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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 - Final As-Builts Vol. 6 (15 of 20) Appendix D3 (3 of 4)
Certified Final
20 December 2024
W912QR25R0016
ARIMS: 1200
Disposition: Permanent
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_15of20_D3-0000
Rough River Dam Geotechnical Data Report for Tunnel Construction
Phase IB Drilling and Grouting Contractor Completion Report
Appendix 5 - As-Built Drawings (9 of 9)
ROUGH RIVER, FALLS OF ROUGH, KY
LOUISVILLE DISTRICT, LRD DIVISION
Appendix 5
As‐Built Drawings
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
Legend
23-June-2017
Borehole Layout - Plan View
N
Embankment
Road Outline
Baseline
Downstream Line
Upstream Line
Piezometer
Grouted
Tertiary Borehole
Grouted
Secondary Borehole
Abandoned
Grouted
Primary Borehole
P Z
P Z
P Z
P Z
P Z
P Z B
P Z A
P Z
P Z
P Z A
P Z B
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z
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P Z
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P Z B
P Z C
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P Z B
P Z C
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P Z
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P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z A
P Z B
P Z C
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P Z D
P Z D
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P Z
P Z
P Z
P Z
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P Z
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P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z A
P Z B
P Z A
P Z B
P Z A
P Z B
P Z A
P Z B
P Z
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
D X P
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V P
V P
V P
V P
D X T
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D X T
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D X T
D X P
D X T
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D X T
D X P
D X T
D X S
D X T
D X P
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D X S
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U X T
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D X T
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U X T
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D X T
D X S
D X T
U X T
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V P
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U X T
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U X T
U X T
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U X T
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D X T X
D X P
D X T
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D X P
D X T
D X S
V P
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U X S
U X T
U X P
U X S
U X T
U X P
D X P X
U X P -1
U X P -1
U X S -2
D X P
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P
U X P -2
D X P -A
D X
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D X S
D X T
D X P
D X T
D X S
D X T
D X P X
D X P
U X S
U X S
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U X S
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U X P
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U X S
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D X P X
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D X P X
V P
V P
20' 40'0
Figure
Drilling - Profile View -U1 Line Shale
Sandstone
Limestone
Overburden
Geology Legend
Rock
Overburden
Drilling Progress
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
CH
CL
MH
SM
GP-GM
Other
Soil Log
Limestone
Shale Seam
Shale
Siltstone Interbedded with Shale
Sandstone
Rock Log
1. Numeric labels indicate total volume of casing grout injected in the stage (gallons).
Notes:
Rapid Advance
Top Of Rock
Hole Connections
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SHALE-SANDSTONE
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
20+50
.1
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.5
.6
.7
.7
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.0
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.9
.5
.3
.0
.9
.9
.4
.7
.2
.1
.3
.9
.6
.5
.6
.1
.8
.3
.1
.1
.0
.0
.3
.0
.3
.2
.0
.3
.0
.3
.4
.3
.3
.1
.3
.9
.7
.8
.0
.4
.8
.8
.8
.9
.3
.0
.0
.4
.8
.4
.2
.6
.2
.5
.2
.0
.4
.6
.1
.5
20' 40'0
Figure
Water Test - Profile View -U1 Line
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
1. Numeric labels indicate Lugeon values.
Notes:
> 50
> 10 - 50
> 3 - 10
> 0 - 3
Water Tests (Most Recent) (Lugeon)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SHALE-SANDSTONE
