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Lift Station Nos. 28, 54, 60 & 67, Improvements, Project No. CIP0071_P IFB17-0313
APPENDIX B
KEY TO BORING LOG
59
HA
SS
SS
SS
SS
SS
SS
SS
SS
2
2
1
4
6
7
4
8
36
29
22
15
51
12
7
Dark grayish brown fine SAND with silt (SP-SM)
Grayish brown clayey fine SAND (SC)
- less clayey
- very loose, dark grayish brown
- less clayey
Firm, gray sandy CLAY (CH)
Loose, light gray silty fine SAND (SM)
- very loose
Loose, light gray fine SAND with silt (SP-SM)
23
1.0
13.0
18.0
27.0
30.0
SHEET 1 OF 1
PROJECT:
ENGINEERING ASSOCIATES, INC.
SY
MB
OL
0
5
10
15
20
25
30
3.4
SURFACE ELEVATION:
DRILLING METHOD:
COMPLETION DEPTH:
See Figure 3
ST
RA
TU
M
GROUNDWATER DEPTH:
OC
%
(bpf
)
ANTILLIAN
DESCRIPTION
DATE:
+99 Approx.PROJECT NO:
MC
%
A-2
SA
MP
LES
LOG OF BORING 54-1
LL PI
Mud-Rotary
30.0
SP
T N
-VA
LUE
- 20
0
SA
MP
LE T
YP
E3/23/16
DE
PT
H,
ft.
201513-2
LOCATION:
EL
/ D
EP
TH
Lift Stations 28, 54, 60 and 67 Improvements
HA
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1
1
WOH
3
1
WOH
4
4
7
4
11
11
12
9
16
7
16
7
Dark brown, fine SAND with silt (SP-SM)
- very loose, very dark brown
- dark brown
- occasional pieces of woody root
- gray
Very loose, gray, silty fine SAND (SM)
Loose, greenish gray fine SAND with silt (SP-SM)
Very loose, green, silty fine SAND (SM)
Medium dense, greenish gray, fine SAND with silt (SP-SM)
18.0
23.0
28.0
33.0
35.0
SHEET 1 OF 1
PROJECT:
ENGINEERING ASSOCIATES, INC.
SY
MB
OL
0
5
10
15
20
25
30
35
3.2
SURFACE ELEVATION:
DRILLING METHOD:
COMPLETION DEPTH:
See Figure 4
ST
RA
TU
M
GROUNDWATER DEPTH:
OC
%
(bpf
)
ANTILLIAN
DESCRIPTION
DATE:
+96 Approx.PROJECT NO:
MC
%
A-3
SA
MP
LES
LOG OF BORING 60-1
LL PI
Mud-Rotary
35.0
SP
T N
-VA
LUE
- 20
0
SA
MP
LE T
YP
E3/23/16
DE
PT
H,
ft.
201513-2
LOCATION:
EL
/ D
EP
TH
Lift Stations 28, 54, 60 and 67 Improvements
HA
SS
SS
SS
SS
SS
SS
SS
SS
6
8
8
10
3
7
13
10
12
14
36
18
10
Mixed brown and yellowish brown fine SAND with silt(SP-SM)
- yellowish brown
- loose, mixed dark yellowish brown and dark brown
Very loose, grayish brown silty fine SAND (SM)
Loose, gray clayey fine SAND (SC)
Medium dense, light brownish gray silty fine SAND (SM)
Loose, light greenish gray fine SAND with silt (SP-SM)
13.0
18.0
23.0
28.0
30.0
SHEET 1 OF 1
PROJECT:
ENGINEERING ASSOCIATES, INC.
SY
MB
OL
0
5
10
15
20
25
30
7.0
SURFACE ELEVATION:
DRILLING METHOD:
COMPLETION DEPTH:
See Figure 4
ST
RA
TU
M
GROUNDWATER DEPTH:
OC
%
(bpf
)
ANTILLIAN
DESCRIPTION
DATE:
+96 Approx.PROJECT NO:
MC
%
A-4
SA
MP
LES
LOG OF BORING 67-1
LL PI
Mud-Rotary
30.0
SP
T N
-VA
LUE
- 20
0
SA
MP
LE T
YP
E3/23/16
DE
PT
H,
ft.
