Attachment C Geotech DSR - Title Page Phase I FDR...Water Elevation (ft): 127.2 Vane Shear Strength Depth (ft) Peak (lbs) 1 2 3 Drilling Company: ATL Driller's Name: TOM FARRELL Geologist:

Exhibit B

Boring Logs

Boring ID: GT-095

Boring LogEnergy Park / Longe Site Geotechnical Drilling Program

DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*

Date/Time Start: 10/10/2005

Date/Time End: 10/10/2005

BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)

Water Depth (ft): 11.1

SEDIMENT DESCRIPTION

Mud Line (ft): 116.1

Borehole Depth (ft): 11.6

General Electric Company

Northing (ft): 1620033.6

Easting (ft): 741049.7

Water Elevation (ft): 127.2 Vane Shear Strength

Depth (ft) Peak (lbs)

1

23

Drilling Company: ATLDriller's Name: TOM FARRELL

Geologist: ADAM CHWALIBOG

Rig Type: CME 55

Auger/Casing Diam. (in): 4Drilling Method: CASING

Client:4:30

2:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

GR/FS/SI/--0.0 2.0 SS 3 - WOH - - 0.2BLACK FINE GRAVEL, SOME GRAY FINE SAND, LITTLE SILT, LOOSE, WET

116.1 114.1

CL/--/SI/FS2.0 4.0 SS 2 - 1/1.0 - WOH - 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND, VERY SOFT, WET

114.1 112.1

CL/--/GR/--4.0 6.0 SS 2 - 1 - 1 - 2 1.7GRAY CLAY, LITTLE GRAVEL

112.1 110.1

6.0 6.6 SS 18 - 50/0.1 - - 0.0NO RECOVERY

110.1 109.5

6.6 11.6 RC - - - BEDROCK: BLACK SHALE

109.5 104.5

Date Printed: 1/20/2006 Page 1 of 1

Notes:* Sample Type'SS' : Split Spoon, 'ST' : Shelby Tube, 'RC' : Rock Core

** Classification of materialPrimary/Some/Little/Trace

GR: GravelCS: Coarse sandMS: Medium sand

FS: Fine sandSI: SiltCL: Clay

OR: Organic

Boring ID: GT-096


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)

Water Depth (ft):


Mud Line (ft):





Water Elevation (ft): Vane Shear Strength


1

23



Rig Type: CME 55


Client:1:00

10:45

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: CORE BARREL STUCK AT 4.7'. NEED TO ROLLER BIT TO 6.0' FOR GOOD CORE RUN.

GR/CS/FS/SI0.0 2.0 SS 10 - 6 - 6 - 19 0.5BLACK-RED FINE TO MEDIUM GRAVEL, SOME COARSE SAND, LITTLE FINE TO MEDIUM SAND, TRACE SILT, MEDIUM DENSE, WET

GR/CS/MS/--2.0 4.0 SS 26 - 6 - 18 - 11 0.6BLACK-RED FINE TO MEDIUM GRAVEL, SOME COARSE SAND, LITTLE FINE TO MEDIUM SAND, LITTLE SILT, MEDIUM DENSE, WET

GR/--/CS/--4.0 4.7 SS 11 - 50/0.2 - - 0.5BLACK FINE TO MEDIUM GRAVEL, LITTLE COARSE SAND (WEATHERED SHALE, BEDROCK)

6.0 11.0 RC - - - 5.0BEDROCK: BLACK SHALE; RQD=70%






OR: Organic

Boring ID: GT-097


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:10:00

9:25

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

GR/FS/SI/--0.0 2.0 SS 10 - 6 - 5 - 5 0.3BROWN FINE TO MEDIUM GRAVEL, SOME FINE TO COARSE SAND, LITTLE SILT (RUBBLE SLOPE), MEDIUM DENSE, WET119.3 117.3

2.0 4.0 SS 3 - 2 - 1 - 3 0.0NO RECOVERY

117.3 115.3

GR/CS/CL/SI4.0 6.0 SS 2 - 1 - 1 - 3 1.2GRAY FINE TO MEDIUM GRAVEL, SOME COARSE SAND, LITTLE CLAY, TRACE SILT, TRACE FINE SAND, VERY SOFT, WET115.3 113.3

GR/CS/--/--6.0 6.4 SS 50/0.4 - - - 0.2BLACK FINE GRAVEL, SOME COARSE SAND (WEATHERED SHALE, BEDROCK), VERY DENSE, WET113.3 112.9






OR: Organic

Boring ID: GT-098


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23

Drilling Company: ATLDriller's Name: BRAD PERRY


Rig Type: CME 55


Client:10:30

8:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: AT 3.2' REFUSAL, HAD TO CLEAN HOLE TO 4.5' IN ORDER TO CORE ROCK.

