l
1-
0
"'
§
a
f-
Cl
C/)
C/)
~
a
a.
w
u.
-'
~
Cl
C/)
f-
~
~
Z
:::J
0
(J
I.
C§
I
\
0
0::
Cl
::;;
~
C/)
C/)
0
0::
a.
a
w
C§
ii:
0
u.
-'
Boring Designation PA108-01
DRILLING LOG
I DIVISION
INSTALLATION
I SHEET 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
PA108-01
: X
=
10,417,084
ft Y
=
685,386 ft
Auger
o
MANUAL HAMMER
3. DRILLING AGENCY
:
CONTRACTOR FILE NO.
: DISTURBED
: UNDISTURBED (UD)
Coastal Tech
I
12.
TOTAL SAMPLES
I
I
I
I
I
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Randy Parkinson
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING
I DEG. FROM
I BEARING
o
[8J VERTICAL
INCLINED
: VERTICAL
I
I
15. DATE BORING
: STARTED
: COMPLETED
I
I
I
05-13-05
I
05-13-05
I
I
I
I
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
6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING
6.0
Ft.
C!
a::w
ELEV.
(ft)
0.0
DEPTH
(ft)
"
...
w
w
Z
Depths and
CLASSIFICATION
elevations based
OF MATERIALS
on measured values
R~C.
0'"
>(0.
o~
III~
REMARKS
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
..
..
..
..
..
..
..
.
.
.
.
.
.
.
.
.
'-
6.0
.
..
.
.
..
.
.
.
I--
I--
-
SAJ FORM 1836
JUN 02
Fine grained, quartz, SAND, with trace shell,
yellow
(10YR-7/6),
(SP).
End of Boring
MODIFIED FOR THE FLORIDA DEP
JUN04
1
Sample #1, Depth
=
0.0'
-
1.0'
r--
r--
2
Sample #2, Depth
=
5.0'
-
6.0'
!-
o
I--
5
I--
10
I--
15
I-
20
25
;!
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
Startdard Sieve Sizes
3f45f8
5f16
4 5
7
10
14
18
25
35
45
60
80
120 170200230
Hydrometer
100
~
---
0
90
1--1"--
10
r-------
80
20
70
!,
30
-U
:E
<1>
.Q>
il
60
40
ID
a
<1>
;;:
,.,
"
s.
1\
'"
50
a;
~
\
50
!'1
'<
::;;
OJ
0
'"
0
40
60
C
ffi.
ID
<C
~
"
0..
30
f--,
70
\
:r
~
§
20
80
,
,
;
i.>,-
;
10
f-
\
90
,
,
;
)
0
r
,
,
-t=.
-~
100
~
100
5
10
5
1
5
0.1
5
0.Q1
5
0.001
;'
Millimeters
"
~
i
Gravel
Sand
1
1
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
~
Sample
Symbol Elev.
(tt)
USCS
%
Fines
1%
Organics
1%
Carbonates Median Mean
1
Skew I Kurt I Sort
Sample Information
~
~
PA108-01 #1
~
230-0:4
200-0~
0.80
1
11.90
1.95
I
I
I
Project Name:
Matagorda County
Sand Search
1.48
-1.92
5.81
1.55
I
5
Comments:
Depths and elevations based on measured values
Analysis
Analyzed
Date:
By:
05-31-05
WJD
.Il
~
Easting (X, m):
10,417,084
~
Coastal Tech
,
.
COASTAL TECH
715 North Drive Suite G
Northing
(y, m):
685,386
~
~
.,.,;,' ',,- _,.' Sec, H,L,''',,,,,
Melb;hu3'2e{
~~o1i~~l52934
Horizontal System:
NAD 1927
I
;
~
Vertical System:
Observational
;i
;':;
'~
;fl
~
~
~
to
g
'"
'"
a
fu
~
~
§
'"
~
,
"
-U
a
ro
$
"-
-n
5'
~
OJ
'<
$
'"
<5'
"'
::--~'
PHI Sieve Sizes
-4.25 -4
Standard S.leve Sizes
3/45/8
100
90
80
70
60
50
40
30
20
10
0
100
5
Gravel
Coarse
I
-3
-2.25 -2
-1.5
-1
5116
• 5
7
10
10
5
Fine
Coarse
-0.5
,.
18
,
'5
25 35
1
15
45 60
2
2,5
80
120
3
170200230
3.53.75 4
1\
I'
\
•.. ---
I
~
1
5
0,1
5
Millimeters
Sand
Medium
I
Fine
,
,
Sample
SymbollElev. (ft)1 USCS 1% Fines 1%
Organics
1%
CarbonateslMedian Mean
Skew 1 Kurt 1 Sort
8
0
----+-1
1 SP
~tOO
-
O~~
1
1
-1,83 111,371 0,63
j
PA108-01 #2
OAO
11AO
2
1,93
~
230 - 0.6
,
3"
Comments:
,
~
Depths and elevations based on measured values
,
"
n
COASTAL TECH
715 North
Coastal
Drive
Tech
Suite G
~
,
"
"
<
>
<I
15~.
;,,';" :,1
,:,,,"~. ~.·:I.
,",
'.~ !"·:ll·-·~'·I'.·i
L
-I~'1
.• 1"1 .
Melbourne,
ph3217511135
fax
Florida 32934
Hydrometer
I
0
10
i
20
30
E
,,"
40
;;:
m
>-
<Xl
~
50
m
ro
~
0
U
E
60
m
m
~
"-
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
Eas1ing (X, m):
10,417,084
Northing (Y, m):
685,386
Horizontal System:
NAD 1927
Vertical System:
Observational
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
,-' :"V,":,I
c;,<
:Xj',
.~
S:-:,!I'
'-lYl'-'~
[.,.1:".,1,)1:-
c.:
Project Name: Matagorda County Sand Search
Sample
Name: PA108-01 #1
Coastal Tech
715 North Drive Suite G
Analysis Date:
05-31-05
Melbourne, Florida 32934
Analyzed By: WJD
ph 3217511135
fax
Eastillg (m):
Northing (m):
Coordinate System:
Elevation (tt):
10,417,084
685,386
UTM Zone 15
uses:
Munsell:
Comments:
Wet -
10YR-7/6
Dry Weight (9):
Wash Weight (9):
Pan Retained (9):
Sieve Loss (%):
Fi"~
#200
(%)\
- 0.67
; I
O~'";~
(%)\
r'""'""~
(%)\ I
Sh,lI,
(%)\
109.60
109.60
0.53
0.00
#230
- 0.48
0.80
11.90
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
5/8"
-4.00
16.00
1.09
1.19
1.09
11/16"
-3.50
11.31
0.00
0.00
1.19
1.09
5/16"
-3.00
8.00
4.63
4.22
5.82
5.31
3.5
-2.50
5.66
1.69
1.54
7.51
6.85
4
-2.25
4.76
0.71
0.65
8.22
7.50
5
-2.00
4.00
1.26
1.15
9.48
8.65
7
-1.50
2.83
1.63
1.49
11.11
10.14
10
-1.00
2.00
1.70
1.55
12.81
11.69
i
I
14
-0.50
1.41
1.66
1.51
14.47
13.20
i
18
0.00
1.00
1.36
1.24
15.83
14.44
:
25
0.50
0.71
1.23
1.12
17.06
15.57
)
\
~
35
1.00
0.50
1.88
1.72
18.94
17.28
0
iii
45
1.50
0.35
8.63
7.87
27.57
25.16
~
0
"
w
60
2.00
0.25
30.56
27.88
58.13
53.04
w
1I
~
80
2.50
0.18
35.55
32.44
93.68
85.47
w
0
~
~
120
3.00
0.13
12.70
11.59
106.38
97.06
~
w
"
170
3.50
0.09
2.01
1.83
108.39
98.90
w
~
I
~
z
~
a
~
200
3.75
0.07
0.48
0.44
108.87
99.33
230
4.00
0.06
0.20
0.18
109.07
99.52
u
g
1
a
0:
"
~
~
I.
a
w
~
0:
\
Q
0:
Phi5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.91
2.48
2.34
1.95
1.49
0.63
-3.07
~
W
~
I
0:
I
~
L
z
~
~
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.48
0.36
1.55
-1.92
5.81
"
Granularmetric Report
~
COASTAL TECH
Depths and elevations
