Braun Intertec Boring Log ST-4 01-16-2014s
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9
BRAUN'
INTERTEC
T I
LOG OF BORING
Braun Project BL- 14-00047
BORING: ST-4
GEOTECHNICAL EVALUATION
LOCATION: See attached sketch.
Summit Woods
E Summit Avenue and Hummingbird Road
Shorewood & Chanhassen, Minnesota
DRILLER: STS METHOD: 31WHSA,Aut*mmmer
m
DATE: 1116M4 I SCALE: 1- =4'
8 Elev.
Depth
I
feet
feet
Description of Materials
BPF
11NL
MC
Teats or Notes
1070.3
0.0
Symbol
(Sol*STM D2488 or D2487, Rock -USACE EM7110 -1 -2108)
%
OL
=
ORGANIC CLAY, black and dark brown, frozen to
1068.8
1.5
—
moist.
(Topsoil)
CL
�
SANDY LEAN CLAY, trace Gravel, brown, moist to
-
9
wet rather stiff'
12
18
i
(Glade! Tilly
l
1088.3
4.0
::' ::
SILTY SAND, flne-to medium - grained, trace Gravel,
—
ISM
with layers of Clayey Sand, brown, moist, medium
n
dense.
14
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(Glacial Till
1083.3
7.0
SANDY LEAN CLAY, trace Gravel, with seems of Silty
u -
ICL
Sand at 8 feet, brown, moist to wet, afiff. Jyl
16
18
-
I
(Giadal Till) �tyl
16
-
13
13
i
1049.3
21.01
13
END OF BORING.
Water not observed with 191/2 feet of hollow -stem
-
I
auger in the ground.
-
Water not observed 10 minutes after withdrawal of
auger.
_
l
I
Boring then badkfilled.
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