Boring Designation 8B04

DRILLING LOG

I DIVISION

INSTALLATION

ISHEET 1

OF 1 SHEETS

1. PRo.IECT

9. SIZE AND TYPE OF BIT

Matagorda County Sand Search

10. COORDINATE SYSTEM/DATUM

HORIZONTAL

: VERTICAL

Matagorda County, Texas

UTMZone 15

: NAD 1927

: MWL(est.)

2. BORING DESIGNATION

: LOCATION COORDINATES

11. MANUFACTURER'S DESIGNATION OF DRILL

AUTO HAMMER

SB04

:X= Y=

3" Dia Vibracore and Auger

MANUAL HAMMER

3. DRILLING AGENCY

: CONTRACTOR FILE NO.

: DISTURBED

: UNDISTURBED (UD)

Coastal Tech

12. TOTAL SAMPLES

NAME OF DRILLER

13. TOTAL NUMBER CORE BOXES

Randy Parkinson,

14.

ELEVATION GROUND WATER

5. DIRECTION OF BORING

, DEG.FROM

,BEARING

I8J VERTICAL

INCLINED

: VERTICAL

15.

DATE BORING

:5TARTED

05-10-05

COMPLETED

05-10-05

THICKNESS OF OVERBURDEN

0.0 Ft.

16. ELEVATION TOP OF BORING

2.0 Ft.

7. DEPTH DRILLED INTO ROCK

N/A

17. TOTAL RECOVERY FOR BORING

11.2

Ft.

18. SIGNATURE AND TITLE OF INSPECTOR

8. TOTAL DEPTH OF BORING

11.2 Ft.

a::w

ELEV.

(tt)

DEPTH

CLASSIFICATION OF MATERIALS

0'"

REMARKS

(tt)

III

Depths and elevations based on measured values

REC.

Xliii

0",

2.0

0.0

...

III(/)

Fine grained,

0.0'-3.0',

(10YR-7/6),

quartz,

contact

SAND,

obscured,

(SP).

augered

yellow

interval

::;ample

lfl,

uepm -

V,U' - V.V.

-1.0

3.0

Sample #2, Depth = 3.0' - 3.3'

Core Interval 0.0-0.3'

seams

Fine grained,

from 5.5'

quartz,

(SP).

7.5',

SAND,

yellow

thin

(10YR-7/6),

(cm) clay

Sample

Core Interval

#3,

#4, Depth

Depth

6.0-6.3'

9.0'

11.0'

-9.3'

11.2'

-9.2

11.2

. .

fI:

Core Interval 8.0-8.2'

End

of Boring

SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP

JUN 02

JUN 04

. SB0

)

r ____ '

,---

PHI Sieve Sizes

-4.25 -4

-3

-2.25 .2 -1.5

-1

-0.5

0.5

1.5

2.5

3.53.75 4

Standard Sieve Sizes

3145/8

5116

, 5

120 170200230

Hydrometer

100

-u

;;

<I>

;;:

.iB

-n

III

,..

!£

tIl

()

<C.

------ --

100

0.1

0.01

0.001

Millimeters

Gravel

Sand

Silt and Clay

Coarse

Fine

Coarse

Medium

Fine

Sample

I Symbol IElev.

(ft)1

USCS I

Fines

Organics

Carbonates I

Median

Mean

Skew

Kurt

Sort

Sample Information

SB04 #1

1---1 2.0' 1

~~oo

230

0.9

:~d

0.60

2.50

2.91

2.92

-1.39

1'3.29

0.37

Project Name:

Matagorda County Sand Search

Comments:

Analysis Date:

05-31-05

Depths and elevations based on measured values

Analyzed By:

WJD

1J;

Coastal Tech

Easting (X, m):

COASTAL TECH

715 North Drive Suite G

Northing

(Y, m);

': ," ;1.')-.,1

o-;,~~:, ~·T.

t', .;;

!'!dIC"'

l"l'.".i L '1- 01 .k')

Melbourne, Florida 32934

Horizontal System:

NAD 1927

ph3217511135

fax

Vertical System:

MWL (est.)

;(

;1:

(~-

PHI Sieve Sizes

-4.25 -4

-2.25 .2

-1.5

-1

-0.5

0.5

1.5

2.5

3.53.75 4

Standard Sieve Sizes

3145/8

5/16

4 5

120 170200230

100

-u

-n

"'.