201513-2
LOCATION:
EL
/ D
EP
TH
Lift Stations 28, 54, 60 and 67 Improvements
54-1
1.0
Grayish brown clayey sand
29.1 SC54-1
2.5
Grayish brown clayey sand
21.9 SC54-1
7.0
Dark grayish brown clayey sand
14.9 SC54-1
13.5
Gray sandy clay
51.0 23 59 36 CH54-1
23.5
Light gray silty sand
12.4 SM54-1
28.5
Light gray sand with silt
7.2 SP-SM60-1
1.0
Dark brown sand with silt
10.6 SP-SM60-1
4.0
Very dark brown sand with silt
11.6 SP-SM60-1
16.5
Gray sand with silt
9.4 SP-SM60-1
18.5
Gray silty sand
15.8 SM60-1
23.5
Greenish gray sand with silt
6.7 SP-SM60-1
28.5
Green silty sand
15.7 SM60-1
33.5
Greenish gray sand with silt
6.7 SP-SM67-1
4.0
Mixed dk yellowish brn and dk brn sand w silt
11.7 SP-SM67-1
13.5
Grayish brown silty sand
14.1 SM67-1
18.5
Gray clayey sand
36.2 SC67-1
23.5
Light brownish gray silty sand
17.6 SM67-1
28.5
Light greenish gray sand with silt
9.8 SP-SM
Manager:
Location:
Project Description:
Project: Job Number: Sheet of 1Lift Stations 28, 54, 60 and 67 Improvements 201513-2 1
Boring
Depth
Sample Description
#100
Fines
#200
WaterContent
LL PIk
(ft/day)#4
OrganicContent
AASHTO USCS
Client:
Summary OfLaboratory Test Results
#10 #40 #60
StratumNumber
ANTILLIANENGINEERING ASSOCIATES, INC.
RE
V:
04
-41
.18
-
0
D e p t h F e e t
0
10
20
30
40
50
60
70
80
90
10
0
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
1
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
2
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
3
Soundin
g I
NS
ITU
CP
T 3
Test-
Date
Test-
Date
04-2
0-2
016
11:0
8:1
1
Antilli
an E
ngin
eering A
ssocia
tes,
Inc.
Orlando L
ift
Sta
tion 2
8
insit
u g
rou
p
(407)
425-5
015
'=' P
ush
In
terr
up
ted
To
Ad
d R
od
Sta
tic D
ata
May B
e A
vail
ab
le
RE
V:
04
-41
.18
-
0
D e p t h F e e t
0
5
10
15
20
25
30
35
40
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
1
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
2
C
ON
E O
VE
RL
AY
C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
(T
SF
) 5
00
To
tal
Po
reP
res
su
re-u
20
(T
SF
) 3
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0
(TS
F)
15
Fri
cti
on
Ra
tio
0%
10
Soundin
g:
insitu c
pt
3
Soundin
g I
NS
ITU
CP
T 3
Test-
Date
Test-
Date
04-2
0-2
016
11:0
8:1
1
Antilli
an E
ngin
eering A
ssocia
tes,
Inc.
Orlando L
ift
Sta
tion 2
8
insit
u g
rou
p
(407)
425-5
015
'=' P
ush
In
terr
up
ted
To
Ad
d R
od
Sta
tic D
ata
May B
e A
vail
ab
le
RE
V:
04
-41
.18
-
0
D e p t h F e e t
0
10
20
30
40
50
60
70
80
90
10
0
Co
ars
e S
ca
le
Fin
e S
ca
le
PIE
ZO
CO
NE
SO
UN
DIN
G IN
SIT
U C
PT
1 C
orr
ec
ted
Co
ne
Re
sis
tan
ce
- q
t0
( T
SF
) 5
00
0 5
0
To
tal
Po
reP
res
su
re-u
20
( T
SF
) 3
Hyd
ro
A F
ac
tor
- A
0%
100
Co
rre
cte
d L
oc
al
Fri
cti
on
-ft
0(
TS
F )
15
Fri
cti
on
Ra
tio
0%
10
S
oil
Beh
avio
r
L
eg
en
d
Ext
rem
ely
Soft
/Loose
- P
ossib
le V
oid
s
Sensitiv
e F
ine
Gra
ined
S
oft
Cla
ys
To O
rganic
Cla
ys
S
ilty C
lay
To C
lay
C
layey S
ilt
Silt
y C
lay
Sandy S
ilt T
o
Cla
yey S
ilt
Silt
y S
and T
o
Sandy S
ilt
Sand T
o
S
ilty S
and
Sand
Gra
velly
Sand
T
o S
and
V
ery
Stiff
Fin
e G
rain
ed
Dense S
and T
o C
layey S
and
Soundin
g I
NS
ITU
CP
T 1
Test-
Date
Test-
Date
04-2
0-2
016
09:5
1:3
5
Antilli
an E
ngin
eering A
ssocia
tes,
Inc.
