SOIL BORING LOGS - Tennessee Valley Authority

APPENDIX
SOIL
A
BORING LOGS
0
A-1
-Kingston
This information
taken
Fossil
May 4
2004.
from Report of Geotechnical
Plant Kingston
Tennessee
Exploration
MACTEC
- Ash
Engineering
Disposal
Area
and Consulting Inc.
TVA Kingston
MACTEC
May 4
Ash Disposal Area
Platr
Fossil
2004
3043041009/0001
Project
FIELD EXPLORATORY PROCEDURES
Soil
All
Test Boring
and sampling
boring
The
O.D.
2-inch
At
ground.
cuttings
and
The number
of
recorded and
is
the penetration
The
additional
an
hammer
blows
resistance
sampler
an
provides
seated
first
with blows of a
foot
standard
was
drive
the
index
to
6
inches
the
SPT
to
final
falling
I.D.
any loose
30
inches.
of penetration
foot
resistance.
1.4-inch
penetrate
hammer
1586.
flights
auger
with a standard
140-pound
sampler
test
penetration
hollow-stem
steel
were obtained
samples
ASTM D
with
general accordance
in
turning continuous
required to
the
designated
soil
intervals
sampler.
then driven
conducted
by mechanically
regular
split-tube
were
operations
were advanced
borings
into the
Hollow Stem
was
Proper evaluation
the soils strength density
and
ability
to
of
support
foundations.
glass
jars
Records
Plugging
and
are
of the
portions
Representative
attached
cement-bentonite
general
accordance
immediately
after
testing
and
were
examination.
further
and
soil descriptions
sampler
split-tube
sealed
Test
in
Boring
resistances.
penetration
boreholes
sampling the geotechnical
were
the
and
requirements
sampling
specified
by
plugged
with a Type
The borings were plugged
grout mixture using a tremie pipe method.
with
drilling
for
laboratory
the
of Boreholes
of drilling and
Portland
from
obtained
samples
showing the
graphically
and Abandonment
Upon completion
our
to
transported
soil
TVA.
The
were
borings
I
in
plugged
of the boreholes.
Bulk Samples
Bulk samples
of several
Undisturbed
Sampling
The
ash types obtained
undisturbed
relatively
16-gauge
steel
described
by
into
tubing
ASTM
from the ground
soil
the
D-1587.
made
airtight
were
samples
soil
The
and
at
various elevations
at
the
tube
obtained
desired
together
transported
to
by pushing
sampling
with
were collected
the
level.
encased
our laboratory.
a
for testing.
section
The
soils
of
sampling
was
3-inch
O.D.
procedure
carefully
is
removed
TVA
Kingston
MACTEC
To
obtain
was
used.
The
ash
Fossil
Plant Ash
May 4 2004
Disposal Area
Project 304304100910001
relatively
The spoon
undisturbed
was pushed
samples enclosed
ends and then capped
samples
to
in the
minimize
into
OD
of ash a 3-1/2-inch
the bottoms of the boreholes
liners
changes
were then
sealed
in the structure
with a
and
3-inch
at the
wax
moisture
/
lI?
split
desired
motor
content
oil
spoon
with
liner
sampling depths.
mixture at both
of the samples.
SOIL CLASSIFICATION
DE
E
AND REMARKS
P
T
H
0
L
SEE
MONITORING
WELL 1PIEZOMETER
INSTALLED APPROXIMATELY
1.0 NORTH
WAS
NOTE
I
EAST
1
E
E
V
D
N
D
ft
T
G
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
SAM PLES
E
L
E
N
781
8
776
.
NMLL
PL %
?
x-couxT
T
Y
P
E
f FINES
SPT
?6
?
?
10
20
30
40
50
%
bpf
60
70
80
90
100
OF
B-1.
5
F-
AUGER BORING
FROM
I
PIPE
PIEZOMETER
0.0
TO
20.0.
INSTALLED
SURFACE TO A DEPTH OF
FROM GROUND
20.0.
Z
z
I-
10
771.8
r
15
7 66
?-
20
-
25
BORING
TERMINATED
AT
5
1
.
0
15
7618
20
20.0
25
-756.8-30
r-
30
751.8
r
35
746.8
F-
40
741
8
?
45
7u
4
-35
-40
10
20
30
40
50
60
70
80
90
100
REMARKS
PROJECT
Kingston Fossil Plant
DRILLED
March 25 2004
PROJ.
TH1S RECORD
IS
A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDfl7ONS
AT THE EXPLORATION
LOCATION.
SUBSURFACE
CONDIl7ONS
AT OTNER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER
INTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSI77ONS
BE1WE.EN
STRATA
MAY BE GRADUAL
Ddller
Akins
Prepared
ByJustice
Checked
By
NO.
3043041009/0001
-
Ash Diposal Area
BORING NO. MW-1
PAGE
I MACTEC
1
OF
I
SOIL CLASSIFICATION
AND REMARKS
EP
T
H
0
SEE
INSTALLED
WELL
APPROXIMATELY
2
E
G
E
V
SAM PLES
D
D
E
E
Jq
ft
795
WAS
PIEZOMETER
15.0 NORTH EAST
OF
PL
?
NM io
io
N COIJNT
N
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
NOTE MONITORING
L
T
T
Y
P
E
f
FINES
SPT
o
N
10
20
30
40
50
zI.
0/0
%
bpf
60
70
80
90
100
3
B-2.
AUGER
BORING
FROM
0.0
TO
35.0.
1 PIEZOMETER PIPE INSTALLED
SURFA CE TO A DEPTH OF 35 0
r
5
I-
10
FROM GROUND
5
790.3
10
-785.3-15
I-
780.3
15
-775
20
F-
M
770
25
h-
f-
30
3-20
25
3
3--765
30
3--760
35
s
F-
F-
35
BORING
TERMINATED
AT
35.0
40
755.3
4
750.3
40
en
SOIIr
REMARKS
Kingston Fossil Plant
DRILLED
March 25 2004
TMS RECORD
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANSITiONS
IS A REASONABLE
INTERPR67ATION
OF
CONDflONS AT THE EXPLORATION
SUBSURFACE
CONDI7lONS
AT OTHER
AND AT OTHER TA4ES MAY DIFFER
ARE APPROXIMATE
BEWEEN STRATA
MAY BE GRADUAL
BE7WEEN STRATA
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
i
nn
TEST BORING RECORD??w
PROJECT
PROJ.
en
3043041009/0001
-
Ash Diposal Area
BORING NO. MW-2
PAGE
f MACTEC
1
OF
1
SOIL CLASSIFICATION
AND REMARKS
SEE
WELL 3 PIEZOMETER
APPROXIMATELY
16.0 SOUTH
INSTALLED
E
E
G
L
E
E
V
N
D
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
NOTE MONITORING
L
PL
D
E
N
T
NM
2o
O
N COUNT
B
8I0
WAS
SAM PLES
T
Y
P
E
A
o
9o
%
F1NE5
SPT
r .
10
20
30
40
LL
u
80
90
10
bpf
50
60
70
100
8
WEST OF
B-3.
-
5
-
10
AUGER BORING
FROM
i PIEZOMETER
PIPE
SURFACE
0.0
TO
40.0.
INSTALLED
TO A DEPTH OF
40
FROM GROUND
0
5
805.8
10
800.8
-15
-ti
f-
-
795.8
15
20
10
790
8
785
8
20
25
1
F-
30
BORING
TERMINATED
AT
780.8
30
775.8
35
7708
40
40.0
A
-
765
0
PROJECT
Kingston Fossil Plant
DRILLED
March 25 2004
PROJ.
THIS
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
3043041009/0001
---
--
--
--
-__
2
SOIL TEST BORING
REMARKS
RECORD
IS
A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDRIONS AT THE EXPLORATION
LOCATION. SUBSURFACE
CONDrrtONS AT OTIMB
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
INTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS
BETWEEN STRATA MAY BE GRADUAL
10
-
RECO
Ash
Diposal
Area
BORING NO. MW-3
PAGE
f MACTEC
1
OF
1
-SYMBOLS
SOIL CLASSIFICATION
L
KEY SYMBOL
SHEET
AND
FOR EXPLANATION OF
ABBREVIATIONS
%
NM
ft
P
LL
%
FINES
SPT
o
T
ry
7818
SPT-I
-
%
Y
E
N
D
BELOW.
A
D
V
TO STIFF ORANGE-BROWN
SLIGHTLY
MOIST
S1LTY CLAY WITH CHERT FRAGMENTS
FILL
VERY STIFF GRAY DRY TO SLIGHTLY MOIST
SANDY CLAYEY SILT
ASH
FIRM
PL
1
E
SEE
S AMPLES
N COUNT
E
L
E
AND REMARKS
r
10
20
30
40
bpf
50
60
70
80
90
100
3-7-11
-
VERY DENSE TO VERY LOOSE GRAY SCIOHTLY
ASH
MOIST
TO WET SILTY SAND
-
UD
1
0.5-0.5
776.8
5
SPT-2
15-25-26
SPT-3
4-5-6
SPT4
2-1-1
771.8
NOTE AT ABOUT 15.0 STARTED INrRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPTNG
SUBSURFACE MATERIALS INTO AUGERS.
10
766.8
15
OF
20
761.8
SPT-5
woh-woh-1
25
756.8-SPT-6
1-2-3
30
751.8-SPT-7
woh-woh-I
35
746.8-SPT-8
woh-woh-1
40
741.8
SPT-9
woh-woh-I
----------------------FIRM
TO VERY SOFr GRAYWET SANDY CLAYEY
SILT
/
SILTY
CLAY
-
ASH
7z4
0
REMARKS
PROJECT
TVA
30
40
50
60
70
80
90
100
DRILLED
March
A REASONABLE INTERPRETATION
OF
IS
CONDITIONS
AT THE EXPLORATION
SUBSURFACE
CONDrlIONS
AT OTHER
AND AT OTHER TIMES MAY DIFFER.
BEWEEN STRATA
ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAL
NO.
Kingston Ash
8
2004
3043041009/0001
RECORD
SUBSURFACE
LOCATION
LOCATIONS
INTERFACES
TRANSIT70NS
20
PENETRATION
RESISTANCE
TESTiNG
STANDARD
AN AUTOMATIC
PERFORMED USING
HAMMER.
PROJ.
THiS
10
Driller
Akins
Prepared
ByJustice
Checked
By
fil
BORING NO.
PAGE
1
B-1
OF
2
MACTEC
i
L
SOIL CLASSIFICATION
FIRM
SILT
/
E
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
TO VERY SOFT GRAY WET SANDY
SILTY CLAY
ASH
CLAYEY
F-
PL
%
NM ?a
P
1j
ft
736
A
Y
E
. 6
zo
o
E
T
FINES
SPT
LL
?e
%
bpf
72
10
20
30
40
50
60
70
80
90
100
8
1-2-3
SPT-10
731.8-50
VERY SOFT TO SOFT GRAY MOIST SANDY
CLAY - ALLUVIUM
r
N
D
D
v
-
50
F-
AM PLES
N-COUNT
AND REMARKS
SEE
S
E
SPT-11
woh-1-1
SPT-12
woh-woh-wo
SILTY
55
726.8
55
60
721.8
60
SPT-13
woh-woh-3
-----------------------VERY
LOOSE TO FIRM GRAY WET CLAYEY SILTY
I
SAND
F-
-
ALLUVIUM
65
716.8
65
UD-2
r-
2.0-2.0
SPT-14
2-2-2
SPT-15
woh-3-3
70
711.8
70
N
I-
75
706.8
75
SPT-16
F-
80
NOTE GRAVEL OBSERVED
FROM
80.0
TO
IN
AT
SO
7018
SAMPLE INTERVAL
81.5
AUGER REFUSAL
5-6-8
SPT-17
82.2.
BORING
TERMiNATED
-
5-6-6
AT
82.2.
I-
1-
85
696.8
85
90
REMARKS
0
10
2
RESISTANCE
TESTING
STANDARD PENETRATION
HAMMER
PERFORMED USING AN AUTOMATIC
THIS RECORD
IS
A REASONABLE
IATERPRETATION
SUBSURFACE
CONDfr7ONS
AT THE EXPLORATION
AT OTHER
LOCATION
SUBSURFACE
CONDITIONS
LOCATIONS
AND AT OTHER T1MES MAY DtFFER.
lNTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS
BETWEEN
STRATA
NIAY BE GRADUAL.
OF
Driller
Akins
Prepared
ByJustice
Checked
By
PROJECT
TVA
DRILLED
March
PROJ. NO.
3043041009/0001
Kingston Ash
8
2004
BORING NO.
PAGE
0 MACTEC
A
2
B-1
OF
2
SEE
NOTE
SOUTH
SOIL CLASSIFICATION
L
AND REMARKS
E
G
E
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
WAS OFFSET
WEST OF B-1.
APPROXIMATELY
B-IA
5
BORING TERMINATED
AT
I
E
V
g
N
D
N
T
ft
78
PL
N COUNT
E
NM
%
LL
%
-10
Y
P
%
A
T
eto
? ?
r ?
FINES 0/6
SPT
20
1.8
22.0
AUGER BORING FROM 0.0 TO 5.0 USED FOR
HYDRAULIC
CONDUCTIVITY TESTING.
F-
SAMPLES
E
L
30
40
50
bpf
60
70
80
90
100
IN-SITU
7768
5.0
F-
10
77
r
15
766.8
15
761.8
20
F-20
I-
F-
1.
8
10
25
25
-756.8-30
-751.8-35
30
F-
35
746.8
F-
40
741.8
7u
L- 45
40
s
0
10
20
30
40
50
60
70
80
90
100
REMARKS
PROJECT
TVA
DRILLED
March
PROJ.
TMS RECORD
SUBSURFACE
LOCATION
LOCATIONS
INTERFACES
TRANSITIONS
IS A REASONABLE
INTERPRETATION
OF
CONDITIONS
AT THE EXPLORATION
AT OTHER
SUBSURFACE
CONDITIONS
AND AT OTHER TIMES MAY DIFFER.
BEWEEN STRATA ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
15 2004
3043041009/0001
BORING NO.
PAGE
I MACTEC
1
B-IA
OF
I
SOIL CLASSIFICATION
E
G
E
AND REMARKS
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
NOTE
B WAS OFFSET
SOUTH WEST OF B-1.
APPROXIMATELY
B-1
AUGER BORING
FROM 0.0 TO 5.0 USED FOR
HYDRAULIC
CONDUCTIVITY
TESTING.
-
5
BORING
TERMRJATED
AT
5.0
D
E
N
T
ft
78
%
%
NM
A
T
o?o
E
SPT
c %
10
20
30
%
FtNES
Y
P
LL
40
50
bpf
60
70
80
90
100
-776.8-5
771
-
5
76 6 8
-
20
761.8
-
25
756
-
30
751. 8
8
1
0
5
20
25
8
-746.8
r-
%
8
10
f-
PL
N COUNT
V
N
D
47.0-1
IN-SITU
SAMPLES
E
L
E
L
-35
30
40
40
-741.8-7u
L-
45
0
10
20
30
40
50
60
70
80
90
100
REMARKS
PROJECT TVA
THIS RECORD IS A REASONABLE
INTERPRETATION
SUBSURFACE
CONDTtONS AT THE EXPLORATION
LOCATION.
SUBSURFACE
CONDflIONS
AT OTHER
LOCATIONS
AND AT OTHER TN4ES MAY DIFFER.
INTERFACES
BEWEEN STRATA ARE APPROXIMATE
TRAN5IT10NS
BETWEEN STRATA MAY BE GRADUAL.
OF
Driller
Akins
Prepared
ByJustice
Checked
By
Kingston Ash
DRILLED
March
PROJ. NO.
3043041009/0001
15 2004
BORING NO.
PAGE
A MACTEC
Ail
1
B-1B
OF
1
-SYMBOLS
SOIL CLASSIFICATION
DE
AND REMARKS
P
T
H
SEE
KEY SYMBOL
AND
SHEET
FOR EXPLANATION
ABBREVIATIONS
BELOW.
