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1.
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3.
DRILLING LOG
DIVISION
PROJECT
Matagorda County Sand Search
Matagorda County, Texas
BORING DESIGNATION
LCDA-01
I DEG. FROM
:
VERTICAL
I
6. THICKNESS OF OVERBURDEN
0.0 Ft.
7. DEPTH DRILLED INTO ROCK
N/A
8. TOTAL DEPTH OF BORING
9.0 Ft.
Q
I BEARING
I
I
ELEV.
DEPTH
iii
CLASSIFICATION OF MATERIALS
Sori
LCDA-01
INSTALLATION
DESIGNATION OF DRILL
: DISTURBED
12. TOTAL SAMPLES
I
18. SIGNATURE AND TITLE OF INSPECTOR
(ftl
(ftl
:il
...
Depths and elevations based on measured values
Fine grained, quartz, SAND, contact
obscured,
yellow (10YR-7/6), (SP).
Clayey, SAND, contact obscured, brown
(1 OYR-5/3) , (SC).
End of Boring
Sample #2, Depth
=
5.0' - 5.5'
SHEET 1
OF 1
SHEETS
I VERTICAL
: Observational
AUTO HAMMER
MANUAL HAMMER
: UNDISTURBED (UDI
I
I
COMPLETED
05-13-05
5
10
15
~~~~~~~~~~~~~~~~~~~~~~~~~--~--~----------------------------------~25
SAJ
FORM
1836
MODIFIED
FOR
THE
FLORIDA
DEP
JUN 02
JUN 04
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1
:(:
~
"
§
b
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00
~
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0
<
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"
"
II
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,
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"
~
100
90
80
70
60
50
40
3D
20
10
0
100
,---;---,.
PHI Sieve Sizes
-4.25 -4
-3
Standard Sieve Sizes
3/4518
5/16
------
,
..
5
10
Gravel
Coarse
Fine
-2.25 -2
-1.5
-1
-0.5
0
0.5
,
5
7
10
"
18
25
1- ..
~
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~
,
,--
,,---
-T-
5
1
Coarse
Medium
1
1.5
2
2.5
3
3.53.75 4
35
45
60
80
120 170200230
\
\
1\
I
II
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--
...
~
5
0.1
Millimeters
Sand
I
Fine
z
j
Sample
I Symbol IElev. (ft)1 USGS
%
Fines
%
Organics
%
Carbonates I Median Mean
Skew I Kurt
0
I~I
I SW
200 -
o.~~
I 1.35
-1.33 I 4.59
§
J
LGDA-01 #1
230 - 0.7
1.00
4.30
0.97
5
Comments:
"
~
Depths and elevations based on measured values
~
,
"
;;
Coastal Tech
~
COASTAL TECH
715 North Drive Suite G
"
~
• '_ .'
:,,';:,1 \-", ..
~
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Melbourne, Florida 32934
II
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Hydrometer
0
10
20
30
1"
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40
III
s:
'm
,.,
50
i;;
rn
~
0
U
60
C
ID
~
"-
70
80
90
100
5
0.01
5
0.001
Silt and Clay
Sort
Sample Information
1.54
Project Name:
Matagorda County Sand Search
Analysis Date:
05-31-05
Analyzed By:
WJD
Easling (X, m):
10,607,423
Northing (Y, m):
660,781
Horizontal System:
NAD 1927
Vertical System:
Observational
---
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:i
1
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<c.
~
"
100
90
80
70
60
50
40
30
20
10
0
100
..-,-~.
PHI Sieve Sizes
-4.25 -4
-3
Standard Sieve Sizes
3/45/8
5/16
5
10
Gravel
Coarse
I
Fine
-2.25 -2 -1.5
.1
-0.5
0
0.5
1
1.5
2
2.5
3
3.53.75 4
4 5
7
10
14
18
25
35
45
60
60
120 170200230
~
~
~
1\
\
1\
-
II
- ----
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p
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5
1
5
0.1
5
Millimeters
Sand
Coarse
Medium
I
Fine
Sample
I Symbol IElev. (fi)1 USCS
%
Fines
\%
Organics
%
Carbonates!Median! Mean
Skew I Kurt I Sort
z
~
8
~
LCDA.Ol #2
I~I
I SW
200.
o.~~
230 - 0_6
0.40
3.40
I
1.14
0.92
.1.07 I 4.82 I 1.17
Comments:
~
Depths and elevations based on measured values
~
g-
!!l
w
,
2
Coastal Tech
COASTAL TECH
715 North Drive Suite G
,
~
,
,
,
~
;.,';':,1 ,-, •. ,' " I" .",
7;c, ..
jl.- '-"I '.' L ,'"
.,.;,1 _'
Melbourne,
ph3217511135
fax
Florida 32934
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--_. -_. -_
..