Orlando L
ift
Sta
tion 2
8
insit
u g
rou
p
(407)
425-5
015
'=' P
ush
In
terr
up
ted
To
Ad
d R
od
Sta
tic D
ata
May B
e A
vail
ab
le
REV
: 04-
42.4
1 -
0
STA
ND
AR
D S
OIL
BEH
AVIO
R T
AB
LE
Sou
ndin
g #
INS
ITU
CP
T 1
Test
Dat
e T
est-D
ate
Test
-Dat
e 04
-20-
2016
09:
51:3
5
Ant
illia
n E
ngin
eerin
gLi
ft S
tatio
n 28
Dep
thSo
ilQ
tC
orre
cted
Loc
alFr
ictio
n Lf
CPT
Vert
ical
Rel
ativ
eFr
ictio
nC
onst
rain
edU
ndra
ined
Sens
.C
omp.
OC
RN
Beh
avio
rEf
fect
ive
Den
sity
Angl
eM
odul
usSh
ear
Type
Stre
ssSt
reng
th(F
eet)
(#)
(%)
(Deg
rees
)
insi
tu g
rou
p
1
SA
ND
TO
SIL
TY S
AN
D
4
0.42
0
.084
1
0 0
.048
50
%-5
8%>4
3 8
8.93
----
----
2
SA
ND
TO
SIL
TY S
AN
D
5
2.54
0
.208
1
3 0
.096
50
%-5
8%>4
3 1
15.5
9--
----
-- 3
SIL
TY S
AN
D T
O S
AN
DY
SIL
T 1
9.84
0
.116
6
0.1
45
42%
-50%
37-3
9 4
3.65
----
----
4
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 9
.74
0.0
99
3 0
.175
35
-42%
33-3
5 2
1.42
----
----
5
S
EN
SIT
IVE
FIN
E G
RA
INE
D
6.5
8 0
.057
3
0.1
87
----
-- .4
2 1
1.4
.03
6 6
SE
NS
ITIV
E F
INE
GR
AIN
ED
6
.63
0.0
54
3 0
.199
--
----
.42
12
.03
6 7
SE
NS
ITIV
E F
INE
GR
AIN
ED
5
.97
0.0
49
2 0
.211
--
----
.37
12
.03
6 8
CLA
YEY
SIL
T TO
SIL
TY C
LAY
7.6
4 0
.05
3 0
.243
--
----
.48
15.
2 .0
66
9
C
LAYE
Y S
ILT
TO S
ILTY
CLA
Y 7
.32
0.0
61
3 0
.275
--
----
.45
11.
9 .0
66
10
C
LAYE
Y S
ILT
TO S
ILTY
CLA
Y 8
.32
0.0
68
4 0
.307
--
----
.52
12.
2 .0
66
11
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 1
2.1
0.1
09
4 0
.337
35
-42%
29-3
1 2
6.62
----
----
12
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
26.
66
0.1
33
8 0
.364
42
%-5
0%33
-35
58.
66--
----
-- 1
3
S
AN
D T
O S
ILTY
SA
ND
62.
23
0.2
21
15
0.3
91
50%
-58%
37-3
9 1
36.9
1--
----
-- 1
4
S
AN
D T
O S
ILTY
SA
ND
68.
07
0.2
75
17
0.4
18
50%
-58%
37-3
9 1
49.7
5--
----
-- 1
5
S
AN
D
1
07.9
0
.431
2
1 0
.443
58
%-6
5%39
-41
237
.38
----
----
16
SA
ND
168
.58
0.5
36
33
0.4
67
>85%
41-4
3 3
70.8
7--
----
-- 1
7
S
AN
D
1
63.1
7 0
.487
3
2 0
.492
>8
5%41
-43
358
.98
----
----
18
SA
ND
181
.7
0.5
81
36
0.5
16
>85%
41-4
3 3
99.7
5--
----
-- 1
9
S
AN
D
1
73.1
9 0
.666
3
4 0
.541
65
%-8
5%39
-41
381
.02
----
----
20
SA
ND
135
.82
0.7
67
27
0.5
65
58%
-65%
39-4
1 2
98.8
1--
----
-- 2
1
S
AN
D T
O S
ILTY
SA
ND
82.