E
L
E
V
N
D
OF
SLIGHTLY MOIST SILTY CLAY
RED-BROWN
WITH CHERT FRAGMENTS - FILL
DENSE TO FIRM GRAY SLIGHTLY MOIST
TO WET
CLAYEY / SILTY SAND
ASH
STIFF
L
E
AMPLES
NM%
PL%
LL%
N-COUNT
D
f FINES%
Y
P
N
ft
79
y?
S
SPT
to
bpf
?
E
T
10
20
30
40
50
60
70
80
90
100
5.3
SPT-1
5-5-16
-
r
5
790
3-UD
--.
0
I
SPT-2
F-
785
10
780
15
18-30-14
10
20
10-I
I-
20
1-17
.
15
UD-2
I-
5
3
SPT-3
F--
5
1
775
0-2.0
SPT-4
13-23-26
SPT-5
10-8-16
SPT-6
8-14-14
3
20
25
25
770.3-Q
1
F-
30
765.3
NOTE AT ABOUT 30.0 STARTED INTRODUCING
WATER INTO THE HOLE TO REDUCE PPIING OF
SUBSURFACE
30
SPT-7
4-4-8
SPT-8
woh-1-1
SPT-9
2-4-5
MATERIALS TNTO AUGERS.
-----------------------VERY
SOFT GRAY WET SANDY SILTY CLAY ASH
-
35
40
760.3
AND
STIFF
TO VERY SOFT BROWN RED-BROWN
OLIVE BROWN
MOIST TO WET SILTY CLAY WITH
CHERT FRAGMENTS
AND SOME
COAL FRAGMENTS
ASH - FILL
.o
40
755.3
-7cn
45
35
z
0
REMARKS
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
1\TERFACES
TRANSI77ONS
20
30
40
50
60
70
80
90
100
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT
TVA
DRILLED
March
PROJ.
TWS
10
IS A REASONABLE
INTERPRETATION
OF
CONDITIONS
AT THE EXPLORATION
SUBSURFACE
CONDITIONS
AT OTHER
AND AT OTHER TIMES MAY DIFFER
BEWEEN STRATA
ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
Byaustice
Checked
By
NO.
Kingston Ash
4
2004
3043041009/0001
BORING NO.
PAGE
? MACTEC
1
B-2
OF
2
SOIL CLASSIFICATION
L
AND REMARKS
G
E
V
N
D
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
AMPLES
NMio
PLio
N-COUNr
1
E
SEE
S
E
L
E
T
Y
D
E
N
ft
A
o e
P
FINES
SPT
o
T
10
20
30
40
LL?o
%
bpf
50
60
70
80
90
100
7 50.3
TO VERY SOFT BROWN RED-BROWN
AND
OLIVE BROWN
MOIST
TO WET SILTY CLAY WITH
COAL FRAGMENTS
CHERT FRAGMENTS
AND SOME
ASH - FILL
STIFF
UD-3
?.
f-
50
-ASH
VERY
f-
-
GRAY.
LOOSE
WET
SILTY
woh-woh-wo
SPT-11
woh-woh-I
SPT-12
woh-l-woh
50
\
CLAYEY SAND
740.3
60
55
735.3
VERY
SOFT
TO STIFF ORANGE BROWN AND OLIVE
SILTY
SANDY CLAY WITH A
ALLUVIUM
GRAY WET TO MOIST
-
SPT-10
745.3
55
FEW ROOTS
1-
0-2.0
60
SPT-13
6-3-1
SPT-14
1-woh-1
/
-
65
_-
730.3-
65
-75
70
70
725.3
UD-4
2.0-2.0
SPT-15
-
75
4-2-5
720.3
-----------TO FIRM OLIVE GRAY WET
CLAYEY SAND
ALLUViUM
-----VERY
LOOSE
SILTY
SPT-16
1-4-6
0
1
i
-
80
715.3
SPT-17
woh-1-1
85
710.3
SPT-18
AUGER
REFUSAL
AT
87.5.
BORING
TERMINATED
5-10-8
AT
87.5.
?nc
z
0
REMARKS
STANDARD
PERFORMED
PENETRATION
USING
RESISTANCE
AN AUTOMATIC
20
30
40
50
60
70
80
90
1
TESTiNG
HAMMER.
PROJECT TVA
THIS RECORD IS A REASONABLE
iNTERPRETATION
SUBSURFACE
COWri70NS AT TIE EXPLORATION
LOCATION.
CONDITIONS
AT OTHER
SUBSURFACE
LOCATIONS
AND AT OTHER TR.tES MAY DIFFER.
1.TERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSIT7ONS
BETWEEN STRATA MAY BE GRADUAL.
10
OF
Driller
Akins
Prepared
ByJusuce
Checked
By
Kingston Ash
DRILLED
March
PROJ. NO.
3043041009/0001
4 2004
BORING NO.
PAGE
A MACTEC
Aj
2
B-2
OF
2
DE
SOIL CLASSIFICATION
L
E
p
AND REMARKS
E
G
E
L
E
T
H
0
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
N
D
S
AM PLES
PL
D
T
Y
N
P
V
ft
T
E
o
SOUTH
B-2A
WAS
WEST OF
APPROXIMATELY
OFFSET
FIN
0
Fo
flE
0
20
LL ?o
NM ?o
I.
Zo
1
NOTE
io
N-COUNT
I
3
0
40
ES %
SP T
50
bp f
60
70
80
9
0
10 0
795 3
15.0
B-2.
AUGER BORING FROM 0.0 TO 5.0 USED FOR
HYDRAULIC
CONDUCTIVITY TESTING.
IN-SITU
79 0 3
F-
5
-
10
78
-
15
7 80
3
r20
775.
3
r
25
770.3
25
-
30
765.3
30
-
35
760.3
35
-
40
755.3
40
45
?cn
M
L-
BORING
TERMINATED
AT
5.0
5
3
z
5
-15
10
20
1
0
10
20
30
40
50
60
70
80
90
100
REMARKS
PROJECT
TVA
DRILLED
March 15 2004
PROJ.
IS
RECORD
A REASONABLE
INTERPRETATION
SUBSURFACE
CONDITtONS
AT THE
EXPLORA77ON
LOCATION. SUBSURFACE
AT OTHER
CONDITIONS
IACATIONS
AND AT OTH.ER TIMES MAY DIFFER
INTERFACES
BEWEEN STRATA
ARE APPROa1MATE.
TRANSI77ONS
BETWEEN STRATA
MAY BE ORADUAL.
THIS
OF
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
a MACTEC
14
I
B-2A
OF
1
SOIL CLASSIFICATION
L
SEE
S
0
KEY SYMBOL SHEET FOR EXPLANATION
SYMBOLS AND ABBREVIATIONS
BELOW.
VERY STIFF GRAY SLIGHTLY
CLAYEYSILT-ASH
-
F--
-
F-
OF
v
N
D
ft
D
T
N
P
T
E
SPT-1
MO1ST
o
%
LL
%
-10
-??
SPT
?6
?
Mr
NM
io
20
30
40
50
/o
bpf
60
70
80
90
100
3-8-12
TG
5
805
10
8
5
SPT-2
7-16-18
SPT-3
12-22-27
800 8
795
15
20
790
25
785
?
F-
PL
810.8
MOIST SANDY
DENSE TO VERY LOOSE GRAY SLIGHTLY
WET SILTY CLAYEY SAND - ASH
-
SAMPLES
E
N COUNT
AND REMARKS
30
780
10
8-.
15
8--.
8-30
SPT-4
2-5-5
SPT-5
2-3-2
SPT-6
woh-1-1
20
8-.
25
SPT-7
10
woh-woh-1
I
-
35
775.8
35
SPT-8
1-1-2
SPT-9
10-18-18
?
C?
0
-
40
77
0.
40
8
E
0
0
F
O
?L
45
??c
a
0
REMARKS
10
20
30
40
50
60
70
80
90
100
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED
USING AN AUTOMATIC
HAMMER.
PROJECT
TVA
DRILLED
March
PROJ.
THIS RECORD IS A REASONABLE
INTERPRETATION
SUBSURFACE
CONDITIONS
AT THE EXPLORATtON
LOCATION
SUBSURFACE
CONDITIONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
n.TERFACES
BEWEEN STRATA
ARE APPROXiMATE.
TRANSITIONS
BETWEEN STRATA
MAY BE GRADUAL.
OF
Driller
Prepared
Checked
Akins
ByJustice
By
NO.
Kingston Ash
3 2004
3043041009/0001
BORING NO.
PAGE
a MACTEC
.
1
B-3
OF
2
SOIL CLASSIFICATION
DE
AND REMARKS
P
T
H
4P
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
DENSE TO VERY LOOSE GRAY SLIGHTLY
WET SILTY / CLAYEY SAND - ASH
MOIST
L
E
E
L
E
V
N
D
ft
TO
SA M PLES
NM
P
L?/o
N-COUNT
T
1
D
A
FINE
0
P
IEj
1
S
LL
%
SPT bpf
E
T
10
20
30
%
40
50
60
70
8
-0
90
10 0
765.8
7-17-14
SPT-10
---------------------VERY
SOFT GRAY WET SANDY SILTY CLAY ASH
-
50
760.8
50
F-
SPT-1
I
woh-woh-I
---------------VERY
SAND
ASH
LOOSE GRAY
WET.
-
55
755.8
55
F-
1-2-1
SPT-12
VERY SOFT BROWN WET SILTY
FILL
AND CHERT FRAGMENTS
CLAY WITH
COAL
-
-
LOOSE GRAY WET CLAYEY SILTY
GRAVEL-ASH
F-
60
750.8
60
SPT-13
woh-woh-I
SPT-14
4-4-4
SAND WITH
65
745.8
65
ATTEMPTED
TO SEAT
SPLIT-SPOON
BUT REFUSED AT 50.0. SUBSURFACE
HAVE
PIPED IN AUGERS.
MATERIAL SUSPECTED
TO
WITH WATER WAS
FLUSHING
OF BOREHOLE
NOTE AT A DEPTH
OF
70.0
UNSUCCESSFUL.
7408
70
75
735.8
75
r
80
730
8
r
85
725
8
90
7n
I-
I-
70
REMARKS
BORING
TERMINATED
AT
70.0
80
8
R
-
--
--
--
--
--
--
--
...
RESISTANCE
TESTING
STANDARD PENETRATION
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT TVA
RECORD
IS A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDCRONS AT THE EXPLORATION
LOCATION.
SUBSURFACE
CONDITIONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
ARE APPROXIMATE.
INTERFACES
BEWEEN STRATA
TRANSrflONS
BETWEEN STRATA MAY BE GRADUAL
Kingston Ash
DRILLED
March
PROJ. NO.
3043041009/0001
3
2004
THlS
Driller
Akins
Prepared
ByJustice
Checked
By
le.
gr
BORING NO.
PAGE
MACTEC
2
B-3
OF
2
SOIL CLASSIFICATION
AND REMARKS
SEE
KEY SYMBOL SHEET FOR EXPLANATION
SYMBOLS AND ABBREVIATIONS
BELOW.
TO VERY
WET CLAYEY
STIFF
-
F-
F-
/
SOFT GRAY SLIGHTLY
SANDY SILT
ASH
MOIST
OF
L
E
E
L
E
V
D
?Zo
S
E
10
800
795
15
20
2-3-6
SPT-3
3-2-2
60
70
90
100
UD-1
0-2.0
6-.
15
woh-1-1
6
785
20
0-2.0
woh-woh-wo
6
25
woh-woh-wo
-35
30
30
780.6-SPT-7
775.6
TO FIRIvI GRAY VERY MOIST
CLAYEY SAND
ASH
VERY
FIRM
SILTY
/
NOTE
ABOUT
woh-woh-wo
SPT-8
woh-l-woh
SPT-9
4-12-14
TO WET
-
DRILLER
REPORTED
STIFF DRILLING
AT
40
770.6
38.0.
?cc
A
0
REMARKS
STANDARD
PERFORMED
PENETRATION
USING
RESISTANCE
AN AUTOMATIC
IS A REASONABLE
INTERPRETATION
OF
CONDIIIONS
AT THff EXPLORATION
CONDITIONS
AT OTHER
SUBSURFACE
AND AT OTHER TIMES MAY DIFFER
BEWEEN STRATA
ARE APPROXIMATE.
MAY BE GRADUAL
BETWEEN STRATA
10
20
30
40
50
60
70
80
90
100
TESTING
HAMMER.
PROJECT
Kingston Fossil Plant
DRILLED
March 23 2004
BORING NO.
3043041009/0001
PAGE
PROJ.
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANSITIONS
80
bpf
50
10
SPT-6
TFIIS
40
5
SPT-2
SPT-5
-
30
%
6-.
790
25
20
?
6-.
UD-2
-
SPT
10
LL
3-6-7
SPT
F-
NM ?u
6
SPT-1
805
a
FINES
P
T
-
5
PL
Y
N
ft
8 10.
AMPLES
N-COUNT
N
D
TO
S
Driller
Akins
Prepared
Bylustice
Checked
By
NO.
-
Ash Diposal Area
a MACTEC
lei
1
B-4
OF
3
SOIL CLASSIFICATION
DE
AND REMARKS
P
T
H
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
FIRM GRAY VERY MOIST
SAND-ASH
TO WET
SILTY
/
CLAYEY
L
E
E
G
L
E
E
V
N
D
S
LL%
NM%a
PL?a
T
Y
D
E
N
T
ft
765
AM PLES
N-COUNT
1
P
E
f
FINES
SPT
o ??o
r
10
20
30
40
50
o
/o
bpf
60
70
80
90
100
6
SPT-10
8-11-10
UD-3
0-2.0
----------------------SOFT
GRAY W ET CLAYEY SANDY SILT ASH
-
-
760.6
50
50
755.6-55
750.6-60
SPT-I
VERY LOOSE TO LOOSE
AS H
SAND
55
F__
-
r
-
GRAY WET CLAYEY
SILTY
-
60
l
2-2-1
SPT-12
1-2-1
SPT-13
1-1-2
SPT-14
1-3-2
40
745.6
65
70
65
740.6
70
SPT-15
woh-woh-wo
SPT-16
woh-woh-wo
-----------------------VERY
SOFT GRAY WET CLAYEY S1LT ASH
-
NOTE AT SAMPLE
SPLIT-SPOON
F-
_
75
INTERVAL
FROM 75.0 TO
DROPPED UNDER THE WEIGHT
76.5
OF THE
735.6
75
TOOLS.
80
80
730.6-SPT-17
woh-woh-wo
NOTE
-
85
DRILLER
REPORTED CLAYEY ALLUVIAL
SAND
T ABOUT 83.9
VERY LOOSE TO LOOSE GRAY YELLOW-BROWN
AND OLIVE GRAY WET CLAYEY SAND WITH A FEW
ROOTS ALLUVIUM
85
725.6
-
SPT-18
L_
79n
90
1-2-1
a
0
REMARKS
20
30
40
50
60
70
80
90
100
RESISTANCE
TESTING
STANDARD PENETRATION
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT TVA
DRILLED
PROJ.
RECORD
IS A REASONABLE
INTERPRETATION
SUBSURFACE
CONDIJIONS
AT THE EXPLORATION
LOCATSON.
AT OTHER
SUBSURFACE
CONDITIONS
LOCATIONS
AND AT OTHER TIMES MAY DIFFER
INTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANStT70NS
BETWEEN STRATA MAY BE GRADUAL.
THiS
10
OF
Driller
Akins
Prepared
Bylustice
Checked
By
NO.
Kingston Ash
March 23 2004
3043041009/0001
BORING NO.
PAGE
I MACTEC
2
B-4
OF
3
SOIL CLASSIFICATION
AND REMARKS
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
SEE
VERY LOOSE TO LOOSE
AND
OLIVE
ROOTS
_
-
L
E
E
L
E
V
N
D
SA M PLES
D
g
N
ft
T
P
E
GRAY WET CLAYEY SAND WITH A FEW
-UD-4
105
%
-10
FINES
SPT
20
30
40
50
bpf
60
70
80
00
90
0-2.0
ALLUVIUM
SPT-19
1-2-1
UD-5
0-2.0
95
4-4-3
SPT-20
_
Zo
c
LL
715.6
BORING
100
p
to
?
