W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_9of9_5-0000.pdf
PDF 11 MB Posted
- Solicitation number
- W912QR25R0016
View the file
Other files
Show 40 more
Latest 50 of 114 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Solicitation For Rough River Dam Safety Modification Project Phase II - New Outlet Works and Cutoff Wall, Rough River Reservoir, Falls of Rough, KY
P2: 145870
Design-Bid-Build
Phase IB Drilling & Grouting Contractor Completion Report Vol. 6 (9 of 9) Appendix 5
Certified Final
20 December 2024
W912QR25R0016
ARIMS: 1200
Disposition: Permanent
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_9of9_5-0000
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
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
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 D
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 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
D X P
D X P
D X P
D X P
D X P
D X P 6 V
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
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
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
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
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
U X T
U X P
U X T
U X S
D X T
D X T
D X S
D X P
D X T X
D X P
D X T
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
-AV
P
U X P -2
D X P -A
D X
Y
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
U X P
U X S
U X P
U X P
U X P
U X S
U X S
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 Y
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
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
U X
P
U 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
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
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
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
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
T
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
P
U X
T
U X
S
U X
T
U X
P
U X
T
U X
S
U X
P
U X
P
U X
P
U X
P
U X
P
U X
S
U X
P
U X
P
U X
P -2
U X
P -1
.0
.6
.9
.1
.8
.2
.9
.5
.0
.6
.7
.2
.0
.8
.1
.1
.5
.4
.9
.9
.3
.8
.2
.7
.3
.2
.8
.3
.7
.5
.9
.8
.2
.9
.7
.4
.5
.6
.7
.7
.3
.0
.5
.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
U X
P
U 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
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
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
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
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
T
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
P
U X
T
U X
S
U X
T
U X
P
U X
T
U X
S
U X
P
U X
P
U X
P
U X
P
U X
P
U X
S
U X
P
U X
P
U X
P -2
U X
P -1
.2
.7
.6
.6
.5
.7
.3
.5
.4
.6
.4
.5
.9
.1
.3
.9
.4
.2
.0
.1
.0
.0
.0
.9
.5
.0
.0
.6
.7
.0
.1
.8
.5
.1
.6
