Bedding plane separation, R.D. = 5.0°; filling:

iron oxide; surface: smooth, planar, very hard to hard.

42- ft: Random fracture; surface: very rough, undulating.

42.1- ft: Bedding plane separation, R.D. = 15.0°;

filling: moderately healed; Stylolite.

42.3- ft: Bedding plane separation, R.D. = 0.0°; filling:

not healed; surface: smooth, planar; Possible mechanical.

43.2- ft: Fracture zone, R.D. = 90.0°, very closely spaced; surface: slightly smooth, planar, unweathered weathered, very hard to hard; Infill material washed-out. Grout present.

44.6-45.1 ft: Fracture zone, R.D. = 70.0°, very closely spaced; surface: slightly smooth, planar, unweathered weathered, very hard to hard; Infill material washed-out. Grout present.

45.1-45.3 ft: Fracture zone, R.D. = 45.0°, very closely spaced; surface: slightly smooth, planar, unweathered weathered, very hard to hard; Possible mechanical break.

45.5- ft: Fracture zone, R.D. = 10.0°; filling: not healed, filled clay, moderately weathered weathered, soft; surface: rough, undulating, moderately weathered weathered, very hard to hard.

45.7- ft: Fracture zone, R.D. = 10.0°; filling: not

44- ft: 09:36 hrs 12:58 hrs. CD3 drilled from 46 to 80.3 ft on 04/05/2017

46- ft: 08:08 hrs. CD4 drilled from 47.2 ft to 96.2 ft on 4/13/2017.

46-64 ft. GROUT, soft, gray, pieces of broken PVC pipes present 47.2- ft: 47.2-80.3 ft.

GROUT, soft, gray

54- ft: 09:49 hrs

55- ft: 13:16 hrs

57- ft: 08:20 hrs

64- ft: CD4 drilled from

64.0 to 217.2 ft on 4/19/2017.

65- ft: 13:31 hrs

66- ft: 08:50 hrs

67- ft: 07:59 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

3SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 3 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

483.4

479.5

76.2

80.3 healed, filled clay, moderately weathered weathered, soft; surface: rough, undulating, moderately weathered weathered, very hard to hard.

46.3' to 47.2': NO CORE RECOVERED, No core recovered. Possible wash out weathered limestone clay steam 47.2' to 47.4': GROUT, very hard to hard, unweathered weathered, dark gray , massive, closely fractured, weak reaction to HCl, moist, Fragments. Grout from previous construction.

47.4' to 64': ft LIMESTONE, crystalline, very hard, unweathered weathered to slightly weathered weathered, light gray , medium to thickly bedded, very widely to widely fractured, strong reaction to HCl, [Haney formation]

48.2-49.1 ft: Fracture zone, R.D. = 70.0°; filling: not healed, filled rock fragment 48.6~48.7, hard; surface:

rough, undulating, unweathered weathered.

49.2- ft: Fracture zone, R.D. = 15.0°; filling: not healed, filled rock fragment, soft; surface: hard;

Possible mechanical.

49.8- ft: Fracture zone, R.D. = 15.0°, closely spaced;

surface: rough, undulating, unweathered weathered, very hard to hard; Possible mechanical.

50.05- ft: Bedding plane separation, R.D. = 5.0°;

filling: not healed; surface: hard; Possible mechanical.

50.45- ft: Bedding plane separation, R.D. = 5.0°;

filling: not healed; surface: slightly smooth, planar, unweathered weathered, very hard to hard; Possible mechanical.

51.7- ft: Fracture zone, R.D. = 15.0°; filling: filled clay, soft; surface: hard. 52.6- ft Fracture zone, R.D. = 15.0°, closely spaced; filling: rock fragments;surface:

rough, undulating; Some loose materials.

53- ft: Bedding plane separation, R.D. = 15.0°; filling:

moderately healed; Stylolite.