%
NM
io
A
T
Y
720 6
GRAY YELLOW-BROWN
95
_
Pl_
N-COLTNT
TERMINATED
AT
98.5
100
710.6
105
-705.6-110
- 110
700.6
I-
?-
F-
12
12
13
15
I
695.6
690.6
120
685.6
125
680.6
130
1
6756
13
REMARKS
e
.
nn
nn
PENETRATION
RESISTANCE
TESTING
STANDARD
HAMMER.
PERFORMED USING AN AUTOMATIC
PROJECT
TVA
DRILLED
March 23 2004
PROJ.
IS A REASONABLE
NTERPRETATION
THIS RECORD
CONDI770NS
AT THE EXPLORATION
SUBSURFACE
LOCATION.
SUBSURFACE
CONDtTIONS
AT OTHER
LOCATIONS
AND AT OTHER T1MES MAY DIFFER.
ARE APPROXlMATE.
1NTERFACES
BEWEEN STRATA
MAY BE GRADU/.L
TRANSITIONS
BETWEEN STRATA
OF
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
? MACTEC
3
B-4
OF
3
L
E
SOIL CLASSIFICATION
AND REMARKS
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
SEE
AUGER
NOTE
EAST
-
10
BORING
L
PL
%
NM
G
E
H
V
N
D
%
LL
%
N-COUNT
I
f
D
E
P
N
T
ft
FINES
SPT
N
C
?-
fV
?
M
10
20
30
40
50
/o
bPf
60
70
80
90
100
810.6
BORING
OF
SAMPLES
E
B-4A
WAS
OFFSET
ABOUT
3
FEET
B-4.
-
805.6
-?
800.6
-J
795.6
10
-
15
UD-1
VERY LOOSE GRAY VERY MOIST
S1LTY SAND - ASH
TO WET CLAYEY
SPT-l
-20-
790.6
I-25-?
785.6
-
20
UD-2
0-2.0
UD-3
1.2-2.0
-?
SPT-2
BORING
r
AT
780.6
-35-
775.6
-
770.6
40
BE
woh-woh-wo
28.5
-I
f-
30
TERMINATED
-
30
-r
35
40
-1
L-
45?
REMARKS
765.6
10
STANDARD PENETRATION
RESISTANCE
TESTING
PERFORMED USING AN AUTOMATIC
HAMMER.
NO GROUND WATER ENCOUNTERED AT TIME OF
PROJECT
TVA
DRILLED
March 24 2004
EXPLORATION.
PROJ.
RECORD IS A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDtT70NS
AT THE EXPLORATION
LOCATION. SUBSURFACE
CONDr1lONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
INTERFACES
BEWEEN
STRATA
ARE APPROXIMATE
TRANSITIONS
BETWEEN
STRATA
MAY BE GRADUAL
TFDS
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
20
30
40
50
60
70
80
90
100
Kingston Ash
3043041009/0001
BORING NO.
PAGE
a MACTEC
lei
1
B-4A
OF
1
SOIL CLASSIFICATION
AND REMARKS
SEE KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
TO VERY LOOSE GRAY SLIGHTLY
CLAYEY SILTY SAND - ASH
FIRM
WET
TO
MOIST
L
E
E
L
E
V
N
D
S
AMPLES
PL
h
NM
/n
LL
a
80
90
N-COUNT
T
D
P
N
ft
A
FINES
Y
/e
bpf
SPT
Zo
E
T
10
20
30
40
60
50
70
100
810 2
SPT-1
3-6-7
2-0
805 2
5
SPT-2
800.
1-1-1
1
SPT-3
2-2-2
-11
15
795.2-SPT-4
1-woh-I
790.2-20
SPT-5
woh-2-1
25
785.2-SPT-6
woh-woh-wo
30
780.2-SPT-7
-SPT-8
--VERY
woh-woh-wo
35
775.2
VERY
ASH
STIFF
SUGHTLY
GItAY
MOIST CLAYEY
S1LT
8-12-15
- --- - - -- - -- - --- -- - FIRM GRAY.
SLIGHTLY
MOIST
SILTY
SAND
ASH
770.2-NOTE
BORING
TERMINATED
DUE TO DIFFICULT
40
SPT-9
5-11-14
DRILLiNG.
BORING
TE
INATED
AT
41.5
-rcc?
0
REMARKS
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USfNG
AN AUTOMATIC
HAMMER.
NO GROUND WATER ENCOUNTERED AT TIME OF
10
PROJECT
Kingston Fossil Plant
DRILLED
March 1 2004
20
-
30
40
50
60
70
80
90
100
Ash Diposal Area
EXPLORATION.
BORING NO.
B-5
11
PROJ.
TWS
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
IS
A REASONABLE
INTERPRETATION
CONDITIONS
AT THE EXPLORATION
SUBSURFACE
CONDRIONS AT OTFER
AND AT OTHER TIMES MAY DIFFER
BEWEEN STRATA ARE APPROXIMATE.
BE7WEEN STRATA MAY BE GRADUAL.
-INTERFACES
TRANSITIONS
NO.
3043041009/0001
OF
Driller
Akins
Prepared
ByJustice
Checked
By
O-//j
PAGE
MACTEC
1
OF
I
DE
SOIL CLASSIFICATION
L
AND REMARKS
G
E
E
V
P
T
H
AUGER BORING
NOTE
BORING
NORTH OF
FROM
B-5A
0.0
WAS
TO
45.0
-
N
D
3
NM
/Y
E
N
T
A
?
Y
a
%
FINES
SPT
P
?a
LL
bpf
E
10
20
30
40
50
60
70
80
90
100
2
FEET
B-5.
5
805.2
5
1-
D
ft
810
ASH
ABOUT
OFFSET
PL
N-COUNT
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
SEE
SAM PLES
E
10
800.2
-
10
-15
795.2
V-
--790
2-20
15
-
20
-
25
785
-
30
780.2
25
2
30
35
775.2
?
770
40
2
765.2
_
SOIL TEST
REMARKS
RESISTANCE
TESTING
STANDARD
PENETRATION
PERFORMED USING AN AUTOMATIC HAMMER.
PROJECT TVA
THIS RECORD
IS A REASONABLE
R.TERPRETAl70N
SUBSLRFACE
CONDITIONS
ATTHE
EXPLORATION
LOCATION.
SUBSURFACE
CONDI77ONS
AT OTHER
LOCATIONS
AND AT OTkFR TIMES MAY DIFFER.
BEWEEN STRATA
ARE APPROXLMATE
INTERFACES
MAY BE GRADUAL.
TRANSft10NS BETWEEN STRATA
OF
Driller
Akins
Prepared
ByJustice
Checked
Bv
?n
?n
-n
e
nn
?
nn
BORINGRECO
Kingston Ash
DRILLED
March
PROJ. NO.
3043041009/0001
2 2004
BORING NO.
PAGE
? MACTEC
I
B-5A
OF
3
SOIL CLASSIFICATION
DE
AND
P
T
H
SEE
L
E
REIvIARKS
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
45
GRAY. MOIST
CLAYEY SILT - ASH
STIFF
E
V
N
D
ft
765
TO VERY MOIST SANDY
S
AMPLES
MOIST
-
50
P
E
N
T
30
40
50
bpf
60
70
80
90
100
3-4-10
7-11-13
1-1-4
60
60
2-7-6
65
65
1-6-8
70
740.2
70
2-3-4
75
735.2
75
SPT-7
F-
20
h
55
SPT-6
F-
SPT
10
%
755.2
55
745.2-SPT-5
r-
f FINES
a e
_ r0
LL
760.2-50
750.2-SPT-4
?-
%
NM
2
SPT-3
r
%
T
Y
D
SPT-2
?-
PL
N COUNT
1
SPT-1
VERY FIRM TO FIRM TO VERY LOOSEGRAY
ASH
TO WET CLAYEY SILTY SAND
F-
G
E
L
E
80
woh-woh-wo
80
730.2
VERY
AND
SOFT
OLIVE
SPT-8
TO STIFF OLIVE GRAY ORANGE BROWN
BROWN VERY MOIST TO SLIGHTLY
SILTY CLAY
ALLUVIUM
MOIST SANDY
woh-woh-2
-
85
1-6-7
SPT-9
725.2-_
n?
REMARKS
0
10
20
30
40
50
60
70
80
90
1
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT
Kingston Fossil Plant
DRILLED
March
PROJ.
THIS RECORD IS A REASONABLE
INTERPRETATION
OF
SI.BSURFACE CONDITIONS
AT THE EXPLORATION
AT OTHER
LOCATION.
SUBSURFACE
CONDf7lONS
LOCATIONS
AND AT OTHER TIMES MAY DIFFER
INTERFACES
BEWEEN STRATA
ARE APPROXIMATE.
TRANSIT7ONS
BETWEEN STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
2
2004
3043041009/0001
-
Ash Diposal Area
BORING NO.
PAGE
MACTEC
2
B-5A
OF
3
SOIL CLASSIFICATION
PL
NM -A
/L
LL
?n
N CoUNT
AND REMARKS
SEE
SA M PLES
E
L
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
c
E
E
V
N
D
E
N
h
D
720
TO STIFF OLIVE GRAY ORANGE BROWN
AND OLIVE BROWN VERY MOIST TO SLIGHTLY
MOIST SANDY SILTY CLAY - ALLUVIUM
VERY SOFT
T
-FrNo 0/6
T
Y
P
SPT
0 9
Y S
to
E
10
20
30
40
50
bpf
60
_
70
80
90
100
2
5-7-7
SPT-10
-----------------------VERY
LOOSE TO FIRM GRAY WEY SILTY CLAYEY
SAND
-
ALLUVIUM
_-
95
F-
-/
715.2
95
f
woh-woh-woh
SPT-Il
100
710.2
100
1--
SPT-12
BORlNG TERMINATED
F-
-
A
3-7-8
101.5
105
705.2
105
110
110
-700.2-5
-
115
-
120
0
695.2
1
1
120
-690.2-125
-685.2-130
0
680.2
6751
REMARKS
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT TVA
INTERPRETATION
OF
TFDS RECORD IS A REASONABLE
SUBSURFACE
CONDI77ONS
AT THE EXPLORATION
LOCATION.
SUBSURFACE
COtDIT1ONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
C.TERFACES
BEWEEN STRATA ARE APPROXIMATE
TRANSITIONS
BETwEEN STRATA MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
By.
Kingston Ash
DRILLED
March
PROJ. NO.
3043041009/0001
2
2004
BORING NO.
PAGE
0 MACTEC
3
B-5A
OF
3
D
SOIL CLASSIFICATION
E
P
AND REMARKS
T
H
SHEET FOR EXPLANATION OF
SEE KEY SYMBOL
SYMBOLS AND ABBREVIATIONS
BELOW.
0
-
L
E
E
E
V
N
D
AM PLES
D
E
804
P
799
10
794
15
20
789
--
-- - - -- -- -- -
LOOSEGRAY
SLIG-1TLY
--
MOIST SILTY SAND
20
30
40
50
bp f
60
70
80
90
1
5-.
00
10
3-3-3
5-0
5-.
15
woh-woh-1
2
0-2.0
1-2-3
WET SANDY
SILTY
CLAY
-
774.
2-1-2
UD-2
SPT-8
VERY STIFF TO SOFT GRAY SLIGHTLY
WET SANDY / CLAYEY SILT - ASH
40
MOIST
0-2.0
woh-woh-wo
TD
40
769.5-SPT-9
5-8-9
Q
YGA
45
G
0
REMARKS
10
20
30
40
50
60
70
80
90
100
RESISTANCE
TESTING
STANDARD
PENETRATION
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT
TVA
DRILLED
March 10 2004
PROJ.
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANS1T70NS
30
5-35
SPT-7
ASH
35
5-6-10
7795
___________________?
VERY SOFT GRAY
TIflS
0
--A
-VERY
-----
ASH
L-
1
2-7-11
SPT-6
-
%
784.5-25
F-25
-
ES
6-10-12
SPT-5
30
FIN
SP T
o ? o
N?.
UD-1
-
?io
5
SPT13
F-
e
5-5
E
T
SPT-3
-
N
A
SPT-2
f-
%
@
T
SPT-1
5
PL
N-COUNT
I
R
809
VERY STIFF TO VERY SOFT GRAY. DRY TO WET
SANDY CLAYEY SILT - ASH
S
L
IS
A REASONABLE
INTERPRETATION
OF
CONDITIONS
AT THE EXPLORATION
SUBSURFACE
CONDITIONS
AT OTHER
MAY DIFFER.
AND AT OTHER TIMES
BEWEEN STRATA
ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3b43041009/0001
BORING NO.
PAGE
a MACTEC
04
1
B-6
OF
2
L
E
SOIL CLASSIFICATION
DE
AND REMARKS
P
T
H
KEY SYMBOL SHEET FOR EXPLANATION
SYMBOLS AND ABBREVIATIONS
BELOW.
SEE
OF
G
E
L
E
E
V
N
D
ft
WET
-
-
TO SOFT GRAY. SLIGHTLY MOIST
SANDY
CLAYEY SILT - ASH
STIFF
TO
i
t
E
E
T
cv
LL
%
-10
N-COUN1-
N
%
NM
A
D
SPT-10
FiNES
SPT
E
r
20
30
40
50
bpf
60
70
80
90
100
3-2-1
759.5-50
754.5-55
50
55
SPT-11
8-10-10
SPT-12
2-1-3
749.5-6
0
60
F-
PL
764.5
4ft5
VERY
SAMPLES
I
SPT-13
2-4-10
SPT-14
1-3-4
SPT-15
14-3
-- - - - -- -- ----- -- - - -- -GRAY WET
LOOSE
-
65
FiRM
SILT
0
F-
-
ASH
NOTE AT ABOUT 65.0 STARTED INTRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPING
SUBSURFACE
-
SAND
SILTY
-
MATERIALS
744.5
65
OF
INTO AUGERS.
TO VERY SOFTGRAY
ASH
WET
SArDY CLAYEY
_
70
739.5
70
75
75
734.5-SPT-16
-85
729.5-VERY
TO VERY STIFF OLIVE GRAY TO OLIVE
BROWN VERY MOIST TO SLIGHTLY MOIST SILTY /
SANDY CLAY WITH A FEW ROOTS - ALLUVIUM
SOFT
?
v
0
8
e
DRILLING.
BORING
0
?
c
DUE TO DIFFICULT
TERMINATED
AT 865
80
SPT-17
-
NOTE BORING TERMINATED
woh-woh-1
woh-woh-wo
724.5
SPT-18
1-8-9
I
O
7ioc
0
REMARKS
STANDARD
PERFORMED
PENETRATION
USING
RESISTANCE
AN AUTOMATIC
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANSfl7ONS
IS A REASONABLE
AT
CONDMONS
INTERPRETATION
OF
THE EXPLORATION
CONDTTiONS
AT OTHER
AND AT OTHER TIMES MAY DIFFER
BEWEEN STRATA ARE APPROXIMATE
BETWEEN STRATA MAY BE GRADUAL
20
30
40
50
60
70
80
90
100
TESTTNG
HAMMER.
PROJECT
TVA
DRILLED
March 10 2004
PROJ.
THIS
10
Driller
Akins
SUBSURFACE
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
? MACTEC
2
B-6
OF
2
SOIL CLASSIFICATION
L
E
AND REMARKS
EP
G
T
H
SEE
R
0
STIFF
-
E-
5
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
GRAY
SLIGHTLY
E
V
N
D
ft
767
MOIST SANDY
CLAYEY
S
E
L
E
FIRM GRAY SLIGHTY
RED-BROWN
%
%
NM
T
Y
D
E
P
N
E
T
0
f
FINES
SPT
? 9
? N M
10
20
30
40
50
LL
%
bpf
60
70
80
90
100
SILT
SPT-1
3-5-5
SPT-2
4-6-7
762.0
MOIST SILTY SAND AND
CLAY FILL
SILTY
PL
N-COUNT
ASH
STIFF
AM PLES
1
5
-
41
N/?/
?.
