{

, .

DRILLING LOG

DIVISION

Matagorda County Sand Search

Matagorda County, Texas

8801

2. BORING DESIGNATION

11. MANUFACTURER'S DESIGNATION OF DRILL

S801

8 ft

3" Dia Vibracore

DIRECTION OF BORING

181 VERTICAL

INCLINED

THICKNESS OF OVERBURDEN

DEPTH DRILLED INTO ROCK

TOTAL DEPTH OF BORING

: CONTRACTOR FILE NO.

DEG.FROM

: VERTICAL

0.0 Ft.

N/A

11.0

Ft.

, BEARING

CLASSIFICATION OF MATERIALS

12. TOTAL SAMPLES

: DISTURBED

Depths and elevations based on measured values

REMARKS

Fine grained, quartz, SAND, sharp contact,

yellow

(10YR-7/6),

(SP).

End of Boring

Sample #1, Depth

= 0.5' - 0.8'

Sample #2, Depth = 7.0' -7.3'

SHEET 1

OF 1 SHEETS

,COMPLETED

: 05-10-05

~~~~~~~~~~~~~~~~~~~~~--~~-----------------------------L25

1836 MODIFIED FOR THE FLORIDA DEP

JUN04

SRO

.. j

____

;;;

r-~

,~--

,---;--,--

PHI Sieve Sizes

-4.25

-4

-2.25 .2 .1.5

-1

Standard Sieve Sizes

3f45/8

5/16

4 5

100

:;:

<B.

100

Gravel

Coarse

Fine

Coarse

Sample

Symbol

Elev.

(ft)1

uses

Fines

Organics

SB01 #1

-1.5' J SP

200 - 33.8

230-261

Comments:

Depths and elevations based on measured values

~ C,~~~~~,~c~=,~

-0,5

0.5

1.5

2.5

3.53.75 4

120 170200230

Hydrometer

t--

100

0.1

0.01

0.001

Millimeters

Sand

Silt and Clay

Medium

Fine

Carbonates Median Mean Skew

Kurt

Sort

Sample Information

3.15

3.08

-2.8

21.09

0.41

Project Name:

Matagorda County Sand Search

Analysis Date:

05-31-05

Analyzed By:

Coastal Tech

Easting

(X, m):

10,477,987

715 North Drive Suite G

Northing

(Y, m):

854,018

Melbourne, Florida 32934

Horizontal System:

NAD 1927

ph 321 751 1135

fax

Vertical System:

MWL (est.)

-~-

!.~

rb!

...

PHI Sieve Sizes

-4.25 -4

-2.25 -2 -1.5

-0.5

0.5

1.5

2.5

3.53.75 4

Standard Sieve S'lzes

314518

5n6

4 5

120 170200230

Hydrometer

100

.....

<1>

-n

"'I

;;;

!'!

<1>

it'

<0'

II-

100

Coarse

Gravel

Fine

Coarse

Medium

Sand

Millimeters

Fine

0.1

Silt

0.01

and Clay

0.001

100

;(

Sample

I SymbollElev. (ft)1 USCS

Fines % Organics 1% Carbonates I Median I Mean L Skew.! Kurt I Sort

Sample Information

)

1~1·80'

r{OO'?2~

3.35 I 3.08 I .2.8 I 21.09 I 0.41

SB01 #2

230 - 32.4

0.70

5.10

Project Name:

Matagorda County Sand Search

Comments:

Analysis Date:

05.31.05

Depths and elevations based on measured values

Analyzed

By:

WJD

Coastal Tech

Easting (X, m):

10,477,987

COASTAL TECH

715 North Drive Suite G

Northing (Y, m):

854,018

. .

,'Is.:,i

L,,,~r:

'"j',

.~, ':;~!"11-

I,'j',<; l'I.I(,:,',.

Melbourne, Florida 32934

Horizontal System:

NAD 1927

ph3217511135

fax

Vertical System:

MWL (est.)

:Ii

Granularmetric Report

COASTAL TECH

Depths and elevations based on measured values

:-.,'j~;-

:,1

(;'~';

:".":r.

,~ '~!'!dlr>'l:

'I'.:;

!.. _1:".,1

,}I-

Project Name: Matagorda County Sand Search

Sample Name: SB01 #1

Coastal Tech

715 North Drive Suite G

Analysis Date: 05-31-05

Melbourne, Florida 32934

Analyzed By:

ph 321 751 1135

fax

Easling (m):

Northing (m):

Coordinate System:

Elevation

(tt):

10,477,987

854,018

UTM Zone 15

-1.5' MWL (est.)

uses:

Munsell:

Comments:

Wet -

10YR-7/6

Dry Weight (g):

Wash Weight (9):

Pan Retained (9):

Sieve loss

(%):

Fio" (%),

;~ O",,";~

(%),

C,""'o"" (%),

Sh.llO<%)'

#200 - 33.8

68.99

-28.20

43.48

#230 - 2.61

Sieve Number

Sieve

Size

Sieve Size

Grams

% Weight

Cum. Grams

C. % Weight

(Phi)

(Millimeters)

Retained

5/8"

-4.00

16.00

0.00

11/16"

-3.50

11.31

0.00

5/16"

-3.00

8.00

0.00

3.5

-2.50

5.66

0.00

-2.25

4.76

0.00

-2.00

4.00

0.00

-1.50

2.83

0.00

.0.00

-1.00

2.00

0.00

-0.50

1.41

0.02

0.00

1.00

0.15

0.17

0.50

0.71

0.12

0.29

1.00

0.50

0.12

0.41

1.50

0.35

0.15

0.56

2.00

0.25

0.27

0.83

2.50

0.18

1.52

1.53

2.35

2.36

120

3.00

0.13

20.24

20.35

22.59

22.71

170

3.50

0.09

38.79

38.99

61.38

61.70

;Ii

200

3.75

0.07

4.45

4.47

65.83

66.17

230

4.00

0.06

1.36

1.37

67.19

67.54

[

Phi 5

Phi 16

Phi 25

Phi 50

Phi 75

Phi 84

Phi 95

3.35

3.03

2.84

2.56

ltl

:'i

Moment

Mean Phi

Mean mm

Sorting

Skewness

Kurtosis

Statistics

3.08

0.12

0.41

-2.8

21.09

Granularmetric Report

COASTAL TECH

Depths and elevations based on measured values

'-':,;!,:,~;,I

G,~r:';·_'T,'

,o!" Sf!dlne'l'.'i l.J:ll..I:-,r

Project Name: Matagorda County Sand Search

Sample

Name: SB01 #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):

Northing (m):

Coordinate System:

E"",," 1ft),

10,477,987

854,018

UTM Zone 15

-8.0' MWL (est.)

uses:

Munsell:

Comments:

Wet - 10YR-4/1

Dry Weight (9):

Wash Weight (g):

Pan Retained

(g):

Sieve Loss (%):

Fines (%):

Organics (%):

Carbonates (%):

Shells (%):

#200 - 0.34

99.48

0.15

0.00

#230 -

32.4E

0.70

5.10

Sieve

Number

Sieve Size

Grams

% Weight

Cum. Grams

C. % Weight

(Phi)

(Millimeters)

Retained

5/8"

-4.00

16.00

0.00

11/16"

-3.50

11.31

0.00

5/16"

-3.00

8.00

0.00

3.5

-2.50

5.66

0.00