2 0
.676
2
0 0
.592
50
%-5
8%37
-39
180
.84
----
----
22
SA
ND
TO
SIL
TY S
AN
D
8
0.62
0
.449
2
0 0
.62
50%
-58%
37-3
9 1
77.3
7--
----
-- 2
3
S
AN
D T
O S
ILTY
SA
ND
70.
88
0.3
38
17
0.6
47
50%
-58%
35-3
7 1
55.9
5--
----
-- 2
4
S
AN
D T
O S
ILTY
SA
ND
71.
94
0.4
1
7 0
.674
50
%-5
8%35
-37
158
.28
----
----
25
SA
ND
TO
SIL
TY S
AN
D
8
2.33
0
.38
20
0.7
01
50%
-58%
35-3
7 1
81.1
4--
----
-- 2
6
S
AN
D T
O S
ILTY
SA
ND
65.
17
0.6
64
16
0.7
28
50%
-58%
35-3
7 1
43.3
9--
----
-- 2
7
S
AN
D T
O S
ILTY
SA
ND
92.
85
0.6
86
23
0.7
55
50%
-58%
35-3
7 2
04.2
7--
----
-- 2
8
S
AN
D
1
14.7
2 0
.702
2
2 0
.78
50%
-58%
37-3
9 2
52.4
----
----
29
SA
ND
105
.52
0.5
32
21
0.8
04
50%
-58%
37-3
9 2
32.1
5--
----
-- 3
0
S
AN
D T
O S
ILTY
SA
ND
90.
4 0
.398
2
2 0
.831
50
%-5
8%35
-37
198
.88
----
----
31
SA
ND
TO
SIL
TY S
AN
D
5
0.57
0
.291
1
2 0
.858
35
-42%
33-3
5 1
11.2
5--
----
-- 3
2
SIL
TY S
AN
D T
O S
AN
DY
SIL
T 2
4.67
0
.271
8
0.8
85
35-4
2%29
-31
54.
29--
----
-- 3
3
S
ILTY
CLA
Y to
CLA
Y
13.
32
0.4
13
8 0
.917
--
----
.76
3.2
.02
3 3
4
S
ILTY
CLA
Y to
CLA
Y
15.
92
0.5
93
10
0.9
49
----
-- .9
3 2
.6 .0
13
35
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
53.
12
0.5
4 1
7 0
.977
35
-42%
33-3
5 1
16.8
6--
----
-- 3
6
SA
ND
Y S
ILT
TO C
LAYE
Y S
ILT
24.
86
0.6
47
9 1
.006
35
-42%
27-2
9 5
4.71
----
----
37
SIL
TY C
LAY
to C
LAY
1
2.38
0
.431
8
1.0
38
----
-- .6
8 2
.8 .0
23
38
SIL
TY C
LAY
to C
LAY
1
1.49
0
.363
7
1.0
7 --
----
.62
3.1
.02
3 3
9
CLA
YEY
SIL
T TO
SIL
TY C
LAY
15.
7 0
.342
7
1.1
02
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CLA
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11.
74
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04-2
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Stre
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41
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SIL
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CLA
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SIL
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9.86
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7
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7--
----
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SIL
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50.
45--
----
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3
SA
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51
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56
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38.
53--
----
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4
SA
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12.
98
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28.
56--
----
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5
SIL
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1.82
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48.
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----
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6
SA
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ILT
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15.
82
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34.
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----
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7
SA
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16.
85
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68
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35
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37.
07--
----
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8
SA
ND
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ILT
TO C
LAYE
Y S
ILT
12.
58
0.1
74
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35
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27.
67--
----
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9
CLA
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SIL
T TO
SIL
TY C
LAY
10.
97
0.1
66
5 1
.398
--
----
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0
SA
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ILT
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LAYE
Y S
ILT
15.
56
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35
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34.
24--
----
-- 5
1
S
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D T
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SA
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45.