TO VERY LOOSE
SAND - ASH
FIRM
-
-
-
-
GRAY WET CLAYEY
SILTY
10
10
757.0-SPT-3
6-7-6
752.0-SPT-4
woh-woh-wo
15
15
20
20
NOTE AT ABOUT 20.0 STARTED INTRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPING
SUBSURFACE MATERIALS INTO AUGERS.
7470
OF
SPT-5
woh-1-1
SPT-6
1-4-4
SPT-7
1-2-1
25
742.0
25
SOFT GRAY WET SANDY
f-
I
SILTY
CLAY
-
ASH
30
737.0
30
VERY SOFT TO FIRM GRAY. OLIVE BROWN AND
WET TO SLIGHTLY MOIST
LIGHT ORANGE BROWN
SANDY / SILTY CLAY WITH A TRACE OF COAL
ALLUVIUM
FRAGMENTS
35
7320
-SPT-8
woh-woh-wo
-
40
727.0
SPT-9
770
woh-4-3
n
---
0
REMARKS
10
20
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT TVA
Kingston Ash
DRILLED
March 11 2004
PROJ. NO.
3043041009/0001
BORING NO.
PAGE
l
THIS
OF
IS
A REASONABLE
INTERPRETATION
COT.Dr1tONS AT THE EXPLORATION
AT OTHER
SUBSLRFACE
CONDITtONS
AND AT OTHER TR.ffS
MAY DIFFER.
BEWEEN STRATA ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAt..
RECORD
Sl1BSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANStT1ONS
Driller
Akins
Prepared
ByJustice
Checked
By
Ar
MACTEC
1
B-7
OF
2
SOIL CLASSIFICATION
DE
L
T
H
SEE KEY SYMBOL SHEET FOR EXPLANATION
BELOW.
SYMBOLS AND ABBREVIATIONS
OF
?
E
E
V
N
D
D
E
N
T
ft
722
TERMINATED
AT
NM
%
A
FINF-S
Y
P
Zo
SPT
o
LL o?u
%
bpf
E
10
20
30
40
50
60
70
80
90
100
0
woh-1-2
46.5
50
717.0
50
I-
%
T
SPT-10
BORING
PL
N-COUNT
AND REMARKS
P
SA M PLES
E
55
55
I-
-712.0-60
F-
60
707.0
65
702.0
65
F-
70
697.0
70
75
692.0
75
80
687 0
80
?-
85
682
85
I-
L-
90
an
f-
I-
REMARKS
RECORD
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANSt17ONS
---_
PENETRATION
TESTING
STANDARD
RESISTANCE
PERFORMED USING AN AUTOMATIC
HAMMER
PROJECT
TVA
DRILLED
March 11 2004
BORING NO.
3043041009/0001
PAGE
PROJ.
THSS
0
IS A REASONABLE
INTERPRETATION
OF
COND1710NS
AT THE EXPLORATION
AT OTHER
SUBSURFACE
COND177ONS
AND AT OTHER TIMES MAY DIFFER.
BEWEEN STRATA
ARE APPROXIMATE.
BETWEEN STRATA
MAY BE GRADUAL.
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
a MACTEC
1-4
2
B-7
OF
2
SOIL CLASSIFICATION
DE
L
AND REMARKS
G
E
D
E
V
H
N
D
E
SEE
0
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
MOIST SANDY
FIRM GRAY SLIGHTLY
- ASH
P
E
T
TO VERY LOOSE GRAY SLIGHTLY
MOIST SILTY / CLAYEY SAND - ASH
SPT
?o
N?
10
20
30
40
u
?u
bpt
50
60
70
80
90
100
6
2-3-3
5
768.6
UD-I
0-0.8
SPT-2
9-10-10
10
763.6
10
-VERY
NOTE RED-BROWN
SILTY CLAY WAS OBSERVED
THE SAMPLE OBTAINED FROM 12.0 TO 13.5.
15
UD-2
1.0-2.0
SPT-3
2-2-I
INz
- - - -- -- - - -- - - - - - - - -WET
SANDY CLAYEY SILT
ASH
SOFT GRAY
-
NOTE AT ABOUT 15.0 STARTED INTRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPING OF
INTO AUGERS.
SUBSURFACE MATERIALS
15
7586
SPT4
1-woh-woh
4
1
-I-
FINES
LL
TO
MOIST
5
r
L
SILT
SPT-I
FIRM
NM
ie
T
N
ft
773
CLAYEY
PL
N?o?
T
P
?-
SA M PLES
E
VERY LOOSE TO VERY FIRM GRAY WET TO MOIST
ASH
CLAYEY SILTY SAND
-
r
748
25
----------------------WET.
GRAVELLY SAND
ASH
GRAY
F1RM
-
743
30
f-
20
753.6
20
F-
UD-3
1.7-2.0
SPT-5
1-1-1
25
6
6-30
6-40
UD-4
0-0.6
SPT-6
2-11-14
SPT-7
r
35
r
4
BORING
TERMINATED
AT
35
7386
35.0
-733
729
4
REMARKS
2-7-8
b
RESISTANCE
TESTING
STANDARD PENETRATION
HAMMER.
PERFORMED USING AN AUTOMATIC
PROJECT
Kingston Fossil Plant
DRILLED
March 19 2004
BORING NO.
3043041009/0001
PAGE
PROJ.
RECORD
IS
A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDIIlONS
AT THE EXPLORATION
AT OTHER
LOCATION. SUBSURFACE
CONDiTIONS
LOCATIONS
AND AT OTHER TDAffS MAY DIFFER.
IhTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRA7SI17ONS
BETWEEN STRATA MAY BE GRADUAL
T1ES
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
-
Ash
Diposal
Area
a MACTEC
l
B-8
OF
I
SO IL CLASSIFICATION
DE
L
T
H
N
D
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
SEE
0
G
E
AUGER
FROM
BORING
NOTE BORING
B-8A
SOUTH EAST OF
0.0
WAS
TO
35.0
OFFSET
-
0
T
D
V
E
P
N
ft
E
T
?oo
SPT
?o
?
20
10
30
40
LL?%
%
FINES
bpf
50
60
70
80
90
100
773 6
ASH
ABOUT
E
NM%
PL o
N COUNT
AND REMARKS
P
SA M PLES
E
3.0
FEET
B-8.
5
5
?-
768.6-I0
r-
10
763.6-?
758.6
15
6-753
20
20
-
25
748
-
30
F-
15
f-
6-25
30
743.6-NOTE
F-
-
35
AT ABOUT 35.0 STARTED INTRODUCiNG
WATER INTO THE BOREHOLE TO REDUCE PIPING OF
SUBSURFACE MATERIALS INTO AUGERS.
LOOSE TO VERY LOOSE WET CLAYEY S1LTY SAND
ASH
738
35
6
SPT-1
2-2-3
40
4
733.6-SPT-2
40
728_6
4
REMARKS
1-2-1
20
10
Akins
Prepared
ByJustice
Checked
By
50
60
??
on
nn
i
nn
_
PROJECT
TVA
DRILLED
March 22 2004
PROJ.
Driller
40
SOIL TEST BORING.RECOR
..
..x.-.??.._
PENETRATION
RESISTANCE
TESTING
STANDARD
HAMMER.
PERFORMED USING AN AUTOMATIC
THIS RECORD
IS A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDlT1ONS
AT THE EXPLORATION
AT OTHER
LOCATION.
SLBSURFACE
CONDITIONS
LOCATIONS
AND AT OTHER TIMES MAY DIFFER
INTERFACES
BEWEEN STRATA
ARE APPROXIMATE.
TRANSPI7ONS
BETWEEN STRATA
MAY BE GRADUAL
30
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
I MACTEC
1
B-8A
OF
2
L
SOIL CLASSIFICATION
DE
T
H
-4N
SEE
VERY SOFT GRAYWET
SILT
-
E
E
V
E
P
N
ft
%
NM
A
E
T
o
FINE S
SPT
9
10
SPT-3
woh-1-1
SPT-4
woh-l-woh
20
30
40
LL
a
%
bpf
50
60
70
80
90
10 0
ASH
50
723.6
50
F-
u
T
Y
ID
-7286
CLAYEY SILTY SAND
CLAYEY SANDY
G
N
D
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
LOOSE TO VERY LOOSE WET
ASH
PL
N-COUNT
AND REMARKS
P
SA M PLES
E
-MOIST
GRAY TO OLIVE BROWN SLIGHTLY MOIST TO
SILTY
SANDY CLAY WITH A FEW ROOTS
ALLUVIUM
STIFF
/
55
?-
-
60
F-
VERY LOOSE
ALLUVIUM
OLIVE
BROWIV
WET CLAYEY SAND
55
718.6
UD-1
0-2.0
SPT-5
woh-5-6
713.6-UD
--.
2
SPT-6
65
I-
LOOSE TO FIRM OLIVE
ALLUVIUM
BROWN
60
0
1-1-1
MOIST SAND
65
708.6
SPT-7
woh-3-5
SPT-8
5-50/0.4
70
703.6
70
F-
2 0 2
M
RESIDU
VERY HARD. GREENISH
GRAY. SHALE
TERMINATED
AUGER REFUSAL AT 70.7. BORING
-
AT
70.9
F-
75
6-80
698.6
75
-693
?
?
85
I-
85
688
6
L
90
6R3
6
REMARKS
STANDARD
PERFORMED
PENETRATION
USING
RESISTANCE
AN AUTOMATIC
--
_
TESTING
HAMMER.
PROJECT
TVA
DRILLED
March 22 2004
PROJ.
INTERPRETATION
OF
RECORD IS A REASONABLE
SUBSURFACE
COND1770NS
AT THE EXPLORATION
LOCATION. SUBSURFACE
COt.DITIONS AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DffFER
INTERFACES
BEwEEN
STRATA
ARE APPROXIMATE.
TRANSI770NS
BETWEEN
STRATA
MAY BE GRADUAL
-
TFflS
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
? MACTEC
2
B-8A
OF
2
SOIL CLASSIFICATION
AND REMARKS
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS BELOW.
TO BROWN DRY TO
SAND WITH COAL
AND RED-BROWN
SILTY CLAY
L
E
E
L
G
E
E
N
V
D
ft
FIRM GRAY SLIGHTLY
ASH
SILTY SAND
AM PLES
PL
%
NM
N-COUNT
T
Y
D
E
P
N
E
T
A
o
Zo
%
%
SPT
10
20
30
/a
FINES
to
4
LL
40
50
bpf
60
70
80
90
100
764.4
FIRM GRAYISH-BROWN
SLIGHTLY
MOIST SILTY
FRAGMENTS
S
SPT-1
-
6-10-12
FILL
MOIST TO MOIST CLAYEY
-
F-
5
759.4
5
SPT-2
VERY
SAND
F-
i-
LOOSE GRAYWET CLAYEYGRP.VELLY
WITH COAL FRAGMENTS
- ASH
754.4
NOTE AT ABOUT 15.0 STARTED INTRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPING
SUBSURFACE
VERY
STIFF
F CLAYEY
?--
I-
-
F-
a
10
15
SPT-3
1-2-1
SPT-4
1-I-I
SPT-5
4-7-9
SPT-6
2-4-2
749.4
15
TO VERY
- ASH
SOFT
GRAY WET SANDY
SILT
20
744.4
25
739.4
30
25
30
734.4
35
SPT-7
woh-woh-I
SPT-8
woh-woh-wo
SPT-9
woh-woh-wo
729.4
SOFT
40
35
0?_I_
724.4
45
40
719.4
0
REMARKS
0
MATERIALS INTO AUGERS.
TO SOFT GRAY AND LIGHT ORANGE
BROWN WET TO SLIGHTLY MOIST SILTY / SANDY
CLAY WITH A TRACE OF ROOT HAIRS AND
ROUNDED GRAVEL - ALLUVIUM
L-
1
OF
20
VERY
?-
3-7-5
10
20
30
40
50
60
70
80
90
100
STANDARD
PENETRATION
RESISTANCE
TESTING
PERFORMED USING
AN AUTOMATIC
HAMMER
PROJECT
TVA
DRILLED
March 12 2004
PROJ.
THIS RECORD IS A REASONABLE
INTERPRETATION
OF
SUBSURFACE
COND377ONS
AT THE EXPLORATION
LOCATION.
SUBSURFACE
CONDITIONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
INTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSI77ONS
BEVEEN
STRATA
MAY BE GRADUAI..
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
A MACTEC
101
1
B-9
OF
2
SOIL CLASSIFICATION
DE
AND REMARKS
P
T
H
SEE
4ftP
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
L
E
E
G
L
E
E
V
N
D
ft
?
A
T
D
-?
NM ?C
PL cia
N-COUNT
FINES
LL
o
/o
Y
E
o ?zo
v
N ?
P
N
719
VERY SOFT TO SOFT GRAY AND LIGHT ORANGE
BROWN WET TO SLIGHTLY MOIST SILTY SANDY
CLAY WITH A TRACE OF ROOT HAIRS AND
ALLUVIUM
ROUNDED GRAVEL
S AMPLES
I
E
T
4
-SPT-10
bpf
SPT
10
20
30
40
50
60
70
80
90
100
woh-woh-4
-
-
714. 4
50
50
woh-woh-wo
SPT-lI
I-
55
---
55
------SPT-12
---DENSE
woh-woh-I
- - -- -- - - -- GRAY VERY MOIST CLAYEY SAND WITH
SOME LEAVES
F-
-60
709.4
-
ALLUVIUM
60
704.4
SPT-13
HARD GREENISH-GRAY SHALE
WITH
SOME
FRAGMENTS
RESIDUUM
AUGER REFUSAL
AT 61.9. BORING
TERMINATED
LIMESTONE
-
2-12-21
AT
61.9.
-
65
699.4
65
70
694.4
70
-
75
689.4
75
-
80
684.4
80
f-
85
L-
90
-679.4
7d
85
li
F-
A
0
REMARKS
Driller
Akins
Prepared
ByJustice
Checked
B
20
30
40
50
60
70
80
90
100
SOILTEST BORING RECO
PENETRATION
RESISTANCE
TESTING
STANDARD
PERFORMED USING AN AUTOMATIC
HAMMER.
TFBS RECORD IS A REASONABLE
INTERPRETATIONAF
SUBSURFACE
CONDmoNS AT THE EXM.ORATION
LOCATION.
SUBSURFACE
CONDITIONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFEII
INTERFACES
BEWEEN STRATA ARE APPROXLMATE
TRANSiT10NS
BETWEEN
STRATA
MAY BE GRADUAL
10
PROJECT
TVA
DRILLED
March
PROJ. NO.
3043041009/0001
Kingston Ash
122004
A
T
BORING NO.
PAGE
MACTEC
2
B-9
OF
2
SOIL CLASSIFICATION
L
T
H
SEE KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
0
GRAY WET
SILTY
SAI3D
-
N
PL??io
G
E
V
N
D
fr
E
E
N
T
P
%
.MNE
T
Y
ID
SPT
o
Lt
eio
bpf
E
10
20
30
40
50
60
70
90
80
100
762
FIRM GRAY SLIGHTLY MOIST SILTY SAND WITH
- ASH
COAL FRAGMENTS
FIRIvi
SA MPLES
E
N COUNT
AND REMARKS
EP
SPT-1
3w6-9
ASH
5
5
F-
757.6-UD-1
NOTE AT ABOUT 7.0 STARTED INTRODUCING
WATER INTO THE BOREHOLE TO REDUCE PIPING OF
SUBSURFACE
-
FIR
10
M
MATERIALS
GR 4Y WET
SANDY
INTO AUGERS.
CLAYEY
SILT
2.0-2.0
SPT-2
5-7-10
-752.6
ASH
10
UD-2
I-
-A
SPT-3
----------------------WET
SAND
ASH
LOOSE GR Y
VERY
15
0.9-2.0
2-2-4
15
747.6
UD-3
--
r
f-
-VERY
-6
LOOSE
woh-woh-wo
GRAY.