:;;:

•

)

100

Millimeters

ri-

0.1

Gravel

Sand

Coarse

Fine

Coarse

Medium

Fine

Sample

I SymboljElev. (ft)1 USCS 1% Fines

Organics 1% Carbonates I Median ! Mean Skew 1 Kurt 1 Sort

)

S804#2

1-----+-1 -10' 1

~~~g

o:~

0.30

3.30

I 2.83 1 2.83

-0.48 1 4.6 1 0.4

2 o. 0.4

Comments;

Depths and elevations based on measured values

;;

Coastal Tech

~ ~,~~~~~;~,,~~~

715 North Drive Suite G

Melbourne, Florida 32934

;;

ph 3217511135

fax

Hydrometer

()

100

0.01

0.001

Silt

and Clay

Sample Information

Project Name:

Matagorda County Sand Search

Analysis Date:

05-31-05

Analyzed By:

WJD

Easting (X, m):

Northing

(Y, m):

Horizontal

System:

NAD 1927

Vertical

System:

MWL (est.)

PHI Sieve Sizes

-4.25 -4

-3

-2.25 -2

-1.5

-1

Standard Sieve Sizes

3/4518

5/16

4 5

100

-0

-n

::;

100

Gravel

Coarse

Fine

Coarse

Sample

Symbol

Elev.

(ft)

uses

Fines

Organics

S804#3

-7.0'

200

230 -

- 6.3

2.9

0.60

Comments:

Depths and elevations based on measured values

COASTAL TECH

. __ '

'-'''':U-:,I

(:,~r

:-.-1'."

,",

':;f,"jl""l"I~'j

L<".'I,-.'I ,-,:

-- --

.0.5

0.5

1.5

2.5

3.53.75 4

120 170200230

Hydrometer

.2'

()

100

0.1

0.01

0.001

Millimeters

Sand

Silt and Clay

Medium

Fine

Carbonates Median

Mean

Skew

Kurt

Sort

Sample Infonnation

4.60

3.23

3.17

-3.07

24.97

0.36

Project Name:

Matagorda County Sand Search

Analysis Date:

05-31-05

Analyzed By:

WJD

Coastal Tech

Easting

(X. m):

715 North Drive Suite G

Northing (Y, m):

Melbourne. Florida 32934

Horizontal System:

NAD 1927

3217511135

fax

Vertical System:

MWL (est.)

--"~

-u

:;:

<1;'

,,;

100

PHI Sieve Sizes

-4.25

-4

-3

-2.25 -2

-1.5

Standard Sieve Sizes

3/45/8

5/16

4 5

Gravel

Coarse

Fine

Coarse

-1

-0.5

0.5

1.5

2.5

3.53.75 4

120 170 200230

0.1

Millimeters

Sand

Medium

Fine

Sample

Symboll~rev.

(ft(uscs 1% Fines % Organicsj%

Carbonates I Median I

Mean

Skew I Kurt I Sort

S804

I_I -9

0' I

~~oo

~O-2.3

5.~~

0.60

5.20

I 3.25 I 3.21 I -1.66 113.18 1 0.34

Depths

Comments:

and

elevalions

based

measured

values

COASTAL TECH

Coastal Tech

715 North Drive Suite G

Melbourne, Florida 32934

.". ' .. ,,,'.,,, ".-

C-T .. , 'c'T,--""', ,"'" .. '

ph3217511135

fax

- --

Hydrometer

.2'

;;:

III

I;;

i'!

()

'EO

100

0.01

0.001

Silt and

Clay

Sample

Information

Project Name:

Matagorda County Sand Search

Analysis Date:

05-31-05

Analyzed By:

WJD

Easting (X, m):

Northing (Y, m):

Horizontal System:

NAD 1927

Vertical System:

MWL (est.)

;;;

ill

Granularmetric Report

COASTAL TECH

Depths and elevations based on measured values

c.-.J::;]:,I

(."·~-:·:'l,'

S~dl<-

t"T'''; L,I:I(.,,-,t:' ",

Project Name: Matagorda County Sand Search

Sample Name: SB04 #1

Coastal Tech

715 North Drive Suite G

Analysis Date: 05-31-05

Melbourne. Florida 32934

Analyzed By: WJD

ph 321751 1135

fax

Easting (m):

Northing (m):

Coordinate System:

IE""',"

(ft)1

UTM Zone 15

2.0' MWL (est.)

uses:

Munsell:

Comments:

Wet -

10YR-7/6

Dry Weight (g):

Wash Weight (g):

Pan Retained (g):

Sieve loss

(%):

Fines

(%):

Organics (%):

Carbonates (%):

Shells

(%J:

#200 -1.66

61.39

0.41

0.23

#230

- 0.90

0.60

2.50

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

-2.25

4.76

0.00

-2.00

