Q.
IU
0
..J
U.
ii
en
(!)
IU
~
f-
DRILLING LOG
DIVISION
1. PRo.JECT
Matagorda County Sand Search
Matagorda County, Texas
2. BORING DESIGNATION
SB02
3.
,
DEG.FROM
: VERTICAL
6. THICKNESS OF OVERBURDEN
0.0 Ft.
7. DEPTH DRILLED INTO ROCK
N/A
8. TOTAL DEPTH OF BORING
11.0 Ft.
,
,
,BEARING
ELEV.
DEPTH
CLASSIFICATION OF MATERIALS
18.
(ft)
(ft)
Depths and elevations based on measured values
nation
8802
REMARKS
SHEET 1
OF 1 SHEETS
MANUAL HAMMER
,COMPLETED
: 05-10-05
~~~~--~-+--------------------------~~~------------------------------~O
Fine grained, quartz, SAND, clayey at 0.5'
and at 2.5' -2.7' (SC), oyster shell at base,
sharp contact,
yellow
(10YR-7/6).
(SP).
Organic, plastic. CLAY, dark gray
(1
OYR-4/1),
(OH).
End of Boring
Sample #1, Depth
=
1.0' - 1.3'
5
Sample #2, Depth
=
5.5' - 5.8'
10
15
u.~~~~~~~~~~~~~~~~~~~~~~~--~-------------------------------L25
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02
JUN 04
,
2
I
.,J
3
'.
S602
I
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 Sizes
3/45/8
5/16
4 5
7
10
14
18
25
35
45
60
80
120 170200230
100
"~
80
90
\
70
"
ro
il
a
ro
-n
5.
60
~
50
'<
OJ
,
-\ -
"'.
'"
;>;
ro
40
3D
,-
----
\
.
20
-- ....
0
•
0;
~
10
..... -
0
0
S-
o
•
"
0
0
100
5
10
5
1
5
0.1
5
.
,
"
"
0
Gravel
Sand
Millimeters
0
0
~
Coarse
Fine
Coarse
Medium
Fine
~
>
% Organics 1% Carbonates
Kurt I Sort
0
z
Sample
Symbol
Elev.
(ft)
uses
%
Fines
Median Mean
Skew
<
0
0
S602 #1
---+--
-2.5'
SP
~~O-2B
30-1.6
0.80
I
4.70
3.1
3.04
-223
15.55
I
0.41
0
5"
Comments:
0
~
Depths and elevations based on measured values
~
"
;;
Coastal Tech
>
~
COASTAL TECH
715 North Drive Suite G
"
~
Melbourne, Florida 32934
<
w
:1.',;':,1 C;..,:
~'T.
,'.
:""jl'-'-'\;,'I'."
:...!-,(!t,,~
ph 321 751 1135
>
w
fax
"
-
~-
---
Hydrometer
0
10
20
30
:E
.Q>
40
III
;;::
m
,..
50
I;;
~
ro
u
0
60
C
~
m
"-
70
80
90
100
0.01
5
0.001
Sift and Clay
Sample
Information
Project Name:
Matagorda County Sand Search
Analysis Date:
05-31-05
Analyzed By:
WJD
Easling (X, m):
10,478,270
Northing (y, m):
854,496
Horizontal System:
NAD 1927
Vertical System:
MWL (est)
g
"
'"
00
PHI Sieve Sizes
-4.25 -4
-3
-2.25 -2 -1.5
-1
.(l.5
0
0.5
1
1.5
2
2.5
3
3.53.75 4
Standard Sieve Sizes
3/45/8
5/16
4 5
7
10
14
18
25
35
45
60
80
120 170200230
100
-......
:I
90
80
70
"tl
~
<l
ro
60
:!I
"
~
~
50
'<
<Xl
rJ
~
40
<D'
r-
"
30
20
10
0
F
100
5
10
5
1
5
0.1
5
Millimeters
Gravel
Sand
Coarse
Fine
Coarse
Medium
Fine
Sample
1
SymbollElev.
(ft)1
USCS
1%
Fines
1%
Organics
1%
CarbonateslMedianl Mean Skew I Kurt I Sort
S602
#2
I_I -70'
.
I SP
C~OO-3.~~
230 - 1.1
0.90
I
5.00
I 3.06 I 3.01
-2.1 1'4.32 I 0.44
Comments:
Depths and elevations based on measured values
Coastal Tech
~
COASTAL TECH
715 North Drive Suite G
Melbourne, Florida 32934
. _
....,,.,;';':,1
C; .. ..,
:"".'T.' .".
2t~
.. jl "I."I'..i LCj<",.,.ll' ",
ph3217511135
fax
Hydrometer
0
10
20
30
:E
40
1
»
"'
50
:;;
~
'"
0
(J
60
a.
E
e
w
w
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):
10,478,270
Northing (y, m):
854,496
Horizontal System:
NAD 1927
Vertical
System:
MWL (est.)
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
, ;v;-
:,1
'-;"~~;-':;'T'
,\ S
~':,I;'-"
'T~'; ~
-I'_'(.I'}[' ' ..
Project Name: Matagorda County Sand Search
Sample
Name: S802 #1
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed 8y: WJD
ph 321 751 1135
fax
Easting (m):
I
Northlog {mi.
854,496
Coordinate System:
Elevation (It):
10,478,270
UTM Zone 15
-2.5' MWL (est.)
uscS:
I M"":et _ 1
OYR-7/61
Comm".
SP
Dry
Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss (%):
Flo" {%j.
;
I
o~.ol~
{%j.
I
C"ooo.'" (%j. rh'll>l%)'
#200 - 2.82
91.82
91.82
1.55
0.00
#230
- 1.69
0.80
4.70
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
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
I
7
-1.50
2.83
0.00
0.00
0.00
0.00
I.
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.02
0.02
0.02
0.02
18
0.00
1.00
0.10
0.11
0.12
0.13
i
25
0.50
0.71
0.21
0.23
0.33
0.36
,
~
35
1.00
0.50
0.19
0.21
0.52
0.57
~
45
1.50
0.35
0.25
0.27
0.77
0.84
i
~
0
I
"
w
1
w
0
~
~
60
2.00
0.25
0.56
0.61
1.33
1.45
80
2.50
0.18
3.22
3.51
4.55
4.96
w
0
~
~
120
3.00
0.13
32.28
35.16
36.83
40.11
~
"
170
3.50
0.09
46.21
50.33
83.04
90.44
~
200
3.75
0.07
6.19
6.74
89.23
97.18
z
~
~
230
4.00
0.06
1.04
1.13
90.27
98.31
0
0
~
I
~
0
"
I
~
~
~
1
0
~
I
w
~
0
~
Phi5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.67
3.44
3.35
3.10
2.79
2.66
2.50
~
~
I
~
~
!
~
L
z
~
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
3.04
0.12
0.41
-2.23
15.55
"
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
::~":IS,-:,I
':-;'~!~:';""J'l"
1.
S""d!r".I;"I'.'j
Ld:I(";)!:-~';
Project Name: Matagorda County Sand Search
Sample Name:
SB02 #2
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph 321 751 1135
fax
Easting (m):
I
North", (m),
854 ,496
Coordinate System:
I
EI,,,'oo (ft),
10,478,270
UTM Zone 15
-7.0' MWL (est.)
uses:
Munsell:
Comments:
SP
Wet -
10YR-4/1
Dry Weight (9):
Wash Weight (9):
Pan Retained (g):
Sieve Loss (%j:
fines
(%):
Organics (%j:
Carbonates (%j:
Shells (%):
#200 - 3.25
96.78
96.78
1.09
0.00
#:>30 - 1.13
0.90
5.00
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
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