WET
20
742
737
25
VERY LOOSE
ALLUVIUM
F-
SPT-4
- - -- - - - -- - - - - - - - - - - -CLAYEY
SILTY SAND
ASH
20
0.4-2.0
GRAY WET CLAYEY SAND
UD-4
1.7-2.0
SPT-5
1-1-2
SPT-6
1-woh-1
25
6
-
_-732
30
30
6
SPT-7
I-
727
35
TO HARD OLIVE BROWN TO BROWN
WEATHE
D SHALE
RESIDU
M
TERMINATED
AUGER REFUSAL AT 39.2. BORING
woh-woh-1
35
6
UD-5
10-2.0
SPT-8
4-5-9
STIFF
-
F-
40
AT
39.2
76
7176
45
REMARKS
RECORD
SUBSURFACE
LOCATION.
LOCAIIONS
INTERFACES
TRAN51770NS
-
IS A REASONABLE
INTERPRETATION
OF
CONDITIONS
AT THE EXPLORATION
AT OTHER
SUBSURFACE
CONDITIONS
AND AT OTHER TLMES MAY DIFFER
BEWEEN STRATA
ARE APPROXIMATE.
BETwEEN STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
Bylustice
Checked
By
--
-------
--
SOIL TEST BORING
RESISTANCE
TESTING
STANDARD
PENETRATION
PERFORMED USING AN AUTOMATIC
HAMMER.
_.
PROJECT
TVA
DRILLED
March
PROJ.
TFflS
40
NO.
.
_
.
-..
..
..
...
RECO
.
ra.?
Kingston Ash
18 2004
3043041009/0001
BORING NO.
PAGE
? MACTEC
I
B-10
OF
1
L
SOIL CLASSIFICATION
DE
SEE
CRUSH
STIFF.
SILTY
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
D TONE BA
E
PL
%
NM
N COUNT
AND REMARKS
p
T
H
SA M PLES
E
G
E
E
N
V
D
0
D
765
A
I
P
LL
%
FINES
1
E
%
%
SPT
bpf
E
T
10
20
30
40
50
60
70
80
90
100
0
0.3
DRY TO SLIGHTLY MOIST
ORANGE-BROWN
CLAY WITH CHERT FRAGMENTS - FILL
SPT-1
8-7-8
SPT-2
2-6-9
SPT-3
2-5-8
zj?E
-
-
760.0
5
a
10
5
10
755.0
..
41
. ?.
...
?s
?
z..? ?
???.
?.
?....
.
-
I
750.0
S
1
SPT-4
3-6-7
.
_
20
20
75.0
VERY LOOSE GRAY MOIST TO WEr
WITH CQAL FRAGMENTS
ASH
SILTY
SAND
SPT-5
-
--------------------STIFF
LIGHT GRAY WET SANDY SILTY CLAY
-
-
2-2-2
ASH
25
740.0
25
TO
LOOSE TO VERY LOOSE ORANGE-BROWN
GRAYISH-BROWN
WET SILTY SAND ALLUVIUM
-SPT-6
6-7-3
-
-
30
735.0
30
SPT-7
2-2-2
VERY SOFT OLIVE BROWN -iEi SILTY SANDY
CLAY - ALLUVIUM
f-
_-730
35
35
0
SPT-8
r-
725
40
40
0
SPT-9
0
H
wroh-woh-wo
woh-woh-wo
45
REMARKS
RESISTANCE
TESTING
STANDARD
PENETRATION
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT
TVA
DRILLED
March 15 2004
PROJ.
THIS RECORD IS A REASONABLE
INTERPRETATION
OF
SUBSURFACE
CONDITIONS
AT THE EXPLORATION
AT OTHER
LOCATION.
SUBSURFACE
CONDI7lONS
AND AT OTHER TIMES MAY DIFFER
LOCATIONS
INTERFACES
BEWEEN STRATA ARE APPROXIMATE
TRANSTTIONS
BETWEEN
STRATA
MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
Kingston Ash
3043041009/0001
BORING NO.
PAGE
5 MACTEC
-1
B-11
OF
2
SOIL CLASSIFICATION
AND
SEE
tEMAltKS
KEY SYMBOL SHEET FOR EXPLANATION OF
BELOW.
SYMBOLS AND ABBREVIATIONS
BROWN
VERY SOFT OL1VE
CLAY - ALLUVIUM
WET
SILTY
L
E
G
E
E
V
N
D
ft
SA M PLES
D
N
720
SANDY
T
-ALLUVIUM
A
T
Y
FINES
bpf
SPT
o
E
?uLL %
%
e
20
10
30
40
50
60
70
80
90
woh-woh-wo
-55
0-60
50
715.0
SPT-11
_
woh-woh-wo
710.0
SPT-12
LOOSE GRAY WET
ALLUVIUM
SAND W1TH A FEW RCOTS
100
0
SPT-10
VERY LOOSE TO FIRM GRAY WET CLAYEY SAND
NM
PL??o
N-COUNT
2-3-11
_
-705
SPT-13
AUGER REFUSAL
AT
62.5.
BORING
1-1-6
AT
TERMINATED
62.5
700
65
0
70
-695.0-75
690.0
685 0
680.0
-85
80
10
REMARKS
20
30
40
5C
RESISTANCE
TESTING
STANDARD
PENETRATION
HAMMER
PERFORMED USING
AN AUTOMATIC
PROJECT
TVA
DRILLED
March 15 2004
PROJ.
RECORD IS A REASONABLE 1NTERPRETATION
OF
SUBSURFACE
CONDITIONS
AT THE EXPLORATION
LOCATION.
SlBSURFACE
CONDrt7ONS
AT OTHER
LOCATIONS
AND AT OTHER TQdES MAY DffFER.
ARE APPROXIMATE.
INTERFACES
BEWEEN STRATA
MAY BE GRADUAL
TRANStflONS
BETWEEN STRATA
NO.
Kingston Ash
3043041009/0001
TtBS
Drillcr
Akins
Prepared
ByJustice
Checked
By
fit
BORING NO.
PAGE
MACTEC
2
B-11
OF
2
SOIL CLASSIFICATION
L
E
AND REMARKS
SEE
KEY SYMBOL SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVIATIONS
BELOW.
F-
G
E
E
V
N
D
PL
%
NM 11
T
Y
D
E
N
0
P
E
T
A
FINES
o ?
SPT
10
20
30
40
50
LL
0%
?
bpf
60
70
80
90
7 63 9
100
y?a
STIFF
SPT-1
4-20-38
SPT-2
4-6-6
SPT-3
1-4-5
H.
5
758
9
l
1-
AMPLES
N-COUNT
1
DRY
TO VERY HARD RED-BROWN
- FILL
S1LTY CLAY W17 H CHERT FRAGMENT
VERY DENSE GRAY SLIGHTLY MOIST SILTY SAND
WITH COAL FRAGMENTS - ASH
TO VERY HARD RED-BROWN
SLIGHTLY
STIFF
MOIST SILTY CLAY WITH CHERT FRAGMENTS
LIMESTONE
AND A FEW ROOTS - FILL
FRAGMENTS
VERY
S
E
L
10
753
5
9
?.?
.f?
10
?
-
15
NOTE BLOW COUNTS WERE MORETHAN
INFLATED
FRAGMENTS
DUE TO THE PRESENCE
IN
SPT-1
AND
LOOSE TO VERY LOOSE
WITH COAL FRAGMENTS
SILTY
SAND
ASH
10-26-39
SPT-5
2-4-3
SPT-6
2-2-2
?
F-20
743.
-25
9
20
738.9
S
25
-SANDY
VERY LOOSE YELLOW-BROWN
SAND_ALLUViUM
MO1ST
SOFT YELLOW-BROWN
CLAY - ALLUVIUM
-
15
SPT-4
SPT-4.
GRAY WET
-
748 9
LIKELY
OF LARGE ROCK
WET CLAYEY
SILTY
TO VERY MO1ST
30
733.9
30
woh-1-2
-----------------------SPT-7
VERY LOOSE TO LOOSE YELLOW-BROWN
CLAYEY SAND - ALLUVIUM
F-
WET
_-
35
35
-728.9-SPT-8
-
40
woh-woh-wo
723.9
40
SPT-9
1-2-I
40
oieo
45
0
RE.MARKS
10
20
30
40
50
60
70
80
90
100
STANDARD
PENETRATION
RESISTANCE
TESTNG
PERFORMED USING AN AUTOMATIC
HAMMER.
PROJECT
TVA
DRILLED
March 16 2004
PROJ.
TH3S RECORD IS A REASONABLE
OF
INTERPRETATION
SUBSURFACE
CONDrr1ONS
AT THE EXPLORATION
LOCATION.
SLBSURFACE
CONDRIONS
AT OTHER
LOCATIONS
AND AT OTHER TIMES MAY DIFFER.
INTERFACES
BEWEEN STRATA ARE APPROXIMATE.
TRANSC7lONS
BETWEEN STRATA MAY BE GRADUAL
Driller
Akins
Prepared
ByJustice
Checked
B
NO.
Kingston
3043041009/0001
Ash
BORING NO.
PAGE
I MACTEC
1
B-12
OF
2
SEE
Hh4ft5
-
L
AND REMARKS
G
E
E
V
KEY SYMBOL SHEET FOR EXPLANATION
SYMBOLS AND ABBREVIATIONS BELOW.
OF
WET
VERY LOOSE TO LOOSE YELLOW-BROWN
CLAYEYSAND-ALLUVIUM
/
NM io
N
D
T
D
P
N
ft
718
FINES
Y
E
E
T
o?o
-
0
?o
10
c4
30
20
40
SPT
l.l.
io
%
bpf
50
60
70
80
90
100
9
SPT-I0
1-1-1
50
713.9
VERY FIRM LIGHT BROWN
WEI SAND
-
60
SPT-11
woh-3-4
SPT-12
4-10-13
ALLUVIUM
55
708.9
55
-
Pl.
N-couNT
50
-
SAM PLES
E
SOIL CLASSIFICATION
AU ER REFUSAL AT 59.7
VERY HARD MAROON AND BLUISH
WEATHERED
SHALE - RESIDUUM
TERMINATED
AT 60.6
BORING
60
703.9
GRAY
SPT-13
20-50/0.4
65
698.9
65
70
693.9
70
-
75
688.9
80
683
9
80
i-
85
678
9
85
9
411
0
r
f-
I-
0
REMARKS
STANDARD
PERFORMED
IS A REASONABLE
INTERPRETATION
CONDITONS AT THE EXPLORATION
SUBSURFACE
CONDRIONS AT OTHER
AND AT OTHER TDAES MAY DffFER
BEWEEN STRATA ARE APPROXMATE.
BETWEEN STRATA MAY BE GRADUAL.
TBS RECORD
10
20
TESTING
PENETRATION
RESISTANCE
US1NG
AN AUTOMATIC HAMMER
PROJECT
Kingston Fossil Plant
DRILLED
March 16 2004
PROJ.
SUBSURFACE
LOCATION.
LOCATIONS
INTERFACES
TRANS177ONS
75
OF
Driller
Akins
Prepared
ByJustice
Checked
By
NO.
3043041009/0001
-
Ash
Diposal
Area
BORING NO.
PAGE
f MACTEC
2
B-12
OF
2
S
This information
taken
from Kingston
Investigation Singleton
Laboratories
Plant
- Dredge
Cells/Closure
Soil
Report 015-672-142A September
29
Fossil
S
A-3
1994.
SINGLETON
SOIL
LEGEND
AND
SY4BOLS
SPT
Depth
?_-
1??
Y
S1
Log
o
a?
C U
G
CS
pJ
FA
ci
0
?
03
?
c
-?
S
c0
LL
T?
PI
Gr
Description
or
Test
Results
Description
or
Test
Results
c.
f
v
o
?
Csl
PROFILE
LABORATORIES
-
_
a
-
o
J
V
L
?
l?
-14
CJ
-
?
J
fs
0
9C
aJ
G
g
Z
rrl
r4
C.
C
-tA
i
Legend
Under
est
Soil Type
Lnified
R
Classification
Test
Engineering
Friction
Results
Cohesion
Angle
tsf
degrees
otation
SS
lit
of
Soil Not
HAH
PAH
SamD_
led
Unconfined
Logs
UC
3edrock
Note
cored
if
Coefficient
k
E-a
nitial Water
Table
Preconsolidation
Compression
Index
C
core
Sensitivity
Ratio
Compressive
Strength
tsf
Pressure
tsf
of
Permeabilty cnlsec
Reading
Example
Q
h Water
3
Table
Readi.g
12.0
0.62
R
19.6
4.0
2.6
C
0.72
UC
of US Sampling
-imits if Applicable
0.21.
.
34.0
S
5.6
3.pi.anation
Soil Test
Svmbols
Triaxial
? -Unconsolidated-Undrained
Compression
Boring
R - Consolidated-Undrained
Symbols
Compression
SS
SPT
-
_-iz.
od Split
Standard
Blows
Sooon
Boring
Penetration
Per
Foot
With
-t
Effective
-
Triaxial
Test
2-in.
R nat
Split Spoon
-
Cone
US
-
Undisturbed
Sample
PAH
-
Power
Hole
HAH
- Hand
Auger
TP
- Test
Pit or Trench
V
- Vane
Shear
P
-
__ration
Pzezometer
Consolidated-ndrained
Compression
Consolidated-Undrained
Compression
CPT
Auger
-
Hole
Test
BorinQ
S
UC
-
Unconfined
C
- Consolidation
k
- Permeability
Triaxi.al
Natural Moisture
Consolidated-Drained
-
Triaxial
Saturated
Direct
Compression
Shear
FLA
SINGLETON
FTEL.D
Mical
Name
Abbreviation
LOG
LABORATttR1E5
ABBREVIATIONS
and
Lithology
Mineraloav
Abbreviation
Sandy
gravel
sdgv
Bedrock
br
Silty
gravel
si
Chert
cht
cl gv
Dolomite
dol
sd
Limestone
ls
Maaganese
Micaceous
ma
sd si
Pyrite
py
ci si
Quartz
qtz
ft si
Sandstone
Sandy
clay
sd cl
Shale
as
sh
Silty
clay
si
cl
Bentoaite
bent
Medium clay
md
cl
Hematite
hem
Fat clay
Cobble
ft
cl
Blouder
bldr
Riprap
rr
Topsoil
ts
Clayey
gravel
Sand
sand
Silty
sand
Clayey
silt
Sandy
silt
Clayey
Pat silt
Name
gv
si sd
cl
sd
mic
cob
Modifiers
Color
Black
blk
Blue
blu
Brown
brn
Cream
crm
Clean
cln
Dark
dk
Coarse
crs
Gray
gy
Dirty
Fine
dty
fn
Green
Light
grn
it
Organic
org
Maroon
mrn
pgd
Mottled
mott
wgd
Olive
olv
degd
Pink
pk
Purple
Red
pur
Rust
rst
ang
Tan
tn
Platy
plty
White
wht
Round/Rounded
rd
Yellow
yel
Subangular
Subrounded
sb ang
sb rd
Poorly
Well
graded
graded
Degraded
Gravel
Shane
Angular
r
2
Structure
Abbreviation
Of-Tf17F1-
Abbreviation
Blocky
Fissured
biky
fis
Dense
dna
Firm
f
Homogeneous
homo
Hard
hd
Laminated
lam
Loose
ise
Saprolitic
sapr
Sof t
s
Shaly
Slickensided
shly
Stiff
sisid
Very
Stratified
strat
stf
Stiff
vstf
Moisture
Or.1gin
Alluvial
all
Colluvial
coll
d
las
Dry
Moist
V Moist
Loess
Residual
resd
Wet
w
alt
Layers
Low
lyrs
Augering
Bottom Ash
augg
ba
Material
mtl
Medium
md
Coal
col
Mud
mud
Contaminated
cont
original
orig
Dip
dp
prtgs
Disturbed
dstrb
Partings
Plastic
Debris
dbr
River
rvr
Discontinued
disc
Roots
rts
Drive
dr
rou
Dust
dst
Rough
Slow
Elevation
el
Small
sm
Feet
ft
Spoil
sp
Fill
fl
Terraced
ter
fbr
Thick
thk
fa
Thin
thn
High/highly
h
Trace
tr
Horizontal
hor
Variable
var
Hydraulic
hyd
in
Vegetation
Inch
Vertical
veg
vert
Inclusion
inc
Weathered
wth
IR
With
w/
infa
Wood
wd
General
v mat
Modifiers
Alternate/Alternating
Angle
Fiber
Fly
mat
Ash
Incomplete
Interface
Recovery
1
plate
sl
SINGLETON
SOIL
PROJECT
BORING
DATE
PROFILE
KINGSTON FP
DRILLED
SPLIT-SPOON
FEATURE
STATION
SS-i
LABORATORIES
DRED6E
PREPAAED
BY
OF
SURFACE
EL
752.0
CHECKED
BY
A-
2
CELLS
RANGE
7/28/94
SHEET
mhd
SPT
DEPTH
EL
ft.
