W911SA-17-B-2005_Attachment_8_Final_boring_logs_1-10.pdf
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Attachment 8 Final Boring Logs
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941.2
929.2
0.5
12.5
FILL, 6 inches of aggregate base
FILL, sand, light brown
Bottom of borehole at 12.5 feet.
0.2
4-5-7
3-3-4
2-3-3
2-3-3
4-7-10 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
941.7
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING
AT END OF DRILLING 7/26/2016 4:19:08 PM
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING
AT END OF DRILLING 10.0 ft / 931.7 ft
AFTER DRILLINGAFTER DRILLING
B-1
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396414 EASTING 669586
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
P J
941.1
934.4
1.3
8.0
4 1/2 inches Bituminous pavement ,10 1/2 inches of aggregate base
FILL, sand and sand with silt and a litttle gravel
POORLY GRADED SAND, (SP), fine grained, wet, loose to very dense, light brown
7.7
2.4
0.8
0.4
0.4
6-12-10
2-2-2
1-2-3
1-2-1
4-7-10
3-5-10
3-5-7
5-7-9
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
942.4
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/26/2016 10:30:32 AM
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 10.5 ft / 931.9 ft
AT END OF DRILLING
AFTER DRILLING 7/26/2016 12:01:57 PMAFTER DRILLING 10.5 ft / 931.9 ft
B-2
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396405 EASTING 669637
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
902.440.0
POORLY GRADED SAND, (SP), fine grained, wet, loose to very dense, light brown (continued)
Bottom of borehole at 40.0 feet.
2.0
3.2
4-8-12
3-6-12
5-7-11
9-40-50/3"
50/4"
50/1"
50/1"
50/1" ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
942.4
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/26/2016 10:30:32 AM
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 10.5 ft / 931.9 ft
AT END OF DRILLING
AFTER DRILLING 7/26/2016 12:01:57 PMAFTER DRILLING 10.5 ft / 931.9 ft
B-2
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396405 EASTING 669637
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
940.6
933.6
928.6
926.1
1.0
8.0
13.0
15.5
4 1/2 inches of Bituminous pavement over 7 inches of aggregate base overlying silty sand
FILL, sand with silt and a little gravel
POORLY GRADED SAND, (SP), fine grained, moist, loose, light brown
POORLY GRADED SAND WITH SILT,
(SP-SM), fine grained, wet, loose, light brown
POORLY GRADED SAND, (SP), fine grained, wet, medium dense, light brown
10.7
0.8
2.6
5.3
0.5
0.6
10-17-10
6-8-9
4-3-3
2-1-1
1-1
1-1-1
1-3-7
3-6-10
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
941.6
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/27/2016 7:57:33 AM
AT END OF DRILLING 7/27/2016 9:21:39 AM
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 10.5 ft / 931.1 ft
AT END OF DRILLING 10.5 ft / 931.1 ft
AFTER DRILLINGAFTER DRILLING
B-3
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396440 EASTING 669662
DATE STARTED 7/27/2016
COMPLETED 7/27/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
913.6
901.6
28.0
40.0
POORLY GRADED SAND, (SP), fine grained, wet, medium dense, light brown (continued)
POORLY GRADED SAND WITH SILT,
(SP-SM), trace fine gravel, fine grained, wet, dense to very dense, light brown to dark brown
Bottom of borehole at 40.0 feet.
5.0
2-5-7
2-5-8
5-8-11
3-11-24
50/4"
50/3"
50/3"
50/0" ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
941.6
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/27/2016 7:57:33 AM
AT END OF DRILLING 7/27/2016 9:21:39 AM
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 10.5 ft / 931.1 ft
AT END OF DRILLING 10.5 ft / 931.1 ft
AFTER DRILLINGAFTER DRILLING
B-3
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396440 EASTING 669662
DATE STARTED 7/27/2016
COMPLETED 7/27/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
941.4
934.2
924.2
0.8
8.0
18.0
4 inches Bituminous pavement over 6 inches aggregate base
FILL, sand with silt, dark brown
POORLY GRADED SAND WITH SILT,
(SP-SM), fine grained, loose to medium dense, trace organics (1.6%) and buried topsoil at 9 feet with trace roots, dark brown to light brown
POORLY GRADED SAND, (SP), fine grained, medium dense to very dense, light brown
6.6
6.4
6.4
0.7
12-13-11
1-2-2
1-1-1
WH
0-0-0
WH
0-0-0
2-2-3
3-6-8
3-7-11
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
942.2
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/26/2016 1:23:10 PM
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 12.0 ft / 930.2 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-4
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396437 EASTING 669687
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
902.240.0 medium dense to very dense, light brown (continued)
Bottom of borehole at 40.0 feet.
3.2
8-9-10
4-6-9
4-6-8
9-22-50
50/3"
50/4"
50/3"
50/1" ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
942.2
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/26/2016 1:23:10 PM
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 12.0 ft / 930.2 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-4
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396437 EASTING 669687
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
941.3
933.8
926.8
0.5
8.0
15.0
FILL, 6 inches aggregate base
FILL, sand with silt and trace roots, light brown to dark brown
POORLY GRADED SAND, (SP), fine grained, wet, buried topsoil with trace roots, loose to medium dense, dark brown to light brown
Bottom of borehole at 15.0 feet.