4.00

0.00

-1.50

2.83

0.00

-1.00

2.00

0.00

-0.50

1.41

0.03

0.05

0.03

0.05

0.00

1.00

0.03

0.05

0.06

0.10

0.50

0.71

0.05

0.08

0.11

0.18

1.00

0.50

0.05

0.08

0.16

0.26

1.50

0.35

0.07

0.11

0.23

0.37

2.00

0.25

0.18

0.29

0.41

0.67

2.50

0.18

4.51

7.35

4.92

8.01

120

3.00

0.13

31.34

51.05

36.26

59.06

170

3.50

0.09

22.74

37.04

59.00

96.11

200

3.75

0.07

1.37

2.23

60.37

98.34

230

4.00

0.06

0.47

0.77

60.84

99.10

Phi 5

Phi 16

Phi 25

Phi 50

Phi 75

Phi 84

Phi 95

3.49

3.34

3.22

2.91

2.67

2.58

2.29

Moment

Mean Phi

Mean mm

Sorting

Skewness

Kurtosis

Statistics

2.92

0.13

0.37

-1.39

13.29

Granularmetric Report

COASTAL TECH

Depths and elevations based on measured values

"':-';'1~;'_'11

.,:';'~:"

;','J"

,~. '3!"':~I'--l"I~~

'..-J:ll.\;)r"

','

Project Name: Matagorda County Sand Search

Sample Name:

S804 #2

Coastal Tech

715 North Drive Suite G

Analysis Date:

05-31-05

Melbourne, Florida 32934

Analyzed 8y: WJD

ph 321 7511135

fax

Easting (m):

Northing (m):

Coordinate System:

Elevation (ttl:

UTM Zone 15

-1,0' MWL (est.)

USCS:

Munsell:

Comments:

Wet - 10YR-7/6

Dry Weight (9):

Wash Weight (g):

Pan Retained (g):

Sieve loss (%):

Fio",

#200

(%),

- 0.91

O",,"i~

(%),

,""""00'"

(%),

I Sh,II,

(%),

83.79

0,40

0,00

#230 - 0,48

0,30

3,30

Sieve

Number

Sieve Size

Grams

% Weight

Cum, Grams

C, % Weight

(Phi)

(Millimeters)

Retained

5/8"

-4.00

16.00

0,00

0.00

11/16"

-3.50

11,31

0.00

0,00

0.00

5/16"

-3.00

8.00

0.00

0,00

0.00

3.5

-2,50

5,66

0.00

0,00

0.00

-2,25

4.76

0,00

0.00

0,00

-2.00

4.00

0.00

0,00

0.00

0,00

-1.50

2,83

0,00

0.00

-1.00

2.00

0,00

0.00

0,00

-0.50

1,41

0.00

0,00

0.00

0,00

1.00

0,02

0.02

0,02

, c

0,50

0.71

0.02

0.04

0,05

1.00

0,50

0.04

0.05

0,08

0.10

1.50

0.35

0,13

0.16

0.21

0.25

2.00

0.25

1.54

1,84

1.75

2,09

2.50

0,18

12.55

14,98

14.30

17.07

120

3.00

0,13

41.98

50.10

56,28

67.17

170

3,50

0.09

23,96

28.60

80.24

95.76

200

3,75

0.07

2,79

3.33

83.03

99.09

230

4.00

0.06

0.36

0,43

83.39

99,52

i;;

Phi 5

Phi 16

Phi 25

Phi

Phi 75

Phi 84

Phi 95

3,49

3.29

3.14

2,83

2.58

2,46

2,10

Moment

Mean Phi

Mean mm

Sorting

Skewness

Kurtosis

Statistics

2,83

0.14

0,4

-0,48

4,6

: .

Granularmetric Report

COASTAL TECH

Depths and elevations based on measured values

'll~;:-'!

C:''''~-:':;'_1,'

.".

Sf'dl,...··e'I~·.;

1..,.:1(,'1;)1

....

Project Name: Matagorda County Sand Search

Sample Name: S804 #3

Coastal Tech

715 North Drive Suite G

Analysis Date: 05-31-05

Melbourne,

Florida 32934

Analyzed 8y: WJD

ph 321 7511135

fax

Eastlng (m):

Northio, (ml'

Coordinate System:

lEI''''''

(ftl'

UTM Zone 15

-7.0' MWL (est.)

uses:

I "OO':et _ 1

OYR-7/61

Comm,,",

Dry Weight (9):

Wash Weight (g):

Pan Retained (g):

Siave loss

(%):

Flo.,

(%1'

O",,"i~

(%1'

C""""'t" (%1'

Sh,II, (%1'

#200 - 6.30

97.30

2.84

0.00

#230

- 2.92

0.60

4.60

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

-2.25

4.76

0.00

-2.00

4.00

0.00

-1.50

2.83

0.00

-1.00

2.00

0.00

-0.50

1.41

0.02

0.00

1.00

0.08

0.10

0.50

0.71

0.19

0.20

0.29

0.30

1.00

0.50

0.17

0.46

0.47

1.50

0.35

0.20

0.21

0.66

0.68

[;