-_.-
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Hydrometer
0
10
20
30
10
'"
40
~
»
CO
i;;
50
I'!
m
0
U
60
C
.,
a.
.,
~
70
80
90
100
0.01
5
0.001
Silt and Clay
Sample Information
Project Name:
Matagorda County Sand Search
Analysis Date:
05.31.05
Analyzed By:
WJD
Easting
(X,
m):
10,607,423
Northing (Y, m):
660,781
Horizontal System:
NAD 1927
Vertical System:
Observational
Granularmetric Report
(,.
COASTAL TECH
Depths and elevations based on measured values
':::-"{I.';:;il
(,.~~
;":'T,' ,'!.
S!,(jlr·'.I!·I~·';
L,,:_"~·"-W
",
Project Name: Matagorda County Sand Search
Sample Name: LCDA-01
#1
Coastal Tech
715 North Drive Suite G
Analysis Date: 05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph3217511135
fax
Easting (m):
I Northlog (m), 660,781
Coordinate System:
I E",.tiM
(ft),
10,607,423
UTM
Zone 15
uses:
Munsell:
Comments:
SW
Wet -
10YR-7/6
Dry
Weight (g):
Wash Weigh! (9):
Pan
Retained (9):
Sieve Loss
('¥o):
Fines (%):
Organics (%J:
Carbonates (%):
Shells
("!o):
#200 - 0.92
98.21
98.21
0.69
0.00
#230 - 0.70
1.00
4.30
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
i
11/16"
-3.50
11.31
2.57
2.62
2.57
2.62
I
5/16"
-3.00
8.00
1.11
1.13
3.68
3.75
3.5
-2.50
5.66
1.87
1.90
5.55
5.65
4
-2.25
4.76
0.75
0.76
6.30
6.41
5
-2.00
4.00
0.74
0.75
7.04
7.17
7
-1.50
2.83
1.82
1.85
8.86
9.02
10
-1.00
2.00
2.06
2.10
10.92
11.12
14
-0.50
1.41
3.67
3.74
14.59
14.86
18
0.00
1.00
3.97
4.04
18.56
18.90
25
0.50
0.71
5.49
5.59
24.05
24.49
~
35
1.00
0.50
10.65
10.84
34.70
35.33
§
45
1.50
0.35
20.43
20.80
55.13
56.13
,
~
I
0
"
"'
"'
0
"
~
60
2.00
0.25
20.92
21.30
76.05
77.44
80
2.50
0.18
12.60
12.83
88.65
90.27
w
,
0
I
~
~
~
"
120
3.00
0.13
6.14
6.25
94.79
96.52
170
3.50
0.09
1.97
2.01
96.76
98.52
;:;
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I
w
~
z
~
,
~
8
200
3.75
0.07
0.55
0.56
97.31
99.08
230
4.00
0.06
0.21
0.21
97.52
99.30
i'i
!
"
0
i
~
"
I
0
~
l
w
"
0
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Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.88
2.26
1.94
1.35
0.52
-0.36
-2.67
w
~
"
L
,
:\
"
z
~
~
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.97
0.51
1.54
-1.33
4.59
"
I
l~
Granularmetric Report
(,..
COASTAL TECH
Depths and elevations based on measured values
.• "1-':,":,1 (i"'"
~:'l'- .~. ';O:':~I'-'l"l'_'~
L.,I',".'I;)[
Project Name: Matagorda County Sand Search
Sample
Name: LCDA-01 #2
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph3217511135
fax
Easting (m);
Northing (m):
Coordinate System:
I
E",,'oe (ft),
10,607,423
660,781
UTM Zone 15
uses:
I MOO':et _ 10YR-7/61
Comm,"~
SW
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss (%):
Fio"
#200
(%)