.2
.0
.0
.2
.3
.0
.0
.1
.1
.2
.4
.0
.0
.0
.1
.7
.9
3 0 .4
.0
.2
.0
.0
.0
.0
.2
.7
.0
.0
.0
.0
.0
.3
.9
.0
.0
.2
.0
.6
.5
.5
.1
.3
.3
.0
.0
.0
.0
.0
.6
.8
.1
.1
.4
.1
.0
.2
.4
.4
.4
.3
.3
.3
.5
.3
.8
.1
.7
.3
.3
.2
.2
.3 0 .2
.2
.7
.3
.2
.5
.4
.7
.9
.7
.2
.1
.1
.2
.1
.1
.1
.1
.1
.1
.1
.1
.2
.6
.1
.1
.1
.0
.2
.0
.0
.1
.0
.0
.0
.0
.0
.0
.1
.0
.2
.1
.1
.0
.0
.1
.0
.5
.1
.1
.0
.0
.8
.1 0 .1
.1
.8
.4
.1
.5
.8
.4
.6
.4
.5
.3
.3
.5
.5
.4
.4
.6
.5
.5
.2
.4
.7
.1
.2
.1
.2
.1
.2
.3
.7
.2
.4
.2
.2
.7
.2
.0
.0
.8
.1
.3
.3
.0
.8
.5
.5
.2
.3
.3
.1
.5
.6
.6
.4
.9
.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
U X
P
U 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
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
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
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
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
T
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
P
U X
T
U X
S
U X
T
U X
P
U X
T
U X
S
U X
P
U X
P
U X
P
U X
P
U X
P
U X
S
U X
P
U X
P
U X
P -2
U X
P -1
.8
.5
.9
.9
.1
.7
.9
.9
.4
.3
.3
.6
.3
.6
.2
.7
.9
.4
.7
.6
.2
.8
.5
.7
.3
.8
.6
.9
.2
.5
.0
.8
.4
.4
.6
.8
.4
.6
.5
.6
.7
.6
.3
.6
.2
.5
.2
.5
.3
.0
.5
.1
.4
.9
.3
.1
.7
.9
.2
.3
.3
.8
.2
.8
.4
.8
.9
.9
.8
.3
.5
.6
.4
.8
.8
.5
.7
.3
.6
.6
.8
.2
.8
.7
.5
.8
.9
.6
.8
.2
.6
.2
.2
.2
.6
.9
.5
.2
.9
.0
.0
.5
.4
.6
.4
.6
.5
.3
.9
.9
.4
.1
.9
.2
.2
.3
.8
.4
.8
.4
.3
.8
.1
.7
.4
.0
.4
.2
.7
.0
.8
.7
.3
.4
.2
.7
.3
.0
.7
.5
.8
.1
.1
.6
.8
.8
.7
.3
.0
.5
.0
.2
.0
.4
.6
.8
.7
.7
.2
.1
.0
.9
.4
.3
.5
.9
.2
.4
.5
.0
.0
.3
.4
.2
.6
.8
.8
.7
.1
.0
.7
.5
.8
.3
.5
.3
.3
.7
.6
.3
.7
.7
.9
.8
.0
.9
.1
.9
.8
.9
.2
.3
.4
.3
.6
.1
.3
.7
.1
.5
.2
.8
.1
.6
.9
.3
.7
.6
.3
.6
.7
.2
.9
.8
.1
.9
.8
.1
.5
.4
.0
.9
.7
.3
.0
.3
.5
.9
.3
.3
.5
.7
.3
.9
.0
.5
.6
.6
.5
.7
.3
.8
.0
.6
.2
.6
.1
.4
.0
.6
.4
.7
.3
.8
.8
.2
.1
.5
.3
.8
.5
.2
.6
.2
.2
.8
.7
.2
.4
.1
.2
.6
.8
.5
.7
.1
.1
.0
.1
.3
.8
.3
.7
.1
.0
.1
.4
.8
.4
.0
.9
.3
.2
.9
.7
.9
.2
.6
.8
.0
.8
.8
.4
.5
.0
.0
.6
.3
.5
.2
.9
.4
.2
.3
.5
.3
.2
.7
.6
.1
.0
.1
.6
.7
.0
.9
.7
.8
.2
.3
.5
.8
.9
.1
.1
.3
.2
.9
.3
.6
.4
.6
.1
.9
.3
.3
.3
.8
.7
.2
.3
.6
.5
.7
.6
.9
.8
.3
.8
.6
.7
.0
.7
.4
.3
.4
.9
.5
.8
.1
.2
.8
.7
.1
.3
.1
.2
.0
.1
.1
.2
.7
.8
.3
.4
.7
.3
.6
.7
.9
.4
.4
.5
.1
.2
.8
.9
.8
.1
.4
.7
.0
.0
.0
.2
.9
.5
.3
.9
.0
.5
.0
.9
.7
.0
.7
.7
.2
.4
.1
.5
.6
.8
.1
.5
.7
.9
.3
.8
.1
.6
.2
.2
.5
.5
.8
.9
.8
.6
.3
.0
.5
.4
.3
.3
.5
.4
.4
.8
.1
.1
.5
.0
.1
.4
.6
.4
.1
.1
.8
.4
.8
.4
.8
.2
.6
.1
.0
.6
.3
.0
.1
3 4 .2
.0
.7
.2
.5
.1
.3
.1
.3
.6
.7
.0
.3
.8
.5
.4
.4
.6
.2
.0
.0
.1
.4
.4
.8
.3
.8
.8
.4
.9
.7
.8
.0
.9
.2
9 1 .5
.9
.6
.7
.5
.4
.7
.8
.7
.0
.4
.2
.9
.8
.5
.0
.4
.8
.3
.3
.9
.4
.3
.9
.1
.2
.4
.6
.9
.2
.2
.1
.2
.1
.5
.7
.0
.8
.2
.9
.3
.5
.2
.3
.2
.1
.6
.0
.0
.8
.6
.1
.1
.8
.4
.4
.2
.8
.5
.5
.1
.9
.1
.4
.1
.3
