i...
Boring Designation POBC-02
DRILLING LOG
I DIVISION
INSTALLATION
ISHEET 1
OF 1 SHEETS
1.
PROJECT
9. SIZE AND TYPE OF BIT
Matagorda County Sand Search
10.
COORDINATE SYSTEM/DATUM
: HORIZONTAL
: VERTICAL
Matagorda County, Texas
UTMZone 15
: NAD 1927
: Observational
2.
BORING DESIGNATION
: LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL
o
AUTO HAMMER
POBC-02
:X=
y=
Auger
o
MANUAL HAMMER
3. DRILLING AGENCY
: CONTRACTOR FILE NO.
: DISTURBED
: UNDISTURBED (UD)
Coastal Tech
,
,
12. TOTAL SAMPLES
,
,
,
,
4.
NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Randy Parkinson
14.
ELEVATION GROUND WATER
5.
DIRECTION OF BORING
,DEG. FROM
,BEARING
1:8:1
o
VERTICAL
INCLINED
,
,
: VERTICAL
,
,
,
I
15.
DATE BORING ,
,
: STARTED
05-13-05
,
,
: COMPLETED
05-13-05
6. THICKNESS OF OVERBURDEN
0.0 Ft.
16.
ELEVATION TOP OF BORING
Not Determined
7. DEPTH DRILLED INTO ROCK
N/A
17.
TOTAL RECOVERY FOR BORING
7 Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8.
TOTAL DEPTH OF BORING
7.0 Ft.
Q
11:111
ELEV.
DEPTH
Z
CLASSIFICATION OF MATERIALS
0'"
III
R*C.
a.
REMARKS
(ft)
(ft)
1:1
Depths and elevations based on measured values
><:1:
III
Oce
0.0
...
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.,
..
..
..
..
..
..
.
.
.
.
.
.
.
.
.
Fine
grained,
(1
OYR-7/6)
quartz,
,
(SP).
SAND,
yellow
-
7.0
.
.
.
.
.
.
.
..
..
..
.
.
.
.
End of Boring
-
f-
-
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN04
111(/1
r-1-
Sample #1, Depth = 0.0' - 0.5'
"2
-=-
Sample #2, Depth = 6.5' - 7.0'
o
-
5
-
10
-
15
-
20
25
:l
'~
PHI Sieve
Sizes
-4.25 -4
-3
-2.25 -2 -1.5
-1
-0.5
0
0.5
1
1.5
2
2.5
3
3.53.75 4
Standard Sieve Sizes
3f45f8
5/16
4 5
7
10
14
18
25
35
45
6{)
80
120 170200230
Hydrometer
100
0
------
90
10
i\
80
1\
20
:i
70
30
"
\
:E
"
.2'
"
0
60
40
"
;;:
;<
>-
"
5.
"'
~
~
50
50
~
'"
\
"
a
'<
:;;
~.
40
60
()
c
~
<C
;<:
"-
'1
30
70
,-
:r
20
80
~
Ii
~
10
'\
\
90
~
~
a
~
~
0
r
100
a
w
~
~
100
5
10
5
1
5
Millimeters
0.1
5
0.01
5
0.001
~
~
Gravel
Sand
~
Silt and Clay
~
Coarse
I
Fine
Coarse
Medium
I
Fine
w
~
z
~
Sample
Symbol IElev. (ft)
USCS
%
Fines
%
Organics
%
Carbonates Median
Mean
Skew I Kurt
Sort
Sample Information
~
8
POBC-02#1
--+-1
SW
~?D
-
0.71
0.40
8.60
1.77
1.64
-1.97 1 9.37
1.04
Project Name:
Matagorda County Sand Search
<§
30 - 0.61
.~
g5
Comments:
Analysis Date:
05-31-05
i
~
Depths and elevations based on measured values
Analyzed By:
WJD
~
Coastal Tech
Easting (X, m):
.
~
~
COASTAL TECH
715 North Drive Suite G
Northing
(Y, m):
z
"''';'IS-;,I \-;<'-:.' :-:'.1'.'
f.
3p.dl'-"'1"1'.';
L..I:Jl,'I,))'.
Melbourne, Florida 32934
Horizontal System:
NAD 1927
>
w
w
~
ph3217511135
fax
Vertical System:
Observational
;;;
;p
\1
c--
;i
PHI Sieve Sizes
-4.25 -4
-3
-2.25 -2
-1.5
-1
-0.5
0
0.5
1
1.5
2
2.5
3
3.53.75 4
Standard Sieve gizes
3/4518
5/16
4 5
7
10
14
18
25
35
45
60
80
120 170200230
Hydrometer
100
~
0
~
90
10
~
80
1\
20
70
30
-U
"
:c
ro
.2>
ro
il
60
40
~
I
5.
"
;l.
ill
:.
~
50
50
~
OJ
ro
0
'<
:;:
U
40
C
ro
60
ro
ciS.
"
,
a.
ro
~
30
,
70
1
20
1\
80
§
~
_.
I:
;;:
~
Ii
10
-.-.-.
90
~
~
h
0
~
~
0
lr-
..r
100
"
w
100
5
10
5
1
5
0.1
5
0.01
5
0.001
0
~
Millimeters
~
~
Gravel
Sand
~
~
~
Coarse
I
Fine
Coarse
Medium
I
Fine
Silt and Clay
~
~
Sample
SymbollElev.
(ft)1
uses
1%
Fines
1%
Organics!% CarbonateslMedianl Mean
Skew 1 Kurt 1 Sort
Sample Information
z
~
u
0
POBC-02 #2
-I
1 SW
~~oo
-
o~~
0.30
1
5.10
1
1.69 1
1A8
-1.58 1 6.33 1 0.99
Project Name:
Matagorda County Sand Search
~
230 .. 0.5
~
Comments:
Analysis Date:
05-31-05
.~
"
~
Depths and elevations based on measured values
Analyzed By:
WJD
'"
Coastal Tech
Easting (X, m):
~
(".. COASTAL TECH
715 North Drive Suite G
Northing
(y,
m):
~
z
w
~
~
_ '
C-"';j~~::,1 (i"-~:'~.:r".",.
Sf'.:!!'""'!"I'.'';
L,I' ..
(.!,.,r. "',
Melbourne,
ph 321 751
Florida
1135
32934
Horizontal System:
NAD 1927
'"
~
fax
Vertical System:
Observational
.~
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
·-·.·~I_';·:,I
L,:",,~
:":-"1',
,".
S"'lI'--\!'l'.'.i
LJ·_"~'T,W
"',
Project Name: Matagorda County Sand Search
Sample
Name: POBC-02 #1
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph3217511135
fax
Easling (m):
Northing (m):
Coordinate System:
Elevation
(ft);
UTM Zone 15
uses:
"'"':et _
10YR-716
!"omm,,",
SW
Dry Weight (9):
Wash Weight (9):
Pan Retained (9):
Sieve Loss (%):
F'""
#200
(%),
- 0.71
I
0,,,,,,,, r"),
!"-"""
(%),
ISh""
(%),
104.59
104.59
0.64
0.00
#230
- 0.61
0.40
8.60
Sieve
Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
5/8"
-4.00
16.00
0.00
0.00
0.00
11/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
1.13
1.08
1.13
1.08
3.5
-2.50
5.66
0.77
0.74
1.90
1.82
4
-2.25
4.76
0.00
0.00
1.90
1.82
5
-2.00
4.00
0.00
0.00
1.90
1.82
7
-1.50
2.83
0.26
0.25
2.16
2.07
10
-1.00
2.00
0.80
0.76
2.96
2.83
14
-0.50
1.41
1.06
1.01
4.02
3.84
18
0.00
1.00
1.54
1.47
5.56
5.32
25
0.50
0.71
3.17
3.03
8.73
8.35
~
35
1.00
0.50
8.07
7.72
16.80
16.06
§
45
1.50
0.35
21.06
20.14
37.86
36.20
Ii
~
w
60
2.00
0.25
26.71
25.54
64.57
61.74
w
0
a:
~
80
2.50
0.18
21.88
20.92
86.45
82.66
w
0
~
~
120
3.00
0.13
15.43
14.75
101.88
97.41
0:
~
w
170
3.50
0.09
1.74
1.66
103.62
99.07
w
~
I
~
z
~
~
0
200
3.75
0.07
0.23
0.22
103.85
99.29
230
4.00
0.06
0.10
0.10
103.95
99.39
0
~
I
a:
0
~
;0
,
a:
~
<
0
I
w
~
a:
~
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.92
2.55
2.32
1.77
1.22
1.00
-0.11
,
a:
w
~
S
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
z
~
if
Statistics
1.64
0.32
1.04
-1.97
9.37
~
Granularmetric Report
t
COASTAL TECH
Depths and elevations based on measured values
C:"[I_c
;,1
C;"r,
;" .. :1', ,"a
'3!"jF".,e'I'.-';
!...·J~":-'h'r'
",
Project Name: Matagorda County Sand Search
Sample
Name: POBC-02 #2
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph3217511135
fax
Easting (m):