53.5- ft: Bedding plane separation, R.D. = 15.0°;

filling: moderately healed; Stylolite.

54.6- ft: Mechanical break; surface: very rough, undulating, hard.

55.15-55.2 ft: Fracture zone, R.D. = 15.0°, closely spaced; filling: rock frag; Some fractures and loose material. Possible mechanical.

56.9-57.5 ft: Mechanical break; surface: hard;

Possible mechanical break.

60.55- ft: Bedding plane separation, R.D. = 0.0°;

surface: smooth, planar, very hard; Possible mechanical.

61.5- ft: Bedding plane separation, R.D. = 0.0°;

surface: smooth, planar, very hard; Possible mechanical.

62- ft: ncipient joint, R.D. = 5.0°; Stylolite. 62.7- ft Incipient joint, R.D. = 5.0°; Stylolite. 62.8- ft Incipient joint, R.D. = 5.0°; Stylolite.

75- ft: 14:02 hrs

76- ft: 09:07 hrs

77- ft: 08:11hrs

86- ft: 09:37 hrs

87- ft: 08:24 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

4SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 4 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

464.6 96.2

63.5- ft: Fracture zone, R.D. = 15.0°; filling: partially filled clay; surface: very rough, undulating, very hard;

Possible mechanical.

67.7- ft: Fracture zone, R.D. = 25.0°; surface: rough, undulating, unweathered weathered, very hard to hard; Possible mechanical.

68.3- ft: Incipient joint, R.D. = 25.0°; Stylolite.

64' to 76.2': LIMESTONE, crystalline, medium hard to hard, slightly weathered weathered to unweathered weathered, light gray , medium to thickly bedded, strong reaction to HCl, Lost recovery 64~65.1, [Haney formation] (continued)

68.85- ft: Fracture zone, R.D. = 25.0°; surface: rough, undulating, unweathered weathered, very hard to hard; Possible mechanical.

69.2-69.3 ft: Fracture zone, R.D. = 25.0°; surface:

rough, undulating, unweathered weathered, very hard to hard; Possible mechanical.

70.1-70.2 ft: Fracture zone, R.D. = 25.0°; surface:

rough, undulating, unweathered weathered, very hard to hard; Possible mechanical

70.65- ft: Fracture zone, R.D. = 25.0°; surface: rough, undulating, unweathered weathered, very hard to hard; Possible mechanical.

71.3- ft: Fracture zone, R.D. = 15.0°; filling: partially filled rock frag; surface: very rough, undulating, very hard; Possible mechanical.

71.65- ft: Fracture zone, R.D. = 15.0°; filling: partially filled rock frag; surface: very rough, undulating, very hard; Possible mechanical.

72.5- ft: Fracture zone, R.D. = 15.0°; filling: filled rock frag; surface: very rough, undulating, very hard;

Possible mechanical.

73- ft: Fracture zone, R.D. = 15.0°; filling: partially filled rock frag; surface: very rough, undulating, very hard; Possible mechanical.

73.3- ft: Fracture zone, R.D. = 15.0°; filling: partially filled rock frag and shale; surface: very rough, undulating, very hard; Shale parting .Possible mechanical.

73.75- ft: Fracture zone, R.D. = 25.0°; surface: hard;

Shale parting. Possible mechanical.

74.2- ft: Fracture zone, R.D. = 15.0°, closely spaced;

Shale parting. Possible mechanical.

74.6- ft: Fracture zone, R.D. = 15.0°; filling: filled shale, soft to medium hard. 74.9-75 ft Fracture zone, R.D. = 35.0°; filling: filled shale, soft to medium hard.

75.3- ft: Fracture zone, R.D. = 35.0°; filling: filled shale, soft to medium hard.