GR/CS/FS/--0.0 2.0 SS 4 - 7 - 6 - 4 0.8FINE TO MEDIUM GRAVEL, SOME COARSE SAND, LITTLE FINE TO MEDIUM SAND, LITTLE SILT, MEDIUM DENSE, WET116.5 114.5

GR/CS/FS/--2.0 3.2 SS 4 - 17 - 50/0.2 - 0.8FINE TO MEDIUM GRAVEL, SOME COARSE SAND, LITTLE FINE TO MEDIUM SAND, LITTLE SILT, VERY DENSE, WET114.5 113.3

4.5 9.5 RC 2.0 - 6.10 - 6.15 - 8.30 5.0BEDROCK: BLACK SHALE; RQD=50%

112.0 107.0






OR: Organic

Boring ID: GT-099


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:3:10

2:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

GR/--/SI/CL0.0 2.0 SS WOR - WOR - 2 - 13 0.6BLACK FINE GRAVEL, LITTLE SILT, TRACE CLAY, VERY SOFT, WET

116.5 114.5

SI/--/FS/--2.0 3.8 SS 14 - 34 - 44 - 50/0.3 1.5TILL: GRAY SILT, LITTLE FINE TO COARSE SAND, LITTLE FINE GRAVEL, LITTLE CLAY, HARD, WET114.5 112.7

GR/--/SI/FS4.0 4.7 SS 22 - 50/0.2 - - 0.4BLACK FINE TO MEDIUM GRAVEL (SHALE), LITTLE SILT, TRACE FINE SAND, TRACE CLAY (WEATHERED BEDROCK)112.5 111.8






OR: Organic

Boring ID: GT-100


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:2:00

8:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

FS/SI/CL/--0.0 2.0 SS WOR - WOH/1.5 - - 0.3GRAY FINE SAND, SOME SILT, LITTLE CLAY, LITTLE MEDIUM SAND, VERY SOFT, WET114.7 112.7

CL/--/SI/--2.0 4.0 SS WOH/1.0 - - 1 - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

112.7 110.7

CL/--/SI/--4.0 6.0 SS WOR - WOH/1.5 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

110.7 108.7


108.7 106.7


106.7 104.7

CL/--/SI/--10.0 12.0 SS WOH/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

104.7 102.7

12.0 14.0 ST - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

102.7 100.7

CL/SI/--/--15.0 17.0 SS WOR/1.0 - WOH/1.0 - - 2.0GRAY CLAY, SOME SILT, FEW SILT & CLAY LAYERS, VERY SOFT, WET

99.7 97.7

CL/--/SI/FS20.0 22.0 SS WOR/1.0 - - 2 - 2 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND LENSE, VERY SOFT, WET

94.7 92.7

CL/--/SI/FS25.0 27.0 SS WOR/1.0 - - 2 - 2 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND, VERY SOFT, WET

89.7 87.7

CL/--/SI/FS30.0 32.0 SS WOR - WOH/1.0 - - 2 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND, VERY SOFT, WET

84.7 82.7

32.0 34.0 ST - - - 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND, VERY SOFT, WET

82.7 80.7

CL/--/SI/--35.0 37.0 SS WOR/1.0 - - 1 - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

79.7 77.7






OR: Organic

Boring ID: GT-100


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:2:00

8:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

CL/--/SI/--40.0 42.0 SS WOR - 1 - 3 - 4 2.0GRAY CLAY, LITTLE SILT, SOFT, WET

74.7 72.7

CL/SI/--/--45.0 47.0 SS WOR - WOR - 1 - 3 2.0GRAY CLAY, SOME SILT, FEW BROWN SILT ZONES, VERY SOFT, WET

69.7 67.7

CL/SI/--/--50.0 52.0 SS WOR/1.0 - - 2 - 27 2.0GRAY CLAY, SOME SILT, FEW BROWN SILT ZONES, SOFT, WET

64.7 62.7

FS/SI/GR/CL52.0 54.0 SS 7 - 7 - 9 - 12 1.6GRAY FINE SAND, SOME SILT, LITTLE FINE GRAVEL, TRACE CLAY, MEDIUM DENSE, WET62.7 60.7

CS/FS/SI/--55.0 57.0 SS 16 - 20 - 11 - 25 1.3GRAY COARSE SAND, SOME FINE TO MEDIUM SAND, LITTLE SILT, LITTLE FINE GRAVEL, VERY DENSE, WET59.7 57.7