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
20+50
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.2
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.2
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.0
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.1
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.3
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.5
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.3
.3
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.5
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.6
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.7
.4
20' 40'0
Figure
Grouting - Profile View -U1 Line
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SHALE-SANDSTONE
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
20+50
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.2
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.0
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.7
.5
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.9
.2
.4
.1
.8
.4
.5
.2
.4
.0
.4
.6
.4
.2
.8
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20' 40'0
Guelph 16-June-2017
Drilling - Profile View - D1 Line
Figure
Shale
Sandstone
Limestone
Overburden
Geology Legend
Rock
Overburden
Drilling Progress
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
CH
CL
MH
SM
GP-GM
Other
Soil Log
Limestone
Shale Seam
Shale
Siltstone Interbedded with Shale
Sandstone
Rock Log
.2
.6
.7
.2 3
.7
.7
.1
.7
.2
.8
.6
.1
.4
.4
.1
.2
.2
.7
.7
.8
.2
.1
.5
.4
.0
.8
.3
.0
.8
.4
.9
.2
.6
.9
.0
.6
.8
.3
.1
.0
.2
.2
.1
.9
.3
.0
.7
.3
SHALE-SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
P -A
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
S
D X
P
D X
P
HARDENSBURG SHALE
Water Test - Profile View - D1 Line
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
1. Numeric labels indicate Lugeon values.
Notes:
> 50
> 10 - 50
> 3 - 10
> 0 - 3
Water Tests (Most Recent) (Lugeon)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
20+00 20+50 21+00 21+50 22+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50
SHALE-SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
P -A
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
.2
.8
.6
.1
.1
.8
.4
.1
.1
.4
.2
.1
.5
.6
.3
.8
.1
.0
.1
.5
.1
.4
.1
.9
.6
.8
.6
.7
.1
.1
.0
.1
.1
.0
.0
.0
.1
.1
.2 0 .0
.1
.3
.1
.7
.5
.4
.1
.0
D X
S
D X
P
D X
P
HARDENSBURG SHALE
0 0 01 .2
.6
.2
.1
.7
.4
.9
0 3
.1
.6
.2
.8
.2
.6
.5
.1
.8
.4
.4
.3
.8
.3
.7
.1
.3
.7
.1
.6
D X
P
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
Grouting - Profile View - D1 Line
Guelph
Figure
23-June-2017
20+00 20+50 21+00 21+50 22+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50
SHALE-SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
P -A
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
.3
.0
.9
.9
.7
.8
.1
.8
.3
.1
.0
.0
.2
.8
.0
.0
.9
.5
.9
.4
.4
.5
.7
.0
.0
.6
.8
.9
.2
.8
.4
.6
.9
.3
.9
.9
.4
.6
.2
.0
.2
.4
.8
.9
.0
.2
.8
.5
.3
.8
.7
.3
.1
.2
.4
.4
.5
.3
.0
.3
.2
.7
7 3 .1
.7
.9
.1
.5
.1
.8
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.1
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.6
.7
.4
.8
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.0
.3
.7
.1
.1
.3
.1
.5
.2
.9
.7
.7
.4
.1
.5
.6
.1
.3
.3
.6
.3
.5
.9
.0
.3
.6
.8
.1
.3
.4
.1
.9
.6
.7
.5
.8
.9
.9
.6
.2
.1
.3
.3
.9
.4
.6
.3
.1
.9
.3
.4
.8
.6
.3
.6
.2
.5
.6
.9
.7
.0
.5
.8
.6
.8
.3
.7
.1
.2
.2
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.0
.1
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.9
.9
2 3 .3
.9
.3
.4
.5
.0
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.0
.6
.9
.8
.8
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.1
.1
.3
.3
.2
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.0
.1
.5
.6
.6
.2
.3
.9
.5
.8
.8
.0
.6
.7
.7
.7
.5
.9
.4
.3
.7
.2
.2
.2
.1
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.0
.7
.3
.3
.0
.4
.5
.4
.3
.2
.3
.8
.9
.0
.0
.6
.1
.3
.4
.9
.5
.3
.1
.2
.9
.1
.4
.9
.2
.9
.7
.2
.9
.4
.2
.6
.5
.5
.3
.1
.5
.6
.7
.3
.9
.2
.9
.0
.7
.6
.9
.4
.1
.7
.6
.5
.9
.1
.1
.1
.8
.4
.6
.4
.0
.0
.8
.1
.3
.6
.9
.4
.3
.9
.8
.2
.3
.9
.5
.9
.7
.2
.1
D X
S
D X
P
D X
P
HARDENSBURG SHALE
20' 40'0
Drilling - Profile View -U2 Line Shale
Limestone
Overburden
Geology Legend
Rock
Overburden
Drilling Progress
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Top Of Rock
Hole Connections
CH
CL
MH
SM
GP-GM
Other
Soil Log
Limestone
Shale Seam
Shale
Siltstone Interbedded with Shale
Sandstone
Rock Log
1. Numeric labels indicate total volume of casing grout injected in the stage (gallons).
Notes:
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50 26+5016+00
SHALE-SANDSTONE
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
HARDENSBURG SHALE
20+50
U X
S
U X
T
U X
T
U X
S
U X
S
U X
T
U X
S
U X
T
U X
S
U X
P
U X
P
U X
P
U X
P
U X
S
U X
T
U X
T
U X
S
U X
P
U X
P
U X
S
U X
T
U X
S
U X
P
U X
P
U X
T
U X
S
U X
P
U X
T
U X
S
U X
T
U X
P
U X
T
U X
S
U X
T
U X
P
U X
P
U X
S
U X
P
U X
S
U X
P
U X
P
U X
P
U X
S
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
T
U X
S
.9
.6
.3
.7
.0
.7
.1
.1
.8
.5
.1
.3
.2
.4
.9
.2
6 2 .0
.4
.8
.1
.9
.3
.3
.0
.7
.3
.0
.0
.9
.4
.8
.5
.1
.9
.6
.7
.8
.4
.1
.9
.0
.5
.0
.9
.0
.4
.9
.6
.3
.6
.5
.6
.8
.7
.7
.7
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
20' 40'0
Figure > 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
Grouting - Profile View -U2 Line1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50 26+5016+00