N
LOG
w
LL
PI
FIELD
GA
DESCRIPTION
750
5
TN
12.4
31
CL
19.2
26
8
9
CL
17.0
26
8
6
12
GY
SI
D
CL.
5
CL
745
i0
LT
BRN
SI
CL
GY
ftTR
TS.
MST
740
15
BRN
SI
CL.
0
735
-4
2.0
CL
27.i
26
8
9
CL
24.1
26
8
9
SM
i9.5
NP
NP
BAN
G
GY
SI
CL
V
MST
BAN
6 6Y
SI
CL
V
MST
TA
6V
MST
730
25
725
30
6Y
720
-i.5.
35
0
LAB
CLAS SIF.
io
SI
SC
FA
SINGLETON
SOIL
PROJECT
BORING
DATE
KINGSTDN
SS-i
DRILLED
DEPTH
LABORATORIES
PROFILE
SPLIT-SPOON
FEATURE
FP
STATION
DREDGE
BY
2 OF
SURFACE
EL
752.0
CHECKED
BY Tg
2
CELLS
RANGE
PRPARED
7/28/94
SHEET
mhd
c--
SPT
EL
LOG
W
LL
PI
NP
NP
FIELD DESCRIPTION
GR
IN
ft.
SM
27 6
6Y
SO
SI
SD
V
IMS
FA
75
40
-GROUND
-705
-700
-695
--690
FiEFUSAL
IATER LEVEL
a
89
710
45
50
55
60
65
_
--685
70
i5
LAB
CLASSIF.
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON FP
SS-2
STATION
DRILLED
DEPTH
FEATURE
RANGE
7/27/94
L
N
OF
2
EL
BY
SURFACE
mhd
CHECKED
764.0
7-4t_
?
SPT
ft.
BY
PREPARED
i
DREDGE CELLS
LOG
LL
N
PI
GR
DESCRIPTION
FIELD
760
r
5
14
CH
21
9
59
28
2
BRN
SI
CL
w/GY
TR
TS.
0
-20
-25
755
_
30
10
?-22
8
59
28
59
28
fl-SR??i
SI
CL.
TR
GV.
0
R-BRN
SI
CL.
TR
Gr
MST
GY
SI
SO
x/TR
GY
SI
SD w/GV
2
750
15
Mg_
8
CH
28.0
2
745
13
SM
25.6
NP
NP
10
SM
19.0
NP
NP
10
SM
28.1
NP
NP
3
GY
FA
740
Fa
N
735
30
730
35
1
5
x
LAB
CLASS IF.
BRN
SD
tI
CL
FA
Yi
V
MST
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON FP
DRILLED
DEPTH
FEATURE
STATION
SS-2
DREDGE
FiANGE
7/27194
PREPARED
BY
2 OF
CELLS
rahd
SURFACE
EL
CHECKED
BY
764.0
TQ
SPT
EL
W
LOG
LL
PI
Fi?.D
6t?
DESCRIPTION
N?
f t.
-
CL
33.6
26
8
9
3
CL
20.1
26
8
9
28
ML
14.0
NP
NP.
8
50
ML
15.8
NP
NP
SI
HRIN
CL
rr
6Y
SI
6Y
FN
SI
Y
MST
725
40
ORNS
CL.
V
MST
720
45
GY
SD
mix
w/PKTS
GY
CL
MST
GY
SD
mix
w/ PKTS
BY
CL.
MST
715
-
50
8
REFUSAL
GROUND
710
-
55
705
60
700
_
65
695
70
i
-5
LAB
CLASSIF.
WATER
LEVEL
58
L_
2
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON
SS-3
DRILLED
DEPTH
FEATURE
FP
STATION
DREDGE
PREPARED
7/28/94
mhd
SURFACE
EL
CHECKED
BY
SPT
EL
ft.
N
LOG
W
LL
PI
GR
DESCRIPTION
FIELD
770
5
25
ML
23.3
NP
NP
12
5
SM
23.0
NP
NP
10
4
SM
28.6
NP
NP
i0
i
SM
28.6
NP
NP
10
2
SM
271
NP
NP
10
27.0
NP
NP
10
FA.
GY
CL
SI
MST
GY
SD
CL
TR
GV
FA.
V
MST
GY
SD
CL
TR
GV
FA
V
MST
755
i0
760
15
L
L
755
L
?---20
GY SD
SI
CL
TR
SV
FA
W
GY SD
SI
CL
TR
GV
FA
W
GY SD
SI
CL.
TR
GV
FA.
W
750
25
745
_
30
i
SM
740
35
i 5-LAB
CLAS SIF.
OF
CELLS
RANGE
BY
i
773.0
7-A L-
2
SINGLETON
LABORATORIES
SPLIT-SPOON
PROFILE
SOIL
SHEET
PROJECT
BORING
DATE
DEPTH
KINGSTON FP
2
CELLS
DREDGE
-735
SS-3
DRILLED
STATION
RANGE
PREPARED
7/28/94
BY
mhd
SURFACE
EL
773.0
CHECKED
BY
TAL-
SPT
EL
ft
FEATURE
2 OF
N
LOG
ML
2
h
28.8
LL
PI
NP
NP
FIELD
GR
GY
SD SI
CL.
DESCRIPTION
TR
GY
N
_FA
i2
-_
40
GY
2
730
45
SM
50
NP
NP
SD SI
CL
TR
FA
GV
N
10
-ML
-50
ML
725
22.0
339
NP
NP
12
15.7
NP
NP
8
GY
CL
SI.
TR
GY
CL
SI
x/GV
GY
FA.
FA.
W
V
MST
I
720
I
55
ML
715
5.8
NP
NP
-REF
GY
12
CL SI
TR
GV
-- -
USAL
GRO UND
60
7i0
65
705
70
i
5
LAB
CLASSIF.
WATER
LEVEL
-- - 98
_
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON
SS-4
FP
FEATURE
STATION
DRILLED
DREDGE
BY
PREPARED
mhd
SURFACE
EL
CHECKED
BY TA
SPT
DEPTH
EL
N
ft.
LOG
N
LL
PI
26
8
GR
FIELD
DESCRIPTION
750
5
14.2
LT
BRN
CL w/TS
SI
D
6
10
CL
3
CL-BAN
8
4
745
10
23.B
26
4
1
CL
22.3
31
12
5
SM
20.9
NP
NP
3
SM
34.8
NP
NP
3
SM
21.4
NP
NP
3
ML
6
GY
SI
CL
w/TS
MST
740
15
TN
GY
SI
CL
735
20
1
TN
SI
SD
MST
TN
SI
SD
MST
TN
SI
SD
MST
730
25
725
30
7
720
35
1a5
LAB
CLAS SIF.
OF
CELLS
RANGE
7/26/94
i
FA
V
MST
752.0
I-
2
SINGLETON
LABORATORIES
PROFILE
SOIL
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON FP
STATION
SS-4
DRILLED
DEPTH
FEATURE
DREDGE
CELLS
RANGE
7/26/94
PREPARED
BY
mhd
ft.
715
N
36
LOG
SM
N
LL
PI
20.4
NP
NP
GR
FIELD
TN
3
SI
SD.
710
45
705
50
700
55
695
60
690
I
65
685
70
5
BY
DESCRIPTION
MST
GROUND WATER
a
EL
CHECKED
REFUSAL
40
1
SURFACE
SPT
EL
LAB
CLASSIF.
2 OF
LEVEL
-
900
752.0
T? L-
SINGLETON
LABORATORIES
SPLIT-SPOON
PROFILE
SOIL
SHEET
PROJECT
BORING
DA7E
DRILLED
STATION
DREDGE
BY
PREPARED
SPT
EL
mhd
SURFACE
EL
CHECKED
BY T4
764.0
N
760
5
18
H
LL
PI
GR
DESCRIPTION
FIELD
MH-R-BRN
59
28
2
24.2
59
28
2
23.5
26
19.6
SI
CL
_
D
CTH
w/TR
1
755
14
CH
BRN SI
CL
w/GV
BRN
CL
w/PKTS
D
750
-CL
54
ML
4
SI
CHT
GY
SI
CL
7R
MST
745
?
r
L-
?
LOG
-
?
2
CELLS
RANGE
7/27/94
OF
-SO
-15
-20
-740
-30
DEPTH
ft.
FEATURE
KINGSTON FP
SS-5
i
20
SM
24.3
NP
NP
3
CL
20.9
26
8
6
14
CL
23.6
31
12
5
SD
GY
SI
LT
BRN
i0
25
SD
FA
TR
GV
SI
CL
TR
735
730
35
i-5
LAB
CLAS SIF.
TN
GY
SI
CL.
V
MST
MST
GV
V
MST
SINGLETON LABORATORIES
SPLIT-SPOON
PROFILE
SOIL
SHEET
PROJECT
BORING
DATE
KINGSTON
SS-5
FEATURE
FP
STATION
DRILLED
BY
PREPARED
2
CELLS
RANGE
7/27/94
DEPTH
DREDGE
2 OF
mhd
SURFACE
EL
764.0
CHECKED
BY
-A
t-
SPT
EL
ft.
N
LOG
16
ML
21.5
NP
NP
7
2
SM
24
NP
NP
3
2
CL
219
26
8
9
30
SC/
SM
10.8
NP
NP
4
50
ML
13. 9
NP
NP
12
W
LL
PI
FIELD DESCRIPTION
GR
SI
BRN
CL
w/SY
MST
FA.
725
40
ORNG
2
CL
MST
V
SD.
720
45
TN
CL
LT
BRN
SI
w/PKTS
GY
FA
V
MST
715
I
50
SI
SD
HI6V
V
MST
I
710
55
BRN
GY
CL
---?
SI
FA.
MS7
REFUSAL
GROUND
7Q5
60
700
65
E
695
70
-i5
LAB
CLASSIF.
WATER
LEVEL
20
SINGLETON
SOIL
LABORATORIES
SPLIT-SPOON
PROFILE
SHEET
PROJECT
BORING
DATE
KINGSTON
EL
t
PREPARED
N
BY
OF
CELLS
RANGE
8/1/94
SPT
DREDGE
FEATURE
STATION
SS-6
DRILLED
DEPTH
f
FP
1
mhd
SURFACE
EL
CHECKED
BY 771
773.0
?
LOG
LL
W
PI
GR
FIELD
DESCRIPTION
770
24
ML
NP
NP
NP
NP
NP
NP
25.8
NP
NP
12
23.3
NP
NP
g
25.2
GY
SI
FA.
MST
GY
SI
FA
MST
GY
SI
GY
SI
12
765
t0
SM
5
i9.7
10
760
F
15
SM
2
28.8
S1
SD
FA.
MST
755
L
?
20
-ML
L
FA
MST
750
25
3
ML
BRN
?
SI
CL
WIGY
I
r
745
30
i
32
H
740
35
1g
ML
LAB
CLAS SIF.
.
NP
NP
12
GY
SI
FA
W
FA
TR
GY
V
MST
2
SINGLETON
LABORATORIES
SOIL PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON
SS-6
FP
FEATURE
STATION
DRILLED
BY
PREPARED
2 OF
i
CELLS
RANGE
8/i/94
DEPTH
DREDGE
SURFACE
CHECKED
mhd
EL
773.0
BY
TAL-
SPT
EL
N
ft.
LOG
H
LL
PI
GR
9
CL
t9.6
26
8
9
12
SM
19.4
NP
NP
3
i
SM
29.3
NP
NP
3
3
SM
2i8
NP
NP
3
6
ML
22.3
NP
NP
8
50
ML
99
NP
NP
12
DESCRIPTION
FIELD
w/FA
BRN
CL SI
BRN
SI
SD.
V
MST
BRN
SI
5D
Y
MST
BRN
SD
CL
V
MST
r.3ix
735
40
730
45
725
50
720
55
GY
SI
GY
SI
SD
H/FA
MST
715
60
--
GROUND
65
?
70
i5
MST
-REFUSAL
710
705
FA
LAB
CLASSIF.
NATER
---
LEVEL
--
----
16
7
---
SINGLETON
LABORATORIES
PROFILE
SOIL
SPLIT-SPOON
SHEET
PROJECT
BORIN6
DATE
KIN6STON
SS-8
DRILLED
DEPTH
ft
FEATURE
N
DRED6E
PREPARED
BY
OF
3
CELLS
RANGE
8/2/94
SPT
EL
FP
STATION
i
mhd
SURFACE
EL
782.0
CHECKED
BY
7-A--
?
LOG
LL
1?
PI
FIELD DESCRIPTION
GR
780
5
50
SM
17.6
NP
NP
Sp
50
SM
18.4
NP
NP
ip
50
SM
21.9
NP
NP
10
8
SM
43.9
NP
NP
i1
i5
SM
17.9
NP
NP
ip
NP
NP
775
10
-GY
SI
FA
TR
BY.
D
GY
SI
FA
TR
6Y
0
GY
SI
FA.
TA
GV
D
BY
SI
SD
FA
MST
GY
SI
SD H/6Y
GY
SI
770
15
r
765
?
?
20
-760
Ir..
--
25
FA
MST
755
-
30
-750
-ML
31.7
?
35
i?51
LAB
CLAS SIF.
12
FA
W
r
SINGLETON
SOIL
LABORATORIES
SPLIT-SPOON
PROFILE
SHEET
PROJECT
BORING
KINGSTON
SS-8
FEATURE
FP
DRILLED
?
ft.
BY
PREPARED
8/2/94
mhd
SURFACE
EL
782.0
CHECKED
BY
TAl-
S
I
i
N?
LOG
W
LL.
PI
FIELD
GR
DESCRIPTION
GY
S
GY
SI
FA1.
MST
GY
SI
FA.
MST
GY
CL SI
FA
MST
12
ML
24.4
NP
NP
3
ML
23.8
NP
NP
12
9
ML
31.2
NP
NP
12
4
ML
22.3
NP
NP
8
13
ML
18 2
NP
NP
17
23
ML
28.6
Np
NP
7
4
SC/
27.7
NP
NP
4
745
40
i
-740
?--
45
?
735
50
TN
w/LUMPS
SI
CL.
MST
730
55
-
f---
MOTT
BRN/TN/GY
SI
CL.
MST
MOTT
BRN/TN/GY
SI
CL
MST
725
60
--720
L
85
TN
SI
SD
W
715
70
LAB
CLAS SIF.
?._.
t
OF
CELLS
RANGE
STATION
-?-DEPTH
DATE
DREDGE
2
--------
3
SINGLETON
LABORATORIES
PROFILE
SOIL
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
DEPTH
OF
3
-710
KINGSTON
SS-8
FEATURE
FP
DREDGE
CELLS
RANGE
STATION
DRILLED
---T
3
PREPARED
8/2/94
BY
mhd
SURFACE
EL
782.0
CHECKED
BY
7A
L-
-FIELD
--
--EL
SPT
?
-80
-85
-?
--690
-95
---685
-100
ft.
N
LOG
SM
5
N
24.9
LL
NP
PI
NP
DESCRIPTION
GR
GY
SD
SI
FA
7N
SI
SD.
V
t0
W
-
r
75
SC?