.7
.7
.3
.2
.4
.5
.5
.7
.5
.6
.3
.1
.9
.5
.4
.1
.7
.6
.5
.3
.7
.7
.3
.1
.6
.8
.6
.5
.7
.6
.7
.2
.2
.0
.5
.4
.0
.8
.1
.3
.5
.4
.9
.0
.4
.1
.8
.9
.2
.5
.9
.3
.1
.3
.9
.9
.4
.0
.6
.6
.4
.8
.7
.4
.7
.7
.5
.4
.9
.2
.4
.1
.8
.4
.5
.2
.4
.0
.4
.6
.4
.2
.8
.6
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
.6
.1
.5
.6
.7
.4
.8
.1
.6
.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
.7
.0
.1
.8
.9
.9
2 3 .3
.9
.3
.4
.5
.0
.9
.0
.6
.9
.8
.8
.52 .7
.1
.1
.3
.3
.2
.9
.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
.9
.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
.7
.7
.1
.9
.3
.5
.1
.3
.0
.1
.9
.1
.2
.5
.9
.1
.0
.4
.9
.8
.3
.6
.9
.9
.8
.4
.1
.8
.7
.2
.0
.2
.8
.5
.2
.4
.1
.2
.7
.6
.1
.8
.1
.8
.2
.2
.8
.4
.4
.0
.1
.2
.7
.1
.0
.6
.1
.8
.5
.3
.0
.7
.6
.9
.9
.9
.5
.3
.0
.2
.5
.2
.7
.0
.2
.4
.7
.4
.0
.3
.7
.2
.9
.5
.6
.1
.1
.8
.3
.4
.5
.9
.9
.6
.8
.4
.0
.7
.9
.4
.3
.5
.7
.9
.9
.1
.5
.5
.4
.6
.8
.0
.4
.5
.5
.4
.9
.5
.2
.5
.4
.5
.0
.0
.1
.9
.7
.5
.2
.1
.7
.2
.2
.4
.4
.3
.6
.1
.7
.2
.7
.8
.3
.1
.3
.2
.3
.2
.0
.3
.3
.8
.0
.7
.5
.9
.5
.4
.7
.4
.3
.2
.4
.4
.4
.7
.8
.4
.8
.9
.2
.5
.6
.4
.5
.2
.0
.7
.5
.0
.0
.3
.2
.5
.2
.5
.2
.5
.0
.3
.9
.3
.6
.5
.3
.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
.9
.3
.6
.1
.0
.9
.4
.1
.0
.9
.2
.2
.8
.7
.1
.9
.7
.1
.1
.4
.5
.4
.1
.0
.9
.6
.9
.9
.4
.7
.1
.6
.9
.9
.9
.0
.9
.1
.7
.7
.3
.3
.7
.9
.0
.8
.4
.8
.3
.3
.0
.8
.5
.9
.8
.4
.7
.3
.5
.6
.4
.5
.3
.9
.1
.0
.7
.4
.7
.6
.0
.7
.5
.2
.8
.9
.7
.6
.8
.7
.5
.3
.9
.1
.5
.2
.2
.3
.4
.1
.3
.8
.5
.1
.6
.0
.9
.7
.0
.2
.4
.5
.9
.4
.1
.5
.8
.2
.9
.9
.3
.3
.9
.7
.8
.9
.0
.2
.8
.5
.8
.0
.9
.9
.7
.1
.3
.7
.0
.6
.8
.9
.7
.8
.7
.0
.6
.8
.2
.2
.3
.2
.1
.9
.7
.5
.3
.2
.2
.7
.9
.5
.1
.9
.0
.8
.8
.2
.7
.1
.9
.6
.1
.5
.0
.3
.4
.3
.7
.1
.3
.4
.5
.4
.6
.6
.3
.9
.3
.9
.6
.8
.6
.7
.0
.7
.3
.5
.4
.6
.1
.2
.1
.8
.2
.9
.2
.2
.2
.0
.2
.2
.4
.1
.1
.8
.9
.3
4 2 .6
.2
.5
.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
.7
.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
.9
.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.
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 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
| COVER Vol. 6 DGCCR 9of9 |
| Appendix 5 |
| App 5 - As-Built Drawings |
| App 5 |
| RRXIMS_Plan-fig 1 |
| RRXIMS_Profile_U1_Drilling-fig 2 |
| RRXIMS_Profile_U1_WaterTest-fig 3 |
| RRXIMS_Profile_U1_Grouting-fig 4 |
| RRXIMS_Profile_D1_Drilling-fig 5 |
| RRXIMS_Profile_D1_WaterTest-fig 6 |
| RRXIMS_Profile_D1_Grouting-fig 7 |
| RRXIMS_Profile_U2_Drilling-fig 8 |
| RRXIMS_Profile_U2_Grouting-fig 9 |
| RRXIMS_Profile_D2_Drilling-fig 10 |
| RRXIMS_Profile_D2_Grouting-fig 11 |
| RRXIMS_Profile_V_Drilling-fig 12 |
| RRXIMS_Profile_V_WaterTest-fig 13 |
| RRXIMS_Profile_V_Grouting-fig 14 |
File details come from the government source that posted it. Updated .