2.2
3.2
2.3
1.2
1-4-3
1-1-1
1-1-2
1-1-2
1-1-3
2-7-10 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
941.8
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING
AT END OF DRILLING 7/26/2016 4:58:21 PM
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING
AT END OF DRILLING 8.0 ft / 933.8 ft
AFTER DRILLINGAFTER DRILLING
B-5
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 396491 EASTING 669717
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
902.2
894.7
2.5
10.0
FILL, clayey sand with gravel, light brown
FILL, sand, light brown
Bottom of borehole at 10.0 feet.
1.3
1.4
2-2-2
4-3-2
2-2-3
3-6-8 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
904.7
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-6
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381234 EASTING 667493
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
899.4
891.4
888.9
883.9
2.5
10.5
13.0
18.0
FILL, silty sand with clay and gravel, light brown
FILL, sand with silt and gravel, light brown
FILL, silty sand with a little gravel, light brown
POORLY GRADED SAND, (SP), fine grained, loose, brown
POORLY GRADED SAND WITH SILT,
(SP-SM), fine grained, wet, loose, with organics at 20 feet (4.2%), contains roots, brown
7.3
10.8
13.4
3.1
1.7
7.8
2-3-3
1-2-2
1-2-2
2-2-2
2-2-3
1-2-1
0-0-2
1-2-2
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.9
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/25/2016
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 15.0 ft / 886.9 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-8
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381299 EASTING 667496
DATE STARTED 7/25/2016
COMPLETED 7/25/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
881.420.5 wet, medium dense to dense, little gravel, transition to white sand at 22 feet, brown to white to light brown 18
2.2
1.0
2.7
1.1
3-5-6
3-6-8
4-5-7
4-6-8
5-8-10
5-8-14
5-12-20
8-10-14
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.9
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/25/2016
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 15.0 ft / 886.9 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-8
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381299 EASTING 667496
DATE STARTED 7/25/2016
COMPLETED 7/25/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
854.447.5 wet, medium dense to dense, little gravel, transition to white sand at 22 feet, brown to white to light brown (continued)
Bottom of borehole at 47.5 feet.
trace gravel
8-10-14
6-13-16
9-15-18 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.9
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/25/2016
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 15.0 ft / 886.9 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-8
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381299 EASTING 667496
DATE STARTED 7/25/2016
COMPLETED 7/25/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
896.1
891.1
886.1
5.5
10.5
15.5
FILL, sand with a little gravel, light brown
FILL, sand, light brown
FILL, sand, light brown, wet
FILL, sand, light brown, wet wood chips
0.7
1.2
0.6
1.0
1-3-5
1-1-1
1-1-1
1-1-1
2-2-2
1-0-1
1-0-1
1-0-1
(Continued Next Page) ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.6
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/25/2016
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 13.5 ft / 888.1 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-9
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381333 EASTING 667521
DATE STARTED 7/25/2016
COMPLETED 7/25/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
881.1
861.6
20.5
40.0
FILL, sand, light brown, wet (continued)
POORLY GRADED SAND, (SP), with a little gravel from 21 to 28 feet, loose to medium dense, light brown, wet
Bottom of borehole at 40.0 feet.
6 inch layer of black sand a little gravel
6 inch dark brown layer of sand
1.9
1.4
1.5
1.7
1.3
3.6
3-4-5
3-6-9
3-5-8
3-7-11
2-5-7
11-9-13
4-8-12
5-10-15 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.6
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING 7/25/2016
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING 13.5 ft / 888.1 ft
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-9
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381333 EASTING 667521
DATE STARTED 7/25/2016
COMPLETED 7/25/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
898.8
895.8
891.3
2.5
5.5
10.0
FILL, topsoil silty sand, dark brown
FILL, sand with silt, clayey sand, small trace of siltstone, light brown
FILL, sand, light brown
Bottom of borehole at 10.0 feet.
4.9
1.4
3-5-4
6-3-2
2-2-3
3-4-5 ftft
MATERIAL DESCRIPTION
D E
P T
H (f t)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
R E
C O
V E
R Y
(in
G R
A P
H
IC
LO
G
S A
M P
LE
T
Y P
E N
U M
B E
R
REMARKS
F
IN
E S
C O
N T
E N
T
E
LE
V A
T
IO
N
ft) N
A V
D
8(
901.3
B
LO
W C
O U
N T
M O
IS
T
U R
E C
O N
T E
N T
G R
O U
N D
W A
T E
R
CHECKED BY W. Wambold
LOGGED BY L. Thompson
ASSISTANT
DRILLER Mike Strand
DRILLING METHOD HSA
DRILL MACHINE
DATE/TIMEDEPTH/ELEVATIONGROUND WATER
AT TIME OF DRILLING
AT END OF DRILLING
CONTRACTOR RDC
HAMMER EFFICIENCY
AT TIME OF DRILLING
AT END OF DRILLING
AFTER DRILLINGAFTER DRILLING
B-10
NOTES
CLIENT Fort McCoy
PROJECT LOCATION Fort McCoy, Wisconsin
PROJECT NAME Fort McCoy East Silver Lake Dam and Stillwell Dam
PROJECT NUMBER 137898
NORTHING 381371 EASTING 667482
DATE STARTED 7/26/2016
COMPLETED 7/26/2016
HORIZONTAL DATUM
S E
H S
O
IL
B O
R
IN
G T
E M
P
LA
T E
G
IN
T S
T D
U S
L A
B .G
D T
0/
/1
2:
S :\U
Z \U
\U S
A M
C \1
8\ 5-
F
IN
A L-
D S
G N
\5 0-
F
IN
A L-
D S
G N
\4 5-
G E
O \F
O R
T M
C C
O Y
B O
R
IN
G L
O G
S .G
File details come from the government source that posted it. Updated .