98
0.1
92
11
1.4
55
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2%29
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101
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----
----
52
SA
ND
TO
SIL
TY S
AN
D
4
5.15
0
.205
1
1 1
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35
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29-3
1 9
9.34
----
----
53
S
ILTY
SA
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TO
SA
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40.
43
0.1
97
13
1.5
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88.
95--
----
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4
SIL
TY S
AN
D T
O S
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SIL
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1.19
0
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13
1.5
36
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90.
63--
----
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5
S
AN
D T
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SA
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43.
89
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63
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96.
57--
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6
S
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SA
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47.
91
0.2
04
11
1.5
9 35
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29-3
1 1
05.4
----
----
57
S
ILTY
SA
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TO
SA
ND
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ILT
40.
08
0.1
84
13
1.6
17
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88.
19--
----
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8
SIL
TY S
AN
D T
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AN
DY
SIL
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3.88
0
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1
1 1
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35
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25-2
7 7
4.53
----
----
59
S
ILTY
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SA
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43.
17
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14
1.6
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94.
97--
----
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0
SIL
TY S
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D T
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AN
DY
SIL
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4.38
0
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1
1 1
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35
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25-2
7 7
5.63
----
----
61
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TY S
AN
D
6
1.84
0
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1
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29-3
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36.0
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68.
07
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31
17
1.7
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149
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----
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63
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5 0
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1
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78.
11--
----
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4
SA
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17.
23
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35
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37.
91--
----
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5
SIL
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AN
D T
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AN
DY
SIL
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9.98
0
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6
1.8
36
35-4
2%<2
5 4
3.96
----
----
66
S
AN
DY
SIL
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CLA
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SIL
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9.54
0
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7
1.8
66
35-4
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5 4
2.99
----
----
67
S
ILTY
SA
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22.
49
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49.
49--
----
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8
SIL
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1.75
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1.9
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47.
85--
----
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9
SIL
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0.59
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1.9
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5.29
----
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70
S
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39.
38
0.5
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13
1.9
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86.
64--
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S
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104
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26
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S
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141
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144
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318
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76
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327
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------
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24
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NS
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Date
Test-
Date
04-2
0-2
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11:0
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Antilli
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INS
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Test
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e T
est-D
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e 04
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2016
11:
08:1
1
Ant
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tatio
n 28
Dep
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Den
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Angl
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Type
Stre
ssSt
reng
th(F
eet)
(#)
(%)
(Deg
rees
)
insi
tu g
rou
p
1
SA
ND
122
.91
0.8
5 2
4 0
.045
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5%>4
3 2
70.4
2--
----
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S
AN
D T
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SA
ND
42.
29
0.1
09
10
0.0
94
50%
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41-4
3 9
3.05
----
----
3
SA
ND
TO
SIL
TY S
AN
D
4
7.42
0
.119
1
1 0
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50
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-43
104
.33
----
----
4
S
ILTY
SA
ND
TO
SA
ND
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ILT
31.
14
0.1
03
10
0.1
69
50%
-58%
37-3
9 6
8.51
----
----
5
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 1
7.09
0
.092
6
0.1
99
42%
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35-3
7 3
7.61
----
----
6
C
LAYE
Y S
ILT
TO S
ILTY
CLA
Y 8
.07
0.1
2 4
0.2
31
----
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1 6
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66
7
S
ILTY
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TO
SA
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19.
51
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42
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42.
93--
----
-- 8
SIL
TY S
AN
D T
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AN
DY
SIL
T 2
0.76
0
.076
6
0.2
85
42%
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33-3
5 4
5.68
----
----
9
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
30.
43
0.0
6 1
0 0
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42
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0%35
-37
66.
95--
----
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0
S
AN
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SA
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35.
45
0.0
86
8 0
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50
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8%35
-37
77.
99--
----
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1
S
AN
D T
O S
ILTY
SA
ND
41.
28
0.0
95
10
0.3
66
50%
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35-3
7 9
0.83
----
----
12
SA
ND
TO
SIL
TY S
AN
D
4
6.41
0
.141
1
1 0
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50
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-37
102
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----
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3
S
AN
D T
O S
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SA
ND
59.
98
0.1
65
14
0.4
2 50
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8%37
-39
131
.95
----
----
14
SA
ND
TO
SIL
TY S
AN
D
6
8.54
0
.191
1
7 0
.447
50
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8%37
-39
150
.79
----
----
15
SA
ND
99.
73
0.2
78
19
0.4
72
58%
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39-4
1 2
19.4
----
----
16
SA
ND
109
.59
0.3
23
21
0.4
96
58%
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39-4
1 2
41.1
1--
----
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7
S
AN
D
1
31.6
8 0
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2
6 0
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58
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5%39
-41
289
.71
----
----
18
SA
ND
177
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0.6
92
35
0.5
46
65%
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41-4
3 3
91.5
6--
----
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9
S
AN
D
1
52.8
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3
0 0
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65%
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39-4
1 3
36.1
9--
----
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0
S
AN
D
1
49.1
4 1
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2
9 0
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65
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5%39
-41
328
.12
----
----
21
SA
ND
156
.72
1.3
48
31
0.6
19
65%
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39-4
1 3
44.7
8--
----
-- 2
2
S
AN
D
1
19.0
5 0
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2
3 0
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58
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5%37
-39
261
.91
----
----
23
SA
ND
TO
SIL
TY S
AN
D
6
4.98
0
.681
1
6 0
.671
50
%-5
8%35
-37
142
.96
----
----
24
SA
ND
TO
SIL
TY S
AN
D
7
9.28
0
.686
1
9 0
.698
50
%-5
8%35
-37
174
.42
----
----
25
SA
ND
TO
SIL
TY S
AN
D
7
8.65
0
.563
1
9 0
.725
50
%-5
8%35
-37
173
.04
----
----
26
SA
ND
TO
SIL
TY S
AN
D
8
1.43
0
.728
2
0 0
.752
50
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8%35
-37
179
.15
----
----
27
SA
ND
TO
SIL
TY S
AN
D
1
10.0
3 0
.687
2
7 0
.779
50
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8%37
-39
242
.08
----
----
28
SA
ND
117
.42
0.5
42
23
0.8
04
58%
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37-3
9 2
58.3
3--
----
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9
S
AN
D T
O S
ILTY
SA
ND
92.
89
0.4
03
23
0.8
31
50%
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35-3
7 2
04.3
6--
----
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0
SA
ND
Y S
ILT
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LAYE
Y S
ILT
22.
28
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97
8 0
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35-4
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49.
02--
----
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1
CLA
YEY
SIL
T TO
SIL
TY C
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14.
99
0.4
2 7
0.8
93
----
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8 3
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33
32
SIL
TY C
LAY
to C
LAY
1
5.59
0
.524
1
0 0
.925
--
----
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2.9
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3 3
3
S
ILTY
CLA
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CLA
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15.
31
0.5
14
10
0.9
57
----
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9 2
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13
34
S
ILTY
SA
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TO
SA
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ILT
37.
77
0.5
64
12
0.9
84
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-33
83.
09--
----
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5
SA
ND
Y S
ILT
TO C
LAYE
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ILT
28.
37
0.4
28
11
1.0
13
35-4
2%29
-31
62.
41--
----
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6
SA
ND
Y S
ILT
TO C
LAYE
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ILT
15.
02
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53
6 1
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35
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33.
04--
----
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7
CLA
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SIL
T TO
SIL
TY C
LAY
10.
69
0.2
5
1.0
75
----
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7 5
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38
C
LAYE
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CLA
Y 8
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0.1
72
4 1
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--
----
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61-
1.5
39
C
LAYE
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ILT
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CLA
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.63
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66
4 1
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----
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1-1.
5 4
0
SIL
TY S
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1.53
0
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1
0 1
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35
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29-3
1 6
9.38
----
----
STA
ND
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D S
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BEH
AVIO
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AB
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Soun
ding
# IN
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CPT
3Te
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st-D
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04-2
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16 1
1:08
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28
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(#)
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)
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41
S
ILTY
SA
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SA
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28.
04
0.1
39
9 1
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35
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27-2
9 6
1.7
----
----
42
S
ILTY
SA
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TO
SA
ND
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ILT
25.
62
0.1
39
8 1
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35-4
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56.
36--
----
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3
CLA
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T TO
SIL
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11.
14
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56
5 1
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--
----
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7.1
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5 4
4
SIL
TY S
AN
D T
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DY
SIL
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1.6
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37
7 1
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35-4
2%25
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47.
52--
----
-- 4
5
SIL
TY S
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D T
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DY
SIL
T 2
6.27
0
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8
1.3
07
35-4
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57.
8--
----
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6
SIL
TY S
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SIL
T 2
2.48
0
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7 1
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35
-42%
25-2
7 4
9.46
----
----
47
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 1
5.06
0
.141
6
1.3
63
35-4
2%<2
5 3
3.14
----
----
48
C
LAYE
Y S
ILT
TO S
ILTY
CLA
Y 9
.38
0.1
01
4 1
.395
--
----
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9.2
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1-1.
5 4
9
SIL
TY S
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2.47
0
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7
1.4
23
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49.
43--
----
-- 5
0
S
AN
D T
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SA
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52.
87
0.1
75
13
1.4
5 35
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31-3
3 1
16.3
1--
----
-- 5
1
S
AN
D T
O S
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SA
ND
53.
25
0.1
79
13
1.4
77
35-4
2%31
-33
117
.15
----
----
52
SA
ND
TO
SIL
TY S
AN
D
4
1.94
0
.141
1
0 1
.504
35
-42%
29-3
1 9
2.27
----
----
53
SA
ND
TO
SIL
TY S
AN
D
4
5.23
0
.142
1
1 1
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35
-42%
29-3
1 9
9.51
----
----
54
SA
ND
TO
SIL
TY S
AN
D
4
2.55
0
.158
1
0 1
.558
35
-42%
29-3
1 9
3.61
----
----
55
SA
ND
TO
SIL
TY S
AN
D
4
4.73
0
.125
1
1 1
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35
-42%
29-3
1 9
8.42
----
----
56
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
28.
58
0.1
28
9 1
.612
35
-42%
25-2
7 6
2.89
----
----
57
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
27.
36
0.1
96
9 1
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35
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25-2
7 6
0.19
----
----
58
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 2
2.12
0
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8
1.6
69
35-4
2%<2
5 4
8.67
----
----
59
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
35.
86
0.2
28
11
1.6
96
35-4
2%27
-29
78.
89--
----
-- 6
0
S
AN
D T
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SA
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63.
85
0.2
1 1
5 1
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35
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31-3
3 1
40.4
8--
----
-- 6
1
S
AN
D T
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ILTY
SA
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53.
07
0.1
82
13
1.7
5 35
-42%
29-3
1 1
16.7
6--
----
-- 6
2
SIL
TY S
AN
D T
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AN
DY
SIL
T 2
4.23
0
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8
1.7
77
35-4
2%<2
5 5
3.3
----
----
63
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 1
7.55
0
.176
7
1.8
07
35-4
2%<2
5 3
8.61
----
----
64
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 1
8.94
0
.146
7
1.8
36
35-4
2%<2
5 4
1.67
----
----
65
S
AN
DY
SIL
T TO
CLA
YEY
SIL
T 2
0.86
0
.206
8
1.8
66
35-4
2%<2
5 4
5.9
----
----
66
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
19.
79
0.1
57
6 1
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35
-42%
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43.
54--
----
-- 6
7
SIL
TY S
AN
D T
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AN
DY
SIL
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9.25
0
.141
6
1.9
2 35
-42%
<25
42.
36--
----
-- 6
8
SIL
TY S
AN
D T
O S
AN
DY
SIL
T 2
2.84
0
.156
7
1.9
47
35-4
2%<2
5 5
0.25
----
----
69
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
38.
23
0.5
37
12
1.9
74
35-4
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84.
11--
----
-- 7
0
SIL
TY S
AN
D T
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AN
DY
SIL
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5.4
1.4
18
31
2.0
01
<35%
31-3
3 2
09.8
8--
----
-- 7
1
S
AN
D
2
69.6
1 2
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5
3 2
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65
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5%37
-39
593
.16
----
----
72
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
89.
31
2.3
36
29
2.0
53
<35%
31-3
3 1
96.5
----
----
73
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
156
.69
3.0
31
52
2.0
8 42
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0%33
-35
344
.73
----
----
74
S
ILTY
SA
ND
TO
SA
ND
Y S
ILT
110
.77
2.0
52
36
2.1
07
35%
-42%
31-3
3 2
43.6
9--
----
-- 7
5
S
AN
D T
O S
ILTY
SA
ND
108
.31
0.6
64
27
2.1
34
35%
-42%
31-3
3 2
38.2
8--
----
--
76
109
.91
------
------
-- E
ND
OF
SO
UN
DIN
G --
------
-----