7
22.7
NP
NP
4
MST
-REFUSAL
705
GflOUND
KA7ER LEVEL
-
11
3
?
700
-
695
i
90
-?
-105
-
680
1
5
LAB
CLASSIF.
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KIN6ST0N
SS-9
STATION
DRILLED
mhd
N
ft.
LOG
M
LL
PI
SR
790
20
ML
17.8
NP
NP
i2
50
ML
19.5
NP
NP
12
44
ML
20.1
NP
NP
12
785
780
3
EL
795.0
CHECKED
BY
TAI--
FIELD
-?
DESCRIPTION
GY
SI
FA.
MST
GY
SI
FA.
MST
?
?
7
E
15
OF
SURFACE
SPT
EL
10
BY
S
DREDGE CELLS
RANGE
PREPARED
8/2/94
DEPTH
5
FEATURE
FP
GY
SI
FA
MST
6Y
SI
FA
MST
1
20
775
i
46
ML
18.3
NP
NP
i2
.-4
r
25
770
6
30
i?5
30.2
NP
NP
32
765
5
35
ML
ML
35.2
760
LA9
CLAS SIF.
NP
NP
12
6Y
SI
FA.
MST
GY
SI
FA
H
??
SINGLETON LABORATORIES
SPLIT-SPOON
PROFILE
SOIL
SHEET
PROJECT
BORING
DATE
D
?
KIN6STON
SS-9
STATION
DRILLED
DREDGE
BY
mhd
SURFACE
EL
795.0
CHECKED
BY
TAL-
?
EL
S
40
N
2
ML
I
50
55
ML
W
LL
17.3
PI
NP
NP
NP
NP
GA
12
755
F
45
LOG
750
745
31.0
12
-ML
23.0
NP
NP
12
-ML
31.7
NP
NP
12
5
ML
30.0
NP
NP
12
6
ML
32
NP
NP
12
NP
NP
8
740
FIELD
DESCRIPTION
FA
W
SI
FA
W
6Y
SI
FA.
D
6Y
SI
FA
TA
6Y.
W
6Y
SI
FA
TR
GY.
W
GY
SI
FA.
TA
6V.
W
6
S
6Y
3
CELLS
RANGE
PREPARED
8/2/94
1
-
FEATUAE
FP
2 OF
?
--
r
60
735
1
1
65
70
i
-5
730
-ML
6
26.9
I
BRN
SI
CL w/GY
SI
FA.
MST
?
725
LAB
CLAS SIF.
SINGLETON
SOIL
LABORATORIES
PROFILE
SPLIT-SPOON
SHEET
PROJECT
BORING
KINGSTON
SS-9
FP
FEATURE
STATION
DA7E DRILLED
SPT
EL
N
ft.
13
BY
PREPARED
3 OF
3
CELLS
RANGE
8/2/94
DEPTH
DREDGE
SURFACE
CHECKED
mhd
EL
BY
795.0
M L-
?
LOG
CL
W
19.2
LL
26
PI
8
GR
9
FIELD
BRN
TN
GY
DESCRIPTION
SI
CL
T-R
CL.
MST
--?
75
720
80
19
CL
i9.5
26
8
4
SM
20.5
NP
NP
g
715
ORNG-BRN
GY
SD
i0
SI.
SI
CL
MST
N
?
85
?
7i0
19
LI--
23.i
NP
NP
4
23.1
NP
NP
4
705
90
8
i
95
sc/
SM
SC/
GROUND
f
f
?
105
690
f-I
1
50
SI
SD
REFUSAL
700
695
GY
-------.
-?
S00
TN SI SD
LAB CLASSIF.
WATER
LEVEL
p
29
SINGLETON
LABORATORIES
PROiILE
SOIL
SPLIT-SPOON
SHEE7
PROJECT
BORING
DATE
KINGSTON FP
SS-i0
DRILLED
DEPTH
DRED6E
PREPARED
BY
OF
3
CELLS
RANGE
8/8/94
SURFACE
mhd
CHECKED
EL
BY
797.5
-rfi?-
SPT
EL
L O6
K
------?N
----I
LL
PI
FIELD
BR
DESCRIPTION
-----_-
iif
ft.
FEATURE
STA7ION
i
__._
?
795
L
50
ML
17.3
NP
NP
26
ML
24.7
NP
NP
25
ML
15. 0
NP
NP
12
5
ML
22.1
NP
NP
12
4
ML
27.4
NP
NP
12
14
ML
29. i
NP
NP
12
6Y
SI
FA
MST
6Y
SI
FA.
MST
SY
SD
6Y
SI
FA
MST
6Y
SI
FA
MST
6Y
SI
FA.
MST
12
790
10
E
r
1
12
785
I
35
?
SI
TR
6Y
MST
780
?
L
L-
20
775
I
770
30
r
I
765
35
?----LA8
CLASS IF.
--
?
SINGLETON
LABORATORIES
PROFILE
SOIL
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGSTON
SS-SO
DRILLED
DEPTH
FP
FEATURE
STATION
DREDGE
PREPARED
BY
3
CELLS
RANGE
8/8/94
2 OF
mhd
SURFACE
EL
CHECKED
BY
797.5
TA
t--
SPT
EL
ft.
N
LOG
M
LL
PI
NP
31.4
NP
NP
12
-ML
27.0
NP
NP
12
ML
27.2
NP
NP
12
6
SM
30.7
NP
NP
ii
9
SM
16.4
NP
NP
11
19.4
NP
NP
11
SM
9
ML
NP
GY
312
18
FIELD
GR
SO
SI
FA
DESCRIPTION
x
i2
GYN
_
-?
-6
760
40
FA
GY
SI
Y MST
GY
SD
GY
SD SI
GY
PGD SI
SD
FA
V
MST
GY
PGD
SD
FA
V
MST
755
45
SI
x/GV
FA
V
MST
x/GY
FA
V
MST
750
50
?
55
I
--
745
7
I
740
0
SI
735
-25
65
CRS
SM
PGD
SI
SD
w/GV
FA
730
--?
70
15
LAB
CLASS IF.
SINGLETON
LABORATORIES
PROFILE
SOIL
SPLIT-SPOON
SHEET
PROJECT
BORING
DATE
KINGS70N
SS-10
DRILLED
DEPTH
FP
FEATURE
STATION
DREDGE
PREPARED
BY
mhd
SURFACE
EL
CHECKED
BY
ft.
LOG
M
LL
PI
FIELD
GR
DESCRIPTION
IN
39
ML
19.0
NP
NP
BRN
SI
CL
w PKTS
GY SI
8
Y
MS7
725
75
BRN
17
CL
19.2
26
8
9
18
CL
16.9
26
8
6
ML
18.9
NP
NP
8
ML
3.7
NP
NP
8
G GY
SI
CL.
SD
SI
V
MS7
720
B0
ORNG-BRN
CL.
715
-16
-
-
?
85
GY
SI
SD
GY
SI
SD
MST
710
-50
90
x/GV
705
-
95
REFUSAL
700
GROUND
-
100
-695
--
105
i?5
797.5
779
SPT
EL
LAB
CLASSIF.
OF
CELLS
RANGE
8/8/94
3
WATER
LEVEL
MST
A
L-
3
This
information
taken
from Report of
Soil
Borings Monitoring Well
Laboratory Testing - Tennessee Valley Authority
Law
Engineering
November 301988.
- Watts Bar and
Installation
Kingston
and
Soil
Facilities
FIELD
SOIL TEST
BORING
EXPLORATORY
PROCEDURES
HOLLOW STEM
in general
sampling operations were conducted
The borings were
with ASTM Designation D 1586-67.
continuous steel hollow-stem
advanced
by mechanically twisting
soil
At regular intervals
auger flights into the ground.
2-inch
1.4-inch
O.D.
I.D.
samples were obtained with a standard
The sampler was first seated 6 inches to
split-tube sampler.
foot
penetrate any loose cuttings and then driven an additional
The number
with blows of a 140-pound hammer falling 30 inches.
All
boring
accordance
and
hammer blows required to drive the sampler the final foot
was recorded and is designated the standard
penetration
when
resistance.
The penetration resistance
penetration
of
properly evaluated is an index
ability to support foundations.
Representative
portions
of
the
to
soil
the
soil
strength
of
density
and
samples obtained from the
to
split-tube sampler were sealed in glass jars and transported
were examined by
In the laboratory
the samples
our laboratory.
Test
our engineer to verify the drillers field classifications.
the soil
Boring Records are attached
graphically showing
descriptions
and penetration
resistances.
Ak
Law
BORING
Engineering
DATE
J-9A
NUMBER
DRILLEO
10-3-88
K-88195
JOB NUMBER
FT.
DESCRIPTION
5
COAL
MOISTURE
IN SAMPLES
CONTENT
INCREASED
TO A
DEPTH
OF 13 FEET AT WHICH
TIME
GRAY
FLY
ASH
FRAGMENTSAND
THE
WHICH
CONTAINS
CINDERS.
SA M PLE S BECAME
SAT U RA TED
13.
40.0
REMARKS
ELEVATION
iO
BE
PROVIDED
BY
TVA
OF
PENETRATION-BLOWS
ELEV.
D9PTH
1
PAGE
Boring Record
10
20
30
40
Z
PER
5060
80
FOOT
100
N
L
Law Engineering
J -
NUMBER
BORING
JA
10-3-88
DATE
JOB
DRILLED
NUMBER
K-88195
2
PENETRATION-BLOWS
ELEV.
DEPTH FT.
DESCRIPTION
GRAYFLY
CONTENT
DEPTH
THE
WHICH
ASH
FRAGMENTS
AND
INCREASED
Ur
13
SAMPLES
5
CONTAINS
CINDERS.
COAL
MOISTURE
IN SAMPLES
TO
A
FEET AT WHICH
TIME
BECAME SATURATED.
6 7.7
REFUSAL
REMARKS
ELEVATION
TO
BE
PROVIDED
2
OF
PAGE
Boring Record
BY
TVA
10
20
30
40
PER
5060
80
FOOT
100
N
Law E n g n eeri n g
NUMBER T-9R
BORING
i
DATE
DRILLED
JOB NUMBER
10-3-88
K-88195
1
PENETRATION-BLOWS
ELEV.
EPzH
DESCRIPTION
FT.
DRY
GRAY
5
ASH
35.0
ALLUVIAL
WITH
CLAY
WEATHERED
SAND
SHALE
AND
GRAVEL
FRAGMENTS
140.0
REMARKS
BORING
DRILLED
ELEVATION
USING
AIR
TO BE PROVIDED
3
OF
PAGE
Boring Record
ROTARY
BY
EQUIPMENT
TVA
10
20
30
40
PER
5060
80
FOOT
100
N
OL
J-9B
Law Engineering
NUMBER
BORING
DATE
DRILLED
-JOB
10-3-88
K-88195
NUMBER
2
PAGE
Boring Record
PENETRATION-BLOWS
ELEV.
DEPTH FT.
DESCRIPTION
ALLUVIAL CLAY
WITH
WEATHERED
SAND
SHALE
5
AND
GRAVEL
FRAGMENTS
67.5
BLUE
JOINTS
80.0
REMARKS
GRAY
SHALE
WITH
CALCITE
OF
10
20
30
40
3
PER
5060
80
FOOT
100
N
sk
Law
DATE
DRILLED
K-88195
3
PAGE
ELEV.
FT.
PENETRATION-BLOWS
5
BLUE
GRAY
SHALE
82.4
BORING
TERMINATED
WITH
CALCITE
10
20
30
3
OF
DESCRIPTION
JOINTS
REMARKS
10-3-88
JOB NUMBER
Boring Record
?ffTb
J-9B
NUMBER
BORING
Engineering
40
PER
5060
80
FOOT
100
N
Ak
Law Engineering
NUMBER
BORING
T-10
9-27-88
DATE
JOB
DRILLED
K-88195
NUMBER
1
Boring Record
DFPTN
PAGE
OF
PENETRATION-BLOWS
ELEV.
tFTI
PER
FOOT
DESCRIPTION
rv
ik
WASH
BORING
TO
A
PREDETERMINED
DEPTH
12.a
115.0
BORING
REMARKS
TERMINATED
ELEVATION
TO BE
PROVIDED
BY
TVA
5
7
v
20
30
ao
5a 6U
90
100
N
Law
Q
BORING
Engineering
DATE
DRILLED
-JOB
_
NUMBER
WASH
BORING
TO
A
PREDETERMINED
29.9
REMARKS
TERMINATED
ELEVATION
TO
BE
PROVIDED
BY
TVA
OF
PENETRATION-BLOWS
5
DEPTH
BORING
K-88195
1
ELEV.
DESCRIPTION
n_n
9-27-88
PAGE
Boring Record
DEPTH FT.
J-10A
NUMBER
10
20
30
40
1
PER
5060
60
FOOT
100
N
0
Law Engineering
DATE
JOB
FT.
1
5
TO
VERY
AND
BROFIN
STIFF
DARK
BLACK SILTY
10
20
30
40
2
PER
50 60
80
FOOT
100
N
43
GRAY
CLAY
aF
PENETRATION-BLOWS
DESCRIPTION
HARD
K-88195
NUMBER
ELEV.
6EgTH
9-27-RR
DRILLED
PAGE
Boring Record
Soil Test
J-10B
NUMBER
BORING
-
FILL
25
16
13.
12.5
VERY
WEATHERED
STIFF
WITH
ASH
GRAY
SHALE
- FILL
19
17.
FIRt4
TO
GRAY
WEATHERED
SOFT
LIGHT BROWN
AND
WET
SHALE
-
FILL
6
4
27.
GRAY
LIGHfi
RANGING
-
AND
FROM
BROWN
STIFF
TO
SILTY
CLAY
VERY
SOFT
FILL
0
40.0
15
REMARKS
ELEVATION
TO BE PROVIDED
BY
TVA
oik
Law Engineering
DATE
DRILLED
K-88195
2
PAGE
Boring Record
5
10
_
20
2
OF
PENETRATION-BLOWS
ELEV.
DESCRIPTION
0MTI6FT.
B
9-27-R8
JOB NUMBER
Soil Test
J-10
NUMBER
BORING
30
PER
40
50 60
80
FOOT
100
N
15
LIGHT
AND BROWN
SILTY
FRO4 STIFF TO VERY
GRAY
RANGING
- FILL
CLAY
SOFT
0
L_J
?
49.41
REFUSAL
r
REMARKS
ELEVATION
TO
BE
PROVIDED
BY
TVA
50
0.2
SI
Law Engineering
BORING
DATE
DRILLED
9-19-88
K-88195
JOB NUMBER
ELEV.
FT.
1
PAGE
3oring Record
UPjH
J11B
NUMBER
PENETRATION-BLOWS
DESCRIPTION
10
RED
1.0
SILTY
CLAY-POSSIBLE
ISH-BROWN
SHALEY
FILL
SILTY
CLAY
5.0
DARK
BROWN
AND
GRAYISH
GREEN
SHALE
31.5
BORING
REMARKS
TERMINATED
BORING
ADVANCED
CFF
USING
KCV cueeT
AIR RQTARY
cA0 FYW ANATIfN
fF
GVLIRALS
EQUIPt1ENT
AND
ARiiCCV?.t...........?..
OF
...w..
20
30
40
1
PER
5060
80
FOOT
100
N
0
Law Engineering
BORING
DATE
DRILLED
g
NUMBER
L
PAGE
Boring Record
ELEV.
FT.
DESCRIPTION
.
FVERY
5.2
BROWN
-
SHALE
VERY
HARD
SHALE
-
CLAYEY
DESICATED
RESIDUUM
GRAY VERY
RESIDUUM
ELEVATION
TO BE
10
20
30
40
1
PER
5060
80
FOOT
100
N
21
WEATHERED
REFUSAL
REMARKS
OF
PENETRATION-BLOWS
5
TOPSOIL
STIFF
2.5
I
9-23-88
K-88195
JOB
Soil Test
QJrPbi
T-1
NUMBER
PROVIDED
BY
TVA
0
Law
BORING
Engineering
DATE
ELEV.
