Geotechnical Evaluation Addendum 1LEAN CLAY, black, moist.
(Topsoil)
SANDY LEAN CLAY, brown, moist.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
CL
CL
977.5
973.5
1.0
5.0
LOCATION: See attached sketch.
TP-1
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-1 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
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T
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i
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a
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a
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f
a
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v
i
a
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i
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s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
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O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
4
:
5
9
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
978.5
Depth
feet
0.0
FILL: Sandy Lean Clay, trace Gravel, dark brown,
frozen.
SANDY LEAN CLAY, trace Gravel, brown, moist,
medium to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
FILL
CL
965.5
960.5
3.0
8.0
LOCATION: See attached sketch.
TP-2
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-2 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
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m
i
n
o
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f
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x
p
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a
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a
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f
a
b
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v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
968.5
Depth
feet
0.0
FILL: Lean Clay, brown, wet.
ORGANIC CLAY, black, wet.
(Swamp Deposit)
LEAN CLAY, trace shells, gray, wet.
(Swamp Deposit)
LEAN CLAY with SAND, brown and dark gray, wet, soft
to rather soft.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, brown, moist,
medium to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed
Test pit immediately backfilled.
FILL
OL
CL
CL
CL
959.0
955.5
952.0
949.0
946.0
2.0
5.5
9.0
12.0
15.0
LOCATION: See attached sketch.
TP-3
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-3 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
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g
y
s
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f
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x
p
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a
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a
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i
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n
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f
a
b
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v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
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A
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N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
961.0
Depth
feet
0.0
FILL: Sandy Lean Clay, brown, frozen.
ORGANIC CLAY, black, wet.
(Topsoil)
LEAN CLAY with SAND, brown, wet, soft.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, brown, wet,
medium.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, gray, wet, medium
to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
FILL
OL
CL
CL
CL
954.5
953.0
951.0
947.0
946.0
1.5
3.0
5.0
9.0
10.0
LOCATION: See attached sketch.
TP-4
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-4 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
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t
f
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x
p
l
a
n
a
t
i
o
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f
a
b
b
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v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
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J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
956.0
Depth
feet
0.0
FILL: Sandy Lean Clay, dark brown, frozen.
ORGANIC CLAY, black, wet.
(Swamp Deposit)
ORGANIC SILT, trace shells, black, wet.
(Swamp Deposit)
POORLY GRADED SAND with SILT, gray,
waterbearing.
(Alluvium)
BOTTOM OF TEST PIT.*
FILL
OL
OH
SP-
SM
An open triangle in the water
level (WL) column indicates
the depth at which
groundwater was observed
while drilling.
*Water observed at 28 feet.
Test pit immediately
backfilled.
952.5
948.5
927.5
925.5
3.0
7.0
28.0
30.0
LOCATION: See attached sketch.
TP-5
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-5 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
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v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
955.5
Depth
feet
0.0
FILL: Lean Clay with Sand, brown, wet.
ORGANIC CLAY, black, wet.
(Topsoil)
SANDY LEAN CLAY, brown, wet, soft.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, brown, wet,
medium to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
FILL
OL
CL
CL
953.5
951.5
948.5
945.5
5.0
7.0
10.0
13.0
LOCATION: 100 feet towards barn, along line.
See attached sketch.
TP-5A
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-5A page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
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J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
958.5
Depth
feet
0.0
ORGANIC CLAY, black, wet.
(Topsoil)
LEAN CLAY with SAND, dark gray and brown, wet, soft
to rather soft.
(Glacial Till)
SANDY LEAN CLAY, brown, trace Gravel, wet, rather
soft.
SANDY LEAN CLAY, trace Gravel, gray, wet, medium.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
OL
CL
CL
CL
953.0
949.0
943.0
940.0
2.0
6.0
12.0
15.0
LOCATION: See attached sketch.
TP-6
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-6 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
955.0
Depth
feet
0.0
ORGANIC CLAY, dark brown and black, wet.
(Topsoil)
LEAN CLAY with SAND, gray and brown, moist, soft.
(Glacial Till)
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
OL
CL
CL
953.0
950.0
947.0
3.0
6.0
9.0
LOCATION: See attached sketch.
TP-7
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-7 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
956.0
Depth
feet
0.0
ORGANIC CLAY, black, frozen.
(Topsoil)
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not encountered.
Test pit immediately backfilled.
OL
CL
959.0
954.0
1.0
6.0
LOCATION: See attached sketch.
TP-8
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-8 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
960.0
Depth
feet
0.0
ORGANIC CLAY, black, frozen.
(Topsoil)
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
OL
CL
965.0
960.0
1.0
6.0
LOCATION: See attached sketch.
TP-9
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-9 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
BL-13-04915CLO
G
O
F
T
E
S
T
P
I
T
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
M
I
N
N
E
A
P
O
L
I
S
\
2
0
1
3
\
0
4
9
1
5
C
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
5
:
0
0
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
966.0
Depth
feet
0.0
ORGANIC CLAY, black, frozen.
(Topsoil)
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
OL
CL
967.0
962.0
1.0
6.0
LOCATION: See attached sketch.
TP-10
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-10 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
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e
x
p
l
a
n
a
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i
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o
f
a
b
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v
i
a
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9
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
968.0
Depth
feet
0.0
ORGANIC CLAY, black, frozen.
(Topsoil)
LEAN CLAY with SAND, brown, wet, soft.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, brown, wet,
medium.
(Glacial Till)
SANDY LEAN CLAY, trace Gravel, gray, wet, medium
to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water observed at 6 feet.
Test pit immediately backfilled.
OL
CL
CL
CL
955.0
952.0
949.0
948.0
1.0
4.0
7.0
8.0
LOCATION: See attached sketch.
TP-11
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-11 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
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)
BL-13-04915CLO
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G
D
T
2
/
2
7
/
1
4
1
4
:
5
9
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
956.0
Depth
feet
0.0
ORGANIC CLAY, black, moist.
(Topsoil)
SANDY LEAN CLAY, trace Gravel, brown, wet,
medium to rather stiff.
(Glacial Till)
BOTTOM OF TEST PIT.
Water not observed.
Test pit immediately backfilled.
OL
CL
955.2
948.0
0.8
8.0
LOCATION: See attached sketch.
TP-12
2/19/14 1" = 4'DATE:METHOD:
Description of Materials
(ASTM D2488 or D2487)
Braun Intertec Corporation TP-12 page 1 of 1
Deere/350Chard SCALE:DRILLER:
Tests or NotesWLBPF
L O G O F T E S T P I T
TEST PIT:
(S
e
e
D
e
s
c
r
i
p
t
i
v
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T
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r
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)
BL-13-04915CLO
G
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T
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S
T
P
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T
N
:
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C
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M
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P
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2
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1
3
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0
4
9
1
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B
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8
_
C
U
R
R
E
N
T
.
G
D
T
2
/
2
7
/
1
4
1
4
:
5
9
Braun Project BL-13-04915C
TEST PIT OBSERVATIONS
Bentz Properties
Galpin Boulevard & 78th Street
Chanhassen, Minnesota
ASTM
Symbol
Elev.
feet
956.0
Depth
feet
0.0