76.2' to 80.3': SHALE, clayey, very soft to soft, slightly weathered weathered, dark gray , laminated to massive bedded, very closely to closely fractured, R.D. = 10°, no reaction to HCl, moist, Very broken in places due to core retrieval from seelves. Mostly massive, few laminations., [Big Clifty Shale

97- ft: 08:34 hrs

107- ft: 08:54 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

5SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 5 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

439.0

433.3

423.3

123.4

129.5

140.1 formation] 76.2- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed; surface: hard; Top of shale contact with limestone. Possible mechanical.

76.6- ft: Fracture zone, R.D. = 15.0°; filling: filled, soft to medium hard; surface: slightly weathered weathered, medium hard; Possible mechanical.

76.9- ft: Bedding plane separation, R.D. = 35.0°;

filling: not healed; surface: slightly weathered weathered, medium hard to hard; Possible mechanical.

78.5- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed; surface: slightly weathered weathered, medium hard to hard; Possible mechanical.

79.2- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed; surface: slightly weathered weathered, medium hard to hard; Possible mechanical.

79.25-79.6 ft: Fracture zone, R.D. = 15.0°; filling:

filled rock frag and weathered shale; surface: very hard; Abundant fractures. Some loose material.

Possible mechanical.

86.3- ft: Bedding plane separation, R.D. = 20.0°;

filling: not healed; surface: slightly smooth, planar, unweathered weathered, hard; Shale parting.

Possibly mechanical..

86.4- ft: Bedding plane separation, R.D. = 20.0°;

filling: not healed; surface: slightly smooth, planar, unweathered weathered, hard; Shale parting.Possibly mechanical..

86.9- ft: Bedding plane separation, R.D. = 20.0°;

filling: not healed; surface: smooth, planar, unweathered weathered, hard; Shale parting.

Possibly mechanical..

87.3- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed; surface: rough, undulating, unweathered weathered, hard; Shale parting.

Possibly mechanical..

87.4- ft: Bedding plane separation, R.D. = 10.0°;

filling: not healed; surface: rough, undulating, unweathered weathered, hard; Shale parting.

Possibly mechanical..

87.6-87.7 ft: Fracture zone, R.D. = 15.0°; filling: not healed, partially filled ss rubble, unweathered weathered to slightly weathered weathered, hard to medium hard; surface: rough, planar, unweathered weathered to slightly weathered weathered, very hard

89.8- ft: Bedding plane separation, R.D. = 20.0°;

filling: not healed; surface: smooth, planar, unweathered weathered, hard; Shale parting.

Possible zone of core loss..

90.5-92 ft: Multiplke SHALE seams (per OATV) 80.3' to 96.2': SANDSTONE, hard, slightly weathered weathered to unweathered weathered, medium sand to fine sand sized particles, light gray to light orangeish brown, medium to laminated

117- ft: 09:16 hrs

127- ft: 09:30 hrs

137- ft: 09:52 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

6SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 6 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

414.7

403.3

149.3

161.4 bedded, closely to very widely fractured, R.D. = 0° to 20°, no reaction to HCl, Some shale interbeds 80.3-83.0. Dark gray discontinous laminations present. Some breaks mechanical. Soft shale beds 94.4-94.8 95.3-95.6. shale beds mechanically broken during extraction., [Big Clifty formation] (continued)

94- ft: Bedding plane separation, R.D. = 25.0°; filling:

not healed; surface: smooth, undulating, unweathered weathered, hard; Contact of shale bed.

Possibly mechanical..

96.6- ft: Bedding plane separation, R.D. = 5.0°; filling:

not healed; surface: smooth, planar, unweathered weathered, hard; Possibly mechanical..

97.3-107.3 ft: Bedding plane separation, R.D. = 0.0°;

filling: not healed; surface: slightly smooth, planar, unweathered weathered, hard; Shale parting.

Mechanically broken due hammering of the core barrel to retrieve the core..

107.5- ft: Fracture zone, R.D. = 15.0°; filling: not healed; surface: slightly smooth, planar, unweathered weathered, hard; P ossibly mechanical..

108.2- ft: Bedding plane separation, R.D. = 0.0°;

filling: not healed; surface: smooth, planar, unweathered weathered, hard; Shale parting.

Possibly mechanical..

108.8- ft: Fracture zone, R.D. = 15.0°; filling: not healed, partially filled ss rubble, unweathered weathered to slightly weathered weathered, hard to medium hard; surface: rough, planar, unweathered weathered to slightly weathered weathered, very hard to

109.5-109.6 ft: Fracture zone, R.D. = 15.0°; filling:

not healed, partially filled shale, unweathered weathered to slightly weathered weathered, hard to medium hard; surface: rough, planar, unweathered weathered to slightly weathered weathered, very hard t

110.2-110.8 ft: Bedding plane separation, R.D. = 10.0°; filling: not healed; surface: rough, undulating, unweathered weathered, hard; Abundant Shale parting. Possibly mechanical..

112-112.25 ft: Bedding plane separation, R.D. = 10.0°; filling: not healed, shale frag mixed clay, soft to medium hard; surface: rough, undulating, unweathered weathered, soft to hard; Shale mixed with clay. Possibly mechanical..

113.7-113.8 ft: Bedding plane separation, R.D. = 10.0°; filling: not healed, clay, soft to very soft.

113.9- ft: Fracture zone, R.D. = 10.0°; filling: not healed, rock frag; Shale parting. Possible zone of core loss..

114.9-115 ft: Fracture zone, R.D. = 10.0°; filling: not healed, rock frag; Possible mechanical.

116.3-116.5 ft: Bedding plane separation, R.D. = 5.0°; filling: not healed; surface: smooth, undulating, unweathered weathered, hard; Possibly mechanical..

96.2' to 123.4': SANDSTONE, hard, slightly

147- ft: 10:19 hrs

157- ft: 10:35 hrs

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

7SHEET

KY South State Plane

555.0

NGVD29

OF

INSTALLATION

Investigative Grout Holes

COORDINATE SYSTEM

Rough River Phase 1B

N 2,109,052.9 E 1,422,391.0

SEP 05

SPK FORM 1836-A

T V

S he ar (T

S F

SHEET 7 of 13

ELEV DEPTH

LE

G

E N

D

Boring Designation UVP-1055

P oc ke t

P en

(T

S F

Boring Designation UVP-1055

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

V E

R

IF

IC

A

T

IO

N H

O

LE

S

.G

P J

U S

A C

E -L

R L.

G D

T

/3

/2

386.1 179.7 weathered weathered to unweathered weathered, medium sand to fine sand sized particles, light brown to light orangeish brown, medium to laminated bedded, closely to very widely fractured, R.D. = 0° to 20°, no reaction to HCl, Abindant breaks mechanical.

Soft shale beds 109.5~109.6, 112.0~112.25. shale beds mechanically broken during extraction., [Big Clifty formation] (continued)

123.3-123.4 ft: Fracture zone, R.D. = 15.0°; filling:

not healed, partially filled ss rubble, unweathered weathered to slightly weathered weathered, hard to medium hard; surface: rough, planar, unweathered weathered to slightly weathered weathered, very hard to hard; Pos 123.4' to 129.5': SANDSTONE, hard, slightly weathered weathered to unweathered weathered, medium sand to fine sand sized particles, light gray to , medium to laminated bedded, closely to very widely fractured, R.D. = 0° to 20°, no reaction to HCl, Some shale interbeds 131.0~131.6 , 135.9~136.3 ft. Dark gray discontinous laminations present. Some breaks mechanical. Soft shale beds 131.8~133.0, 133.8~134.0, 135.6~135.7 shale beds mechanically broken during extraction. Limestone beds from 137.7~140.1. Weak reaction to Hcl, [Big Clifty formation]

123.7- ft: Bedding plane separation, R.D. = 15.0°;

filling: not healed; surface: smooth, planar, unweathered weathered,…