SHALE-SANDSTONE
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
HARDENSBURG SHALE
20+50
.1
U X
S
U X
T
U X
T
U X
S
U X
S
U X
T
U X
S
U X
T
U X
S
U X
P
U X
P
U X
P
U X
P
U X
S
U X
T
U X
T
U X
S
U X
P
U X
P
U X
S
U X
T
U X
S
U X
P
U X
P
U X
T
U X
S
U X
P
U X
T
U X
S
U X
T
U X
P
U X
T
U X
S
U X
T
U X
P
U X
P
U X
S
U X
P
U X
S
U X
P
U X
P
U X
P
U X
S
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
P
U X
T
U X
S
.4
.7
.4
.1
.4
.6
.1
.1
.6
.1
.2
.7
.8
.1
.9
.6
.6
.6
.9
.5
.1
.8
.1
.8
.7
.4
.7
.3
.8
.8
.8
.0
.0
.4
.2
.6
.0
.7
.9
.6
.5
.9
.7
.4
.5
.0
.1
.1
.1
.5
.8
.9
.8
.8
.3
.5
.1
.9
.4
.1
.8
.7
.6
.0
.0
.2
.7
.3
.6
.5
.9
.9
.2
.3
.2
.9
.5
.5
.5
.9
.8
.0
.5
.9
.7
.5
.6
.4
.9
.9
.8
.5
.6
.8
.0
.9
.1
.9
.7
.5
.8
.5
.7
.6
.5
.3
.6
.2
.1
.2
.2
.0
.2
.6
.9
.7
.9
.3
.8
.4
.0
.1
.9
.9
.9
.0
.7
.6
.6
.3
.0
.5
.1
.0
.9
.4
.4
.7
.3
.9
.2
.2
.1
.3
.3
.0
.3
.2
.6
.7
.8
.4
.9
.7
.0
.3
.3
.0
.9
.9
.4
.1
.1
.4
.9
.7
.6
.6
.0
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.2
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.4
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.2
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.8
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.2
.3
.2
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.3
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.0
.7
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.9
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.4
.7
.4
.3
.2
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.8
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.0
.4
.0
.7
.0
.2
.6
.9
.3
.4
.9
.2
.6
.5
.3
.7
.0
.9
20' 40'0
Drilling - Profile View - D2 Line Shale
Limestone
Overburden
Geology Legend
Rock
Overburden
Drilling Progress
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Top Of Rock
Hole Connections
CH
CL
MH
SM
GP-GM
Other
Soil Log
Limestone
Shale Seam
Shale
Siltstone Interbedded with Shale
Sandstone
Rock Log
1. Numeric labels indicate total volume of casing grout injected in the stage (gallons).
Notes:
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
S
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
S
D X
P
D X
P
D X
P
D X
T
D X
P
D X
T
D X
S
D X
P
D X
S
D X
P
D X
S
D X
P
D X
S
D X
S
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
P
D X
P
D X
P
D X
P
D X
S
D X
P
D X
S
D X
P
D X
P
D X
P
20+50
.2
.2
.6
.7
.2
.2
.9
.7
.0
.9
.4
.0
.6
.6
.6
.2
.7
.6
.1
.4
.2
.9
.3
.5
.9
.7
.2
2 8 .2
.4
.4
.3
.8
.8
.8
.3
.5
.0
.6
.0
.8
.6
.9
.6
.4
.6
.4
.4
.3
.8
.6
.3
.4
.9
.1
.3
.1
.9
.7
.8
.7
.3
.3
.8
.6
.4
.8
.0
.0
.1
.6
.8
.5
.0
.1
.5
.5
.3
.9
.3
.2
.3
.8
.3
.9
.7
.5
.9
.5
.2
.1
.0
.6
.6
.9
.5
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
20' 40'0
Grouting - Profile View - D2 Line
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 21+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
.4
D
X P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
S
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
S
D X
P
D X
P
D X
P
D X
T
D X
P
D X
T
D X
S
D X
P
D X
S
D X
P
D X
S
D X
P
D X
S
D X
S
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
P
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
T
D X
P
D X
T
D X
S
D X
P
D X
P
D X
P
D X
P
D X
S
D X
P
D X
S
D X
P
D X
P
D X
P
.1
.9
.0
.4
.9
.5
.6
.5
.9
.6
.3
.0
.5
.1
.0
.0
.7
.7
.0
.8
.6
.7
.3
.2
.1
.0
.8
.3
.1
.1
.7
.0
.0
.8
.5
.9
.0
.4
.1
.4
.2
.7
.1
.9
.5
.9
.0
.1
.6
.5
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.3
.6
.1
.0
.9
.4
.1
.0
.9
.2
.2
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.1
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.1
.1
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.5
.4
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.0
.9
.6
.9
.9
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.7
.1
.6
.9
.9
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.9
.1
.7
.7
.3
.3
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.0
.8
.4
.8
.3
.3
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.8
.5
.9
.8
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.7
.3
.5
.6
.4
.5
.3
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.1
.0
.7
.4
.7
.6
.0
.7
.5
.2
.8
.9
.7
.6
.8
.7
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.3
.9
.1
.5
.2
.2
.3
.4
.1
.3
.8
.5
.1
.6
.0
.9
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.2
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.2
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.3
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.4
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.4
.5
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.6
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.3
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.2
.1
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.2
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.2
.2
.2
.0
.2
.2
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.1
.1
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.9
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4 2 .6
.2
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.6
.3
.3
.7
.8
.2
.3
.8
.8
.7
.4
.4
.2
.0
.5
.5
.3
.5
.5
.1
.1
.1
.7
.2
.7
.2
.2
.6
.9
.5
.2
.2
9 2 .5
.6
.7
.8
.0
.2
.7
.2
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.4
.1
.2
.3
.7
.6
.2
.2
.6
.5
.4
.3
.5
.4
.2
.1
.4
.4
.8
.5
.1
.5
.0
.6
.7
.8
.0
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.6
.9
.5
.7
.9
.9
.5
.6
.2
.0
.9
.9
.0
.6
.4
.9
.3
.3
.9
.2
.5
.3
.5
.3
.5
.7
.5
.5
.8
.3
.3
.8
.1
.6
.4
.2
.9
.4
.2
.8
.0
.5
.8
.4
.6
.1
.0
.6
.0
.2
.9
.7
.2
.1
.7
.4
.9
.2
.7
.5
.7
.2
.5
.9
.8
.8
.1
.8
.3
.2
.1
.8
.2
.9
.5
.2
.9
.3
.4
.4
.9
.9
.3
.1
.7
.0
.7
.8
.4
.7
.3
.5
.6
.7
.1
.1
.3
.3
.5
.4
.4
.4
.6
.5
.1
.8
.2
.3
.3
.3
.8
.3
.5
.0
.6
.9
.2
.3
.3
.0
.8
.7
.7
.6
.5
.8
.4
.4
.8
.2
.0
.6
.3
.5
.2
.3
.5
.8
.9
.4
.7
.8
.9
.9
.6
.7
.7
.8
.9
.3
.4
.5
.4
.0
.7
.5
.8
.6
.3
.2
.0
.1
.5
.2
.9
.7
.6
.2
.2
.3
.7
.5
.2
.5
.4
.7
.5
.6
.4
.4
.7
.1
.3
.2
.9
.7
.5
.5
.6
.5
.2
.6
.1
.1
.7
.2
.3
.4
.2
.7
.3
.9
.9
.6
.1
.4
.9
.6
.5
.7
.7
.8
.3
.6
.2
.5
.1
.1
.2
.7
.8
.2
.0
.5
.5
.1
.3
.9
.9
.7
.8
.0
.7
.8
.4
.2
.0
.0
.9
.1
.0
.9
.2
.9
.0
.2
.0
.4
.2
.1
.3
.3
.3
.8
.2
.2
.9
.3
.8
.5
.9
.4
.1
.4
.4
.4
.2
20+50
.1
.3
.3
.1
.1
.2
.6
.8
.2
.7
.1
.5
.7
.6
.6
.7
Figure
Shale
Sandstone
Limestone
Overburden
Geology
Drilling - Profile View - V Line
20' 40'0Legend
Rock
Overburden
Drilling Progress
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
CH
CL
MH
SM
GP-GM
Other
Soil Log
Limestone
Shale Seam
Shale
Siltstone Interbedded with Shale
Sandstone
Rock Log
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
.9
.9
.9
.1
.1
.0
.7
.2
.2
.9
.2
.7
.4
.6
.0
.4
.3
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
20' 40'0
Water Test - Profile View - V Line1. Numeric labels indicate Lugeon values.
> 50
> 10 - 50
> 3 - 10
> 0 - 3
Water Tests (Most Recent) (Lugeon)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
.0
.1
.1
.5
.1
.0
.3
.0
.5
.0
.0
.0
.0
.6
.0
.5
.0
.0
.0
.9
.7
.0
.1
.0
.0
.0
.0
.1
.0
.0
.3
.0
.0
.0
.0
.0
.1
.0
.0
.2
.1
.1
.1
.1
.0
.3
.2
.4
.0
.9
.0
.7
.1
.0
.2
.8
.6
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
Shale
Sandstone
Limestone
Overburden
Geology
20' 40'0
Grouting - Profile View - V Line
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00 23+00 24+0022+50 23+509+509+00
HARDENSBURG SHALE
16+00
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE SAMPLE SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SHALE-SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
SHALE-SANDSTONE
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
V P
.8
.2
.0
.0
.1
.6
.3
.7
.6
.5
.9
.4
.1
.4
.5
.2
.5
.2
.1
.6
.7
.3
.7
.7
.1
.4
.5
.6
.0
.5
.5
.5
.5
.9
.8
.9
.4
.2
.6
.5
.3
.2
.5
.9
.3
.3
.4
.8
.7
.8
.1
.3
.4
.8
6 1 .0
.1
.4
.2
.3
.0
.1
.0
.2
.5
.0
.9
.4
.4
.9
.3
.1
.6
.5
.6
.7
.6
.5
.7
4 3 .0
.2
.9
.8
.6
.4
.6
.8
.2
.2
.9
.7
.7
.1
.2
.4
.8
.9
.7
.9
.0
.1
.7
.2
.8
.6
.8
.6
.3
.7
.3
.4
.9
.1
.3
.4
.4
.9
.2
O A
K
W W
W
HWY 79
DAM
DAM
ASPHALT PARKING LOT
EXISTING PARAPET WALL
WALL
EXISTING PARAPET
EX. R
IPRAP D
ITCH
EX.
R
IP
R
AP
D
IT
C H
EX. RIP
RAP DITCH
520 520
530 530
535 535 535
540 540 540
540 540
545 545
545 545 545
550 550
550 550
555 555
555 555 555
M A
T C
H L
IN
E
S E
E S
H E
E T
R F
HWY 79 (RELOCATED)
HWY 79
T O C
A M P
G R
O U
N D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
E T
T
FOR INFORMATION ONLY
2. SEE SITE PLANS FOR ALIGNMENT COORDINATES.
MAY BE PROVIDED UPON REQUEST
1. GROUT HOLE LOCATION COORDINATES
NOTES:
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
Legend
23-June-2017
Borehole Layout - Plan View
Baseline
Downstream Line
Upstream Line
Piezometer
Grouted
Tertiary Borehole
Grouted
Secondary Borehole
Abandoned
Grouted
Primary Borehole
S
-B U
IL
T
P H
A S
E
B
G R
O U
T
IN
G P
L
N
C E
R T
IF
IE
D F
IN
A
L
CTW
RF101
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
M S
A F
E T
Y M
O D
IF
IC
A T
IO
N
P H
A S
E I
I
P
C O
N T
R A
C T
O R
J.