DEPTH
5
STIFF
2
MOTTLED
WITH
TRACE
FIRM
GRAY
OF
BROWN
20
30
40
PER
5060
80
FOOT
100
N
CLAY
SILTY
CHERT-
10
1
OF
PENETRATION-BLOWS
DESCRIPTION
FT.
K-88195
1
PAGE
Boring Record
9-22-88
DRILLED
JOB NUMBER
Soil Test
J-12A
NUMBER
d
FILL
5
FLY
-
ORGA.?iICS
ASH
WITH
TRACE
FILL
7
.
9.0
12
VERY
SOFT
WITH
ORGANICS
MOTTLED
SOFT
TO
-
BROWN
SILTY
CLAY
1
RESIDUUM
5
GRAYISH
VERY
SOFT
BROWN
SATURATED
SILTY
CLAY
WITH
-RESIDUUM
WEATHERED
SHALE
5
FRAGMENTS
2
50
24.8
0.3
REFUSAL
REMARKS
ELEVATION
TO
BE
PROVIDED
BY
TVA
0
qPV
Law Engineering
NUMBER
BORING
DATE
JOB
Boring Record
DRILLED
NUMBER
ELEV.
SILTY
CLAY
WITH
CHERT
FRAGMENTS
3.0
-CLAY
DARK GRAY
ASH AND
ASH
A ND ASH
MIXTURE
20
GREENISH
LIMESTONE
GRAY SHALE
FRAGMENTS
SLURRY
WITH
28.
DUE
TO.A
GRAY
AT 28.0 FEET THE
OFFSET AN D RE-DRILLED
CAVE-IN
BORING
WAS
SHALE
40.
REMARKS
BORING
ADVANCED
ELEVATION
TO
BE
USING
AIR ROTARY
PROVIDED
K-88195
1
BY
TVA
EQUIPMENT
OF
PENETRATION-BLOWS
5
RED-BROWN
9-26-88
PAGE
DESCRIPTION
FT.
J-12B
10
20
30
40
2
PER
5060
80
FOOT
100
N
Law
BORING
Engineering
DATE DRILLED
J08 NUMBER
SHALE
TERMINATED
REMARKS
SEE
KEY
SHEET
FOR
EXftANATION
K-88195
_
OF SYuAni
e?un .ee...--
10
20
30
2
OF
PENETRATION-BLOWS
5
54.2
BORING
9-26-88
._2
ELEV.
DESCRIPTION
GRAY
_
PAGE
Boring Record
DBTKFT.
J-12B
NUMBER
40
PER
5060
50
FOOT
700
N-
J-13A
Law Engineering
DATE
JOB
Soil Test
Boring Record
DRILLED
NUMBER
PAGE
5
BROldN
K-88195
1?
OF
PENETRATION-BLOWS
DESCRIPTION
VERY STIFF MOTTLED
CLAY - FILL
9-28-88
-
ELEV.
DEPTH FT.
1.5
NUMBER
BORING
10
20.
30
40
_2
PER
5060
80
FOOT
100
N
SILTY
N
BLACK FLY ASH
17
35
47
14.4
93
14
8
11
12
140-0
REMARKS
14
ELEVATION
TO
SEE KEr
BE PROVIDED
SHEET
FOR
EXPLANATION
BY
TVA
OF SrMBOLS
AND
ABBREVIATIONS
USED ABOVE
0
Law
L
DATE
JOB
Soil Test
Boring Record
9-28-88
ORILLED
K-88195
NUMBER
PENETRATION-BLOWS
DESCRIPTION
5
10
20
30
E.
FLY
2
OF
PAGE
ELEV.
jEfTd FT.
BLACK
A
J-13
NUMBER
BORING
Engineering
40
PER
5060
80
FOOT
100
N
a4
ASFI
LL
2
47.5
DENSE
SAND
AND
GRAVEL
-ALLUVIUM
14
1
/
52.5
FIRM
CLAY
VERY
-
SILTY
ALLUVIUM
25
64.0
REFUSAL
REMARKS
ELEVATI011
TO
SEE
KEY
BE
SHEET
PROVIDED
FOR
EXPLANATION
BY
OF
TVA
SYM8OLSANO
A88REVtATfONS
IICFn ARf1VF
0
L
Law Engineering
DATE
DRILLED
DESCRIPTION
?
t
TOPSOIL
BROS-TN
SILTY
WEATHERED
CLAY AND
SHALE
4.0
GRAY
ASH
40.0
REMARKS
BORING
ADVANCED
ELEVATION
USING
TO BE
.?
AIR
PROVIDED
?...?.
..
?..?
ROTARY
BY
......?.
EQUIPMENT
TVA
?
......
_
30/88
-
K-88195
1
PAGE
3
OF
ELEV.
DEPTH FT.
r
9/29
JOB NUMBER
Boring Record
5
7-3 3R
NUMBER
BORING
PENETRATION-BLOWS
5
10
20
30
40
PER
5060
80
FOOT
100
N
Law
J-13B
BORING
Engineering
NUMBER
DRILLED
NUMBER
2
ELEV.
DESCRIPTION
-I
45.0
ASH
AND
SAND
VERY
WET
i
65.0
GRAY
SHALE
LIMESTONE
WITH
AND
ZONES
OF
SANDSTONE
80.0
REMARKS
SEE
KEY
GMCCT
CP10
FYDl
ANATInN
OF
PENETRATION-BLOWS
5
D?J?.?FT
ASH
K-F38195
PAGE
Boring Record
GRAY
9/29-30/88
-JOB
?
DATE
10
20
30
40
3
PER
5060
80
FOOT
100
N
OL
J-13B
Law Engineering
BORING
9/29
DATEDRILLED
JOB NUMBER
3
ELEV
DESCRIPTION
RT.f6FT
GRAY SHALE
WITH
ZONES
LIMESTONE
AND SA1DSTONE
BORING
REMARKS
TERMINATED
10
20
30
3
OF
PENETRATION-BLOWS
5
OF
-30/88
K-88195
PAGE
Boring Record
82.0
NUMBER
40
PER
5060
80
FOOT
100
-N
Law
BORING
Engineering
-JOB
_
DATE
FT.
K-88195
1
PAGE
Boring Record
OF
PENETRATION-BLOWS
ELEV.
ffH
9-23-88
DRILLEO
NUMBER
Soil Test
J-14
NUMBER
DESCRIPTION
5
10
20
30
40
PER
5060
80
FOOT
100
N
GRAVEL
1
0
STIFF
RED-BROWN
SILTY
CLAY-
FILL
11
- --FIR14
3.5
MOTTLED
DARK
BROWN
SILTY
CLAY
6
FILL
6.0
-FIRM RED-BROWN
-
ORGANICS
-FIRM
8.5
MOTTLED
SILTY
11
SILTY
--
TRACE
CLAY
-
CLAY
WITH
7
FILL
DARK
BROt?IN
5
FILL
0
BLACK SILTY
ERY LOOSE
- ALLUVIUM
GRAVEL
SAND
AND
2
14.
?
16.0
1
--
-LI3OSE
SILTY
WITH
-
BROWN
AND GRAY
BLACK STAINING
CLAY
11
ALLUVIUM
10
22.5
VERY
HARD
GRAY
WEATHERED
SHALE
0
25.3
BORING
REMARKS
TERMINATED
ELEVATION
TO
BE
PROVIDED
BY
TVA
J-14A
Law Engineering
L
BORING
DATE
NUMBER
DRILLED
-JOB
_
NUMBER
9-22-88
K-88195
1
1
PAGE
Boring Record
EV
ELEV.
DESCRIPTION
FT.
RED-BROWN
AND
CLAY
ROCK
WITH
FILL USED
RAILROAD
17
TANISH
-
GRAY
DARK
SILTY
BROWN
FRAGMENTS-FILL
WITH
THE
TRACE
OF
ASH
FILL
19.
WEATHERED
BROWN
AND
TAN
SHALE
25.C
BORING
REMARKS
PENETRATION-BLOWS
10
FOR CONSTRUCTING
SILT
oF
TERMINATED
BORING
USING AIR
ADVANCED
ELEVATION
TO BE PROVIDED
ROTARY
BY TVA
EQUIPMENT
20
30
40
PER
5060
80
FOOT
100
N
0 L
J-14B
Law
BORING
Engineering
DATE
DESCRIPTION
FT.
BROWN
RED
FILL
SILTY
CLAY
-FILL
THE
RAILROAD
18.0
GRAY
BROfN
TRACE
OF
SILTY
CLAY
WITH
A
ASH
REFUSAL
5
BROWN
WITH
AND
GRAY
CALCITE
TO
GRAY
SHALE
SEAMS
40.0
BORING
REMARKS
BORING
TERMINATED
ADVANCED
ELEVATION
1
USING.
AIR
TO BE PROVIDED
ROTARY
BY
TVA
EQUIPMENT
oF
PENETRATION-BLOWS
10
FOR CONSTRUCTING
USED
9-22-88
K-88195
PAGE
ELEV.
24
DRILLED
JOB NUMBER
Boring Record
DEPTH
NUMBER
20
30
1
PER
40
5060
80
FOOT
100
N
A
Law
-DATE
BORING
Engineering
DRILLED
JOB NUMBER
Soil Test
1
2.0
WITH
ROCK
SOFT
TO
CLAY
-
FILL
BROWN
SILTY
20
30
40
PER
5060
80
FOOT
100
N
13
--
FRAGMENT
10
1
SILTY
-STIFF
-- - -
MOTTLED
4
5
REDDISH-BROWN
140TTLED
CLAY
OF
PENETRATION-BLOWS
DESCRIPTION
STIFF
9-21-88
K-88195
PAGE
Boring Record
ELEV.
DEPTH FT.
7-15
NUMBER
10
CLAY
FILL
0
FIRM
REDDISH
BROWN
SILTY
4
MP
RESIDUUM
\
9
10.5
12.0
SHALE-RESIDUUM
LIGHT
BROWN
VERY
WEATHERED
REFUSAL
REMARKS
ELEVATION
TO
BE
PROVIDED BY
TVA
eAL
Law Engineering
NUMBER
BORING
DATE
JOB
DRILLED
NUMBER
ELEV.
TO
BROWN
SILTY
CLAY
.
-5
_ - -
GRAY-BROWN
SILT
----
WITH
-
SHALE
FRAGMENTS
13
REFUSAL
GRAY
25
SHALE
2
BORING
140.0
TERMINATED
1
REMARKS
BORING
ADVANCED
ELEVATION
TO
USING
AIR
BE PROVIDED
ROTARY
BY
TVA
EQUIPMENT
OF
PENETRATION-BLOWS
5
TANISH-BROWN
K-88195
1
DESCRIPTION
FT.
9-21-88
PAGE
Boring Record
EPjH
J-15A
10
20
30
40
PER
5060
80
FOOT
100
N
eAL
Law
J-15B
BORING
Engineering
DATE
NUMBER
DRILLED
JOB NUMBER
9-21-88
K-88195
_
1
PAGE
Boring Record
ELEV.
UP6H
FT.
DESCRIPTION
WEATHERED
SHALE
BROWN
GRAY-BROWN
AND
WITH
TRACE
GRAY
SHALE
SHALE
SILTY
CLAY.
FRAGMENTS
14.0
40.0
REMARKS
BORING
ADVANCED
ELEVATION
TO
BE
PENETRATION-BLOWS
5
3.0
USING
AIR
PROVIDED
ROTARY
BY
TVA
EQUIPMENT
2
OF
10
20
30
40
PER
5060
80
FOOT
100
-N
Law Engineering
NUMBER
BORING
DATE
DRILLED
J-15B
9-21-88
K-88195
JOB NUMBER
Q
T
2
PAGE
Boring Record
ELEV.
FT
PENETRATION-BLOWS
DESCRIPTION
5
GRAY
SHALE
44.2
BORING
REMARKS
TERMINATED
10
20
30
2
OF
40
PER
5060
80
FOOT
100
-N-
S
Law
BORING
Engineering
DATE
JOB
NUMBER
DRILLED
NUMBER
1
0.
DESCRIPTION
5
TOPSOIL
-FILL
RED-BRO4N
AND
BROWN
SILTY
CLAY
13.0
GRAY
SOME
BROWN
OF
SILTY
THE
ASSOICIATED
CLAY
SOILS
WITH
-
APPEAR
AN
OLD
14.
FILL
TO
BE
ROAD
SURFACE
18.0
RED
BROWN
SLURRY
SANDY
-
CLAY
POSSIBLE
RESIDUUM
0.0
REMARKS
ELEVATION
TO
BE
PROVIDED
BY
TVA
10
20
2
OF
PENETRATION-BLOWS
ELEV.
FT.
K-88195
PAGE
Boring Record
dEBTH
J-16A
10-5-88
30
40
PER
5060
80
FOOT
100
-N
a
Law Engineering
BORING
10-5-88
DATE
JOB
Boring Record
DESCRIPTION
GRAY
BROWN
SANDY
CLAYEY
WHICH
-RESIDUUM
SILT
61.0
GRAY
SADIDY
14EATHERED
64
CLAY
SHALE
CONTAINING
FRAGMENTS
-RESIDUUM
7
REFUSAL
REMARKS
ELEVATION
TO
BE
PROVIDED
K-88195
NUMBER
BY
TVA
2
OF
PENETRATION-BLOWS
10
TO GRAY CLAY-SAND
GRADES
DRILLED
PAGE
ELEV.
DEeTF1FT.
J-16A
NUMBER
20
30
40
PER
5060
80
FOOT
100
N
4
Law
BORING
Engineering
DATE
DRILLED
-JOB
RED-BROWN
SILTY
10
CLAY
-
FRAGMENTS
WITH
SMALL
FILL
-RED
- - - -
TO
CLAY
RED-BROWN
-
BROWN
TO
SILTY
FILL
20.5
BROWN
SILTY
CLAY
-
POSSIBLE
TOPSOIL
22.0
GRAY
AND
BROWN
SLURRY
WITH
ROCK
FRAGMENTS
1
REMARKS
BORING
ADVANCED
ELEVATION
TO
SEE
KEY
USING
BE
SHFFT
1
AIR
PROVIDED
Fnii
FXPIANATION
ROTARY
BY
EQUIPMENT
TVA
OF
Svuwnf
eAun
AAwwFwA7ln.oe
1
1ec1
1-c
20
30
c15
2
OF
PENETRATlON-BLOWS
DESCRIPTION
ROCK
140.0
K-RAI
PAGE
Boring Record
ELEV.
0
9-23-88
NUMBER
DEPTH FT.
10
J-16B
NUMBER
40
PER
5060
80
FOOT
100
N
4
Law Engineering
DATE
JOB
DRILLED
K-88195
NUMBER
2
DESCRIPTION
FT.
PENETRATION-BLOWS
5
41.0
CASING
THE
BLEW-OUT
BORING
WAS
AROUND 41
AND
FEET.
OFFSET
REDRILLED
RED-BROWN
WITH
CLAY
AND GRAY
BROWN
SHALE
FRAGMENTS
6.0
BROWN
AND GRAY
SHALE
3.0
BORING
REMARKS
TERf4INATED
SILTY
2
OF
ELEV.
z?.
9-23-88
PAGE
Boring Record
PVTH
J-16B
NUMBER
BORING
10
20
30
40
PER
5060
80
FOOT
100
-N
SURFACE
SURFACE
DEPTH
DEPTH
METERS
METERS
GROUND.
0-GROUND
0-
9.3
10.9
8.0
J8
J4
LOCATIONS
LT
I
WELL
SAND
SHALE
SHALE
CLAY/S
13.4
MONITORING
8.8
Js
J7
J3
-?
PLANT
ASH
SAND
SAND
SHALE
SHALE
CLAY/SILT
CLAY/SILT
AT
14.5
11.4
16.0
18.4
SUBSTRATUM
13.4
J2
J6
?
THE
ASH
OF
SAND
SAND
SHALE
SHALE
CLAY/SILT
CLAY/SILT
PROFILE
10.2
11.8
4.1
?
J5
JI
-
?..
VERTICAL
SAND
SHALE
SHALE
CLAY/SILT
CLAY/SILT

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