GR/CS/--/--59.5 59.7 SS 50/0.2 - - - 0.1BLACK FINE GRAVEL, SOME COARSE SAND (WEATHERED BEDROCK), VERY DENSE, WET55.2 55.0






OR: Organic

Boring ID: GT-101


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:2:00

1:40

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:


115.2 113.2

CL/--/SI/--2.0 3.4 SS WOR - 10 - 50/0.4 - 60/0.9 1.5GRAY CLAY, LITTLE SILT, LITTLE BLACK FINE TO MEDIUM GRAVEL IN TIP (WEATHERED SHALE, ROCK), VERY DENSE, WET113.2 111.8






OR: Organic

Boring ID: GT-102


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)










1

23



Rig Type: CME 55


Client:2:00

12:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

GR/--/SI/--0.0 1.4 SS WOR - 22 - 100/0.4 - 122/0.9

1.0BLACK FINE TO MEDIUM GRAVEL (SHALE), LITTLE SILT, LITTLE CLAY

114.9 113.5

1.5 6.5 RC - - - 4.0BEDROCK: BLACK SHALE; RQD=58%

113.4 108.4






OR: Organic

Boring ID: GT-105


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75

Auger/Casing Diam. (in): 4.25Drilling Method: AUGER

Client:3:20

1:00

ELEVATIO

N O

F SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/SI/GR0.0 2.0 SS 2 - 3 - 3 - 3 1.5BROWN FINE SAND, LITTLE SILT, LITTLE MEDIUM SAND, TRACE FINE GRAVEL, LOOSE, MOIST

FS/--/MS/SI2.0 4.0 SS 4 - 4 - 4 - 4 0.9BROWN FINE SAND, LITTLE MEDIUM SAND, TRACE SILT, LOOSE, MOIST

FS/--/MS/--4.0 6.0 SS 4 - 4 - 4 - 4 1.2BROWN FINE SAND, LITTLE MEDIUM SAND, LITTLE SILT, LOOSE, MOIST

FS/MS/SI/CS6.0 8.0 SS 4 - 4 - 5 - 6 1.7BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, TRACE COARSE SAND NEAR 8', LOOSE, WET

MS/--/FS/SI8.0 10.0 SS 4 - 3 - 4 - 7 1.6BROWN MEDIUM SAND, LITTLE FINE SAND, LITTLE COARSE SAND, TRACE SILT, LOOSE, WET

MS/FS/--/SI10.0 12.0 SS 3 - 4 - 3 - 4 1.8BROWN MEDIUM SAND, SOME FINE SAND, TRACE SILT, LOOSE, WET

MS/FS/CS/SI14.0 16.0 SS 4 - 7 - 6 - 11 1.1DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, MEDIUM DENSE, WET

MS/FS/CS/SI19.0 21.0 SS 3 - 4 - 4 - 7 1.7DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, LOOSE, WET

MS/--/FS/SI24.0 26.0 SS 5 - 4 - 6 - 7 1.0BROWN MEDIUM SAND, LITTLE FINE SAND, TRACE SILT, MEDIUM DENSE, WET

CL/--/SI/--29.0 31.0 SS 1 - WOH/18 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--34.0 36.0 SS WOH/12 - - 1 - 1 1.5GRAY CLAY, LITTLE SILT, FEW BROWN SILT LAMINATIONS, VERY SOFT, WET

CL/--/SI/--39.0 41.0 SS WOR - WOH/18 - - 2.0GRAY CLAY, LITTLE SILT, FEW BROWN SILT LAMINATIONS, VERY SOFT, WET






OR: Organic

Boring ID: GT-106


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:30

3:30

ELEVATIO

N O

F SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/SI/CS0.0 2.0 SS 3 - 9 - 7 - 5 1.0BROWN FINE SAND, LITTLE SILT, LITTLE FINE TO MEDIUM GRAVEL, TRACE MEDIUM COARSE SAND, MEDIUM DENSE, MOIST

FS/GR/SI/MS2.0 4.0 SS 5 - 3 - 3 - 3 0.9BROWN FINE SAND, SOME FINE TO MEDIUM GRAVEL (BRICK), LITTLE SILT, TRACE MEDIUM TO COARSE SAND, LOOSE, MOIST

FS/--/GR/MS4.0 6.0 SS 5 - 4 - 3 - 2 1.0DARK BROWN FINE SAND AND SILT, LITTLE FINE GRAVEL, TRACE MEDIUM TO COARSE SAND, LOOSE, MOIST

FS/--/SI/--6.0 8.0 SS 9 - 8 - 7 - 7 1.2BROWN FINE SAND, LITTLE SILT, MEDIUM DