"'
0
~
f-
0
(!)
C/)
C/)
~
Il.
W
0
...J
LL
~
(!)
C/)
f-
~
~
Z
::J
0
(J
«
0
0:
0
(!)
i
~
I
::;:
I
C/)
L
C/)
0
0:
Il.
\
w
0
I
13
l.
~
...J
0
LL
Boring Designation PA99-01
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
: ObselVational
2.
BORING DESIGNATION
: LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL
o
AUTO HAMMER
PA99-01
: X = 10,448,134 ft Y = 795,858 ft
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.
181
DIRECTION
VERTICAL
OF BORING
:
,DEG.
VERTICAL
FROM
,
,
,BEARING
: STARTED
: COMPLETED
15.
DATE BORING
o
INCLINED
,
,
,
05-14-05
,
05-14-05
,
,
,
,
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
7Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING
7.0 Ft.
c
a:w
ELEV.
(ft)
DEPTH
Z
w
CLASSIFICATION OF MATERIALS
R~C.
0'"
A.
REMARKS
(ft)
C)
Depths and elevations based on measured values
X::s
w
0<
0.0
...
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
..
..
..
..
..
.,
..
.
.
.
.
.
.
.
.
.
-
.
.
.
.
.
..
..
.
.
.
7.0
.
.
..
.
I-
-
-
SAJ FORM 1836
JUN02
Fine grained, quartz, SAND, yellow
(10YR-7/6),
(SP).
End of Boring
MODIFIED FOR THE FLORIDA DEP
JUN04
1111/1
1
Sample #1, Depth = 0.0' - 1.0'
r--
-
2
Sample #2, Depth = 6.0' - 7.0'
-
o
-
5
-
10
t-
15
I-
20
25
,I
,
;(
;~:
'j
,----~--
~
to;
"
~
o
fu
~
it
~
i
;'\
15
"
'"
w
r-------
~
~
PHI Sieve Sizes
-4.25 -4
-3
-2.25 -2 -1.5
-1
.Q.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
90
'"
'\.,
80
\
70
n
~
~
"
60
"
,r
'"
~
50
OJ
'<
:;;
40
r-
<5.
'"
"
,.
30
20
10
i't
0
100
5
10
5
1
5
J
0.1
5
Millimeters
Gravel
Sand
Coarse
1
Fine
Coarse
Medium
Fine
Sample
I SymboljElev.(ft)1 USCS /%Fines
10/0
Organicsj% Carbonates
1
Median
1
Mean I Skew I Kurt I Sort
PA99-01 #1
1---+-1
1
SP
~~oo
230
-
- 0.9
'~d
0.60
1
3.00
1 2.59 1 2.55 1 -1.13 1 7.96 1 0.51
Comments:
Depths and elevations based on measured values
Coastal Tech
~
COASTAL TECH
715 North Drive Suite G
Melbourne, Florida 32934
',:: -;I;j'--,I
\"<, :>.1' •
.",
-.-if"'I"',I."":.'
~
, "'1 -,'
ph3217511135
fax
--
--
---
Hydrometer
0
10
20
30
:E
f
I
40
'"
~
"
50
!!!
'"
0
0
E
60
m
I
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
Easting (X, m):
10,448,134
Northing
(Y, m);
795,858
Horizontal System:
NAD 1927
Vertical System:
Observational
PHI Sieve Sizes
-4.25 -4
.3
-2.25 -2 -1.5
.1
-0.5
0
0.5
1.5
2
25
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
Hydrometer
100
1\
0
90
\
10
80
1\
20
;i
70
30
-u
1"
ro
.2'
ro
<l
60
40
~
;l.
>.
-n
CO
s.
50
i;;
!!!
50
~
!D
ro
'<
0
U
:::
ro
40
-t
60
c
<5.
'"
I
~
~
"-
30
:i
I
70
~
§
20
:::
..
\.
80
b
10
------
90
w
~
~
0
S-
h
100
~
Q
W
100
5
10
5
5
0.1
5
0.01
5
0.001
~
Millimeters
~
~
Gravel
Sand
Q
'"
~
Silt and Clay
Fine
Coarse
Medium
Fine
w
~
:r
~
1
z
~
0
Sample
uses
Mean
Skew
Kurt
Sort
Sample Information
u
~
PA99.01 #2
SP
1.00
6.60
2.72
-1.45
11.15
0.5
Project Name:
Matagorda County Sand Search
Q
oc
0
Comments:
Analysis Date:
05-31-05
Q
~
w
~
i
~
>
w
w
'"
Depths and elevations based on measured values
Analyzed By:
WJD
Coastal Tech
Eosting (X, m):
10,448,134
L
COASTAL TECH
715 North Drive Suite G
Northing
(Y, m):
795,858
..
_.
''':'''n-;,II'"":''''~'''~'Ti''',
::;,~.:il""l."l'.":
!...I'''."r'''~
Melbourne, Florida 32934
Horizontal System:
NAD 1927
ph3217511135
fax
Vertical System:
Observational
:l:
'~
I
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
. -
£1~(:,II.~".!-:,
,"'T.
, .....
S!-!,jI~··-t."I'.·.;
l_d~"_:'I;)t:
'-',
Project Name: Matagorda County Sand Search
Sample
Name: PA99-01 #1
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
Northlog
(m), 795,858
Coordinate System:
Elevation
(tt):
10,448,134
UTM Zone 15
uses:
I MO"':et -
10YR-7/6
Comments:
SP
Ory Weight (g):
Wash Weight {g}:
Pan Retained (g):
Sieve Loss
(%):
Flo" (%),
;
I
O,g"i~
(%),
I
c,"",,,,,, ('/4
I
Sh,l[, (%),
#200 - 1.27
113.11
113.11
1.02
0.00
#230 - 0.90
0.60
3.00
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
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
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.16
0.14
0.16
0.14
18
0.00
1.00
0.17
0.15
0.33
0.29
25
0.50
0.71
0.29
0.26
0.62
0.55
35
1.00
0.50
0.64
0.57
1.26
1.11
45
1.50
0.35
1.39
1.23
2.65
2.34
60
2.00
0.25
7.64
6.75
10.29
9.10
80
2.50
0.18
37.90
33.51
48.19
42.60
120
3.00
0.13
47.91
42.36
96.10
84.96
170
3.50
0.09
14.09
12.46
110.19
97.42
200
3.75
0.07
1.48
1.31
111.67
98.73
230
4.00
0.06
0.42
0.37
112.09
99.10
Phi 5
Phi
16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.40
2.99
2.88
2.59
2.24
2.10
1.70
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.55
0.17
0.51
-1.13
7.96
Granularmetric Report
~
COASTAL TECH
Depths and elevations based on measured values
..
'-1.'/:,1 (,,..r,,;. ...
!',
,..,
S!"o:jl"'l"l~'~
~-r.B_.,,)r
.
Project Name: Matagorda County Sand Search
Sample
Name: PA99-01 #2
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):
10,448,134
795,858
UTM
Zone 15
uses:
Munsell:
