Appendix_D_-_Subsurface_Soil_Data_Logs.pdf
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Appendix D - Subsurface Soil Data Logs
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NOTES
LEGEND
C-1
C-2
C-3
C-4
C-5
Gy, highly to moderately weathered, highly to moderately fractured, c-f grained, hard, GNEISS
Same
Gy, moderately weathered, highly to moderately fractured, c-f grained, hard
GNEISS
Becomes highly micaceous @ 11'
Gy, moderately weathered, slightly fractured, c-f grained, hard, GNEISS
Same to 19.75' Gy, highly to moderately fractured, moderately weathered, c-f grained, GNEISS
See Remarks
INSPECTOR:
DRILLER:
DATUM:
DATE START:
DATE FINISH:
Adam Watson
Steve
NOYES
10/23/13
11/4/13
POWER AUGER:
ROT. DRILL:
CASING:
DIAMOND CORE:
TEMP:
*CHANGES IN STRATA ARE INFERRED
SURFACE ELEVATION:
TO
TO
TO
TO
DATE TIME DEPTH
DEPTH
G R
O U
N D
W A
T E
R
X
DIA.
TO
MON. WELL
SCREEN DEPTH:
WEATHER:
DEPTH TO ROCK:84.5'
METHOD OF ADVANCING BORING
281.4
SJB Services, Inc.
UNCONFINED COMPRESS. STRENGTH
D E
P T
H
F T
LE
N
G T
H (I
N
Walsh Construction
Surface elevation from Tectonic Survey. See report for groundwater observations.
CONTRACTOR:
LI
T
H O
LO
G
Y
1 2 3 4 5
10 20 30 40 50
10 20 30 40 50
N O
R M
IN
./F
T
(TONS/FT)
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD
PENETRATION (BLOWS/FT.)
New West Point Cadet BarracksPROJECT:
LOCATION:
E
LE
V A
T
IO
N
F T
West Point, NY
PROJECT No.
P E
N E
T R
A T
IO
N
R E
S
IS
T A
N C
E (B
L/
IN
S A
M P
LE
N
U M
B E
R
R Q
D
) U N
IF
IE
D
S O
IL
C
LA
S
S
DESCRIPTION
OF
MATERIAL
PLASTIC
LIMIT %
M O
IS
T
U R
E
SAMPLES
RECOV.
CLIENT:
SHEET No. 1 of 3
276.4
271.4
266.4
261.4
256.4
REMARKS:
6913.01 BORING No. B-101
TECTONIC ENGINEERING & SURVEYING
CONSULTANTS P.C.
B O
R
IN
G L
O G
3-
1.
G
P J
T E
C T
O N
IC
E
N G
.G D
T
2/ 4/
C-6
C-7
C-8
C-9
C-10
C-11
C-12
Pegmatite vein from 25' - 26' No weathering at contact zone Gy, slightly to moderately weathered, moderately fractured, c-f grained, hard, GNEISS
Gy, slightly weathered, highly to moderately fractured, c-f grained, hard, GNEISS soil seam 30.75' Rock becoming more quartz rich @ 33'
Gy, slightly weathered, highly to moderately fractured, c-f grained, hard, GNEISS Highly fractured with joints containing oxidation @ 36 and 38', 36' - 36.5' Pegmatite vein
Gy, slightly to moderately weathered, moderately to highly fractured, c-f grained, hard GNEISS;
from 40.5' to 42', rock is highly fractured and oxidation staining
Gy, slightly weathered, slightly fractured, c-f grained, hard, GNEISS
Same Roller bit
Gy, fresh, slightly fractured, c-f grained, hard, GNEISS
SJB Services, Inc.
UNCONFINED COMPRESS. STRENGTH
D E
P T
H
F T
LE
N
G T
H (I
N
Walsh Construction
Surface elevation from Tectonic Survey. See report for groundwater observations.
CONTRACTOR:
LI
T
H O
LO
G
Y
1 2 3 4 5
10 20 30 40 50
10 20 30 40 50
N O
R M
IN
./F
T
(TONS/FT)
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD
PENETRATION (BLOWS/FT.)
New West Point Cadet BarracksPROJECT:
LOCATION:
E
LE
V A
T
IO
N
F T
West Point, NY
PROJECT No.
P E
N E
T R
A T
IO
N
R E
S
IS
T A
N C
E (B
L/
IN
S A
M P
LE
N
U M
B E
R
R Q
D
) U N
IF
IE
D
S O
IL
C
LA
S
S
DESCRIPTION
OF
MATERIAL
PLASTIC
LIMIT %
M O
IS
T
U R
E
SAMPLES
RECOV.
CLIENT:
SHEET No. 2 of 3
251.4
246.4
241.4
236.4
231.4
226.4
REMARKS:
6913.01 BORING No. B-101
TECTONIC ENGINEERING & SURVEYING
CONSULTANTS P.C.
B O
R
IN
G L
O G
3-
1.
G
P J
T E
C T
O N
IC
E
N G
.G D
T
2/
C-13
C-14
C-15
C-16
C-17
C-18
Same
Same, Granitic, GNEISS
Same, Granitic GNEISS, little staining in fractures
Same
Same
Same, vertical fracture from 82.5 to 83.5'
End of Boring at 84.5'
SJB Services, Inc.
UNCONFINED COMPRESS. STRENGTH
D E
P T
H
F T
LE
N
G T
H (I
N
Walsh Construction
Surface elevation from Tectonic Survey. See report for groundwater observations.
CONTRACTOR:
LI
T
H O
LO
G
Y
1 2 3 4 5
10 20 30 40 50
10 20 30 40 50
N O
R M
IN
./F
T
(TONS/FT)
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD
PENETRATION (BLOWS/FT.)
New West Point Cadet BarracksPROJECT:
LOCATION:
E
LE
V A
T
IO
N
F T
West Point, NY
PROJECT No.
P E
N E
T R
A T
IO
N
R E
S
IS
T A
N C
E (B
L/
IN
S A
M P
LE
N
U M
B E
R
R Q
D
) U N
IF
IE
D
S O
IL
C
LA
S
S
DESCRIPTION
OF
MATERIAL
PLASTIC
LIMIT %
M O
IS
T
U R
E
SAMPLES
RECOV.
CLIENT:
SHEET No. 3 of 3
221.4
216.4
211.4
206.4
201.4
196.4
REMARKS:
6913.01 BORING No. B-101
TECTONIC ENGINEERING & SURVEYING
CONSULTANTS P.C.
B O
R
IN
G L
O G
3-
1.
G
P J
T E
C T
O N
IC
E
N G
.G D
T
2/
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