F
A Y
J E
S T
E R
L
IE
S S
H
IF
F L
E T
T
A N
S I
D
M M
M M
M M
M M
Y Y
Y Y
W Q
R R
Z X
X X
X X
X X
X X
L
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
R
F
E R
E N
C E
D R
A W
IN
G
A1
AS-BUILT 1B GROUTING PLAN
1"=20'SCALE:
NORTH
PLAN
NORTH
PLAN
20' 40'0
P Z
P Z
P Z
P Z
P Z
P Z B
P Z A
P Z
P Z
P Z A
P Z B
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
9+00
10+00
11+00
12+00
13+00
D X P
D X P
D X P
D X P
D X P
D X P
D X P
U X P
U X P
U X S
U X T
U X T
U X S
U X S
U X T
U X P
U X P
U X P
U X P
U X P
V P
V P
V P
D X S
D X P
D X T
D X S
D X T
D X P
D X T
D X S
D X T
D X P
D X S
D X P
D X P
D X P
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X P
D X T
D X P
D T X
D X S
D X P
D X S
D X P
D X S
D X P
D X P
D X P
D X P
U X P
U X P
U X P
U X P
U X P
U X P
U X S
U X P
V P
D X S
U X P
D X P
D X P
V P
D X S
D X S
D X S
D X S
D X S
D X S
EX.
RIP
RAP D
ITCH
HWY 79
DAM
DAM
WALL
EXISTING PARAPET
WALL
EXISTING PARAPET
EX. RI
PRAP DIT
CH
EX. RIP
RAP DITCH
550 550 550 550
550 550 550 550 550
505 505 505 505 505
505 505 505
510 510
510 510
510 510 510
515 515 515 515 515
515 515 515
520 520 520
520 520 520 520
525 525 525 525
525 525 525 525 525
530 530 530 530 530
530 530 530 530
535 535 535 535
535 535 535 535 535
540 540 540 540
540 540 540 540
545 545 545 545 545
545 545 545 545
550 550 550 550 550
550 550 550
555 555 555 555 555
M A
T C
H L
IN
E
S E
E S
H E
E T
R F
HWY 79 (RELOCATED)
HWY 79
M A
T C
H L
IN
E
S E
E S
H E
E T
R F
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
E T
T
FOR INFORMATION ONLY
2. SEE SITE PLANS FOR ALIGNMENT COORDINATES.
MAY BE PROVIDED UPON REQUEST
1. GROUT HOLE LOCATION COORDINATES
NOTES:
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
Legend
23-June-2017
Borehole Layout - Plan View
Baseline
Downstream Line
Upstream Line
Piezometer
Grouted
Tertiary Borehole
Grouted
Secondary Borehole
Abandoned
-B U
IL
T
P H
A S
E
B
G R
O U
T
IN
G P
L
R T
IF
IE
D F
IN
A
L
CTW
RF102
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
M S
A F
E T
Y M
O D
IF
IC
A T
IO
N
P H
A S
E I
I
P
C O
N T
R A
C T
O R
J.
F
A Y
J E
S T
E R
L
IE
S S
H
IF
F L
E T
T
A N
S I
D
M M
M M
M M
M M
Y Y
Y Y
W Q
R R
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
F
E R
E N
C E
D R
A W
IN
G
A1
AS-BUILT 1B GROUTING PLAN
1"=20'SCALE:
NORTH
PLAN
NORTH
PLAN
20' 40'0
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z
P Z
P Z
P Z
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z
P Z
14+00
15+00
16+00
17+00
18+00
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
V P
V P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
D X P
U X P X
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
V P
V P
HWY 79
DAM
DAM
WALL
EXISTING PARAPET
550 550 550 550 550
485 485 485
490 490 490 490
495 495
500 500 500 500
505 505
505 505 505 505
510 510
510 510 510 510
515 515 515 515
515 515 515 515
520 520 520 520
520 520 520 520
525 525 525 525
525 525 525 525
530 530 530 530
530 530 530 530
535 535 535
535 535 535 535
540 540 540 540
540 540 540 540
545 545
545 545 545
550 550
550 550
555 55
555 555 555 555
M A
T C
H L
IN
E
S E
E S
H E
E T
R F
M A
T C
H L
IN
E
S E
E S
H E
E T
R F
HWY 79 (RELOCATED)
HWY 79
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
E T
T
FOR INFORMATION ONLY
2. SEE SITE PLANS FOR ALIGNMENT COORDINATES.
MAY BE PROVIDED UPON REQUEST
1. GROUT HOLE LOCATION COORDINATES
NOTES:
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
Legend
23-June-2017
Borehole Layout - Plan View
Baseline
Downstream Line
Upstream Line
Piezometer
Grouted
Tertiary Borehole
Grouted
Secondary Borehole
Abandoned
-B U
IL
T
P H
A S
E
B
G R
O U
T
IN
G P
L
R T
IF
IE
D F
IN
A
L
CTW
RF103
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
M S
A F
E T
Y M
O D
IF
IC
A T
IO
N
P H
A S
E I
I
P
C O
N T
R A
C T
O R
J.
F
A Y
J E
S T
E R
L
IE
S S
H
IF
F L
E T
T
A N
S I
D
M M
M M
M M
M M
Y Y
Y Y
W Q
R R
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
F
E R
E N
C E
D R
A W
IN
G
A1
AS-BUILT 1B GROUTING PLAN
1"=20'SCALE:
NORTH
PLAN
NORTH
PLAN
20' 40'0
P Z
P Z
P Z
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C P
Z A
P Z B
P Z C
P Z A
P Z A
P Z B
P Z C
P Z
P Z D
P Z
P Z
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z A
P Z B
P Z C
P Z
P Z
P Z
18+00
19+00
20+00
21+00
U X P
D X P
V P
V P
D X T
D X P
D X T
D X S
D X T
D X P
D X T
D X S
D X T
D X P
D X T
D X S
D X T
D X P
D X T
U X P
U X T
U X S
U X T
U X P
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
U X S
U X T
U X P
U X T
D X S
D X T
D X P
D X T
D X S
U X T
D X S
U X S
U X T
U X P
D X P
D X T
D X P
D X T
D X S
D X P
D X P
D X P
D X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
D X P
D X P
V P
U X S
U X T
U X P
U X S
U X P
D X S
D X P
D X P
D X S
D X P
D X P
V P
U X T
U X P
U X S
U X T
U X P
U X S
U X P
U X P
U X P
D X P
D X P
D X P
D X P
D X P
D X T
D X S
D X T
U X T
V X P X
V P
U X P
U X T
U X S
U X P
U X T
D X T
D X T
D X S
D X P
D X T X
D X P
D X T
D X P
U X T
U X P
D X P
B
C B
C B
C B
HWY 79
DAM
DAM
E X
IS
T
IN
G C
O N
D U
IT
EX. RIPRAP DITCH
E X . A .C .B . D
IT
C H
E X . R
IP
R
A P D
IT
C H
E X . R
IP
R
A P D
IT
C H
E X . A .C .B . D
IT
C H
520 5
530 530
540 540
545 545
550 550 550 550
555 555
M
T C
H L
IN
E
S E
E S
H E
E T
R F
HWY 79 (RELOCATED)
HWY 79
H W
Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
E T
T
FOR INFORMATION ONLY
2. SEE SITE PLANS FOR ALIGNMENT COORDINATES.
MAY BE PROVIDED UPON REQUEST
1. GROUT HOLE LOCATION COORDINATES
NOTES:
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
Legend
23-June-2017
Borehole Layout - Plan View
Baseline
Downstream Line
Upstream Line
Piezometer
Grouted
Tertiary Borehole
Grouted
Secondary Borehole
Abandoned
-B U
IL
T
P H
A S
E
B
G R
O U
T
IN
G P
L
R T
IF
IE
D F
IN
A
L
CTW
RF104
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
M S
A F
E T
Y M
O D
IF
IC
A T
IO
N
P H
A S
E I
I
P
C O
N T
R A
C T
O R
J.
F
A Y
J E
S T
E R
L
IE
S S
H
IF
F L
E T
T
A N
S I
D
M M
M M
M M
M M
Y Y
Y Y
W Q
R R
Z X
X X
X X
X X
X
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
F
E R
E N
C E
D R
A W
IN
G
A1
AS-BUILT 1B GROUTING PLAN
1"=20'SCALE:
NORTH
PLAN
NORTH
PLAN
20' 40'0
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z
P Z A
P Z B
P Z A
P Z B
P Z A
P Z B
P Z A
P Z B
P Z
22+00
23+00
24+00
25+00
U X T
U X T
U X P
U X T
U X S
D X S
D X T
D X P
D X T
D X S
V P
U X T
U X S
U X T
U X P
U X S
U X T
U X P
D X P X
U X P -1
U X P -1
U X S -2
D X P -A
V P
U X P -2
D X P -A
D X T
D X S
D X T
D X P
D X T
D X S
D X T
D X P X
D X P
U X P
U X S
U X P
U X S
U X P
U X P
U X P
U X S
U X P
U X S
U X P
D X P X
D X P
D X P X
D X P X
D X P X
D X P
D X P
D X S
D X P
D X S
D X P
D X P
D X P X
D X P
V P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
D X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
U X P
D X P X
D X P X
D X P X
D X P X
V P
V P
D X P
U X S
U X T
U X S
NOT TO SCALE
FOR INFORMATION ONLY
20' 40'0
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
Guelph
23-June-2017
Grouting - Profile View - D1 Line
HARDINSBURG SANDSTONE
BIG CLIFTY SANDSTONE W/SHALE SEAMS
BIG CLIFTY LOWER SHALE SEAM
BEECH CREEK LIMESTONE
ELWREN SHALE
REELSVILLE LIMESTONE
SAMPLE SANDSTONE
BEAVER BEND LIMESTONE
HANEY LIMESTONE
A1
SCALE: NTS
AS-BUILT 1B GROUTING PROFILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
E T
-B U
IL
T
P H
A S
E
B
G R
O U
T
IN
G P
R O
F
IL
R T
IF
IE
D F
IN
A
L
CTW
RF105
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
M S
A F
E T
Y M
O D
IF
IC
A T
IO
N
P H
A S
E I
I
P
C O
N T
R A
C T
O R
J.
F
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IE
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H
IF
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D
M M
M M
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M M
Y Y
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W Q
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X
U
IS
V
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D
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D
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T
IN
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V
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Y
F
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D R
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IN
G
GROUT LINE
DAM CREST AT
SHALE-SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
D X
P
D X
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D X
S
D X
P
D X
P
HARDENSBURG SHALE
Figure
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
> 50
> 10 - 50
> 3 - 10
> 0 - 3
Water Tests (Most Recent) (Lugeon)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
23-June-2017
1. Numeric labels indicate Lugeon values.
Water Test - Profile View - D1 Line
HARDINSBURG SANDSTONE
BIG CLIFTY SANDSTONE W/SHALE SEAMS
BIG CLIFTY LOWER SHALE SEAM
BEECH CREEK LIMESTONE
ELWREN SHALE
REELSVILLE LIMESTONE
SAMPLE SANDSTONE
BEAVER BEND LIMESTONE
HANEY LIMESTONE
20+00 20+50 21+00 21+50 22+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50
20+00 20+50 21+00 21+50 22+00 23+00 24+00 25+00 26+0022+50 23+50 24+50 25+50
A1
SCALE: NTS
AS-BUILT 1B WATER TEST PROFILE
NOT TO SCALE
FOR INFORMATION ONLY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
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T
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C H
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US Army Corps
U .S
A
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M M
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X
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F
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C E
D R
A W
IN
G
D1 LINE
DAM CREST AT
SHALE-SANDSTONE
BOULDERS, SAND, AND SILT
OVERBURDEN - SAND, SILT, CLAY
HANEY LIMESTONE
SAMPLE SANDSTONE
HARDENSBURG SANDSTONE
BEECH CREEK LIMESTONE W/CLAY-SHALE
D X
P
D X
P
D X
P
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P
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P
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P
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T
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S
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HARDENSBURG SHALE
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D X
P
E S
H E
E T
R F
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
Rough River Dam, Kentucky
Guelph
20' 40'0
23-June-2017
HARDINSBURG SANDSTONE
BIG CLIFTY SANDSTONE W/SHALE SEAMS
BIG CLIFTY LOWER SHALE SEAM
BEECH CREEK LIMESTONE
SAMPLE SANDSTONE
BEAVER BEND LIMESTONE
REELSVILLE LIMESTONE
HANEY LIMESTONE
15+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+00 15+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+009+509+00
NOT TO SCALE
FOR INFORMATION ONLY
A1
SCALE: NTS
AS-BUILT 1B GROUTING PROFILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
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IG
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US Army Corps
U .S
A
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D R
A W
IN
G
D2 LINE
DAM CREST AT
HARDENSBURG SHALE
SANDSTONE
HARDENSBURG
SAMPLE SANDSTONE
HANEY LIMESTONE
SHALE-SANDSTONE
.4
D
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D X
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E S
H E
E T
R F
Rough River Dam, Kentucky
Guelph
20' 40'0
Figure
23-June-2017
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
1. Numeric labels indicate total grout take for the stage (gallons).
Notes:
Top Of Rock
Hole Connections
Partial Water Loss
Water Loss
Hole Blockage
Hole Characteristics
> 2,000
1,000 - 2,000
500 - 1,000
100 - 500
30 - 100
15 - 30
0 - 15
Total Grout Injected (gal)
Legend
PRIMARY GROUT HOLE
SECONDARY GROUT HOLE
TERTIARY GROUT HOLE
GROUT HOLE LEGEND / KEY
16+50 17+00 17+50 18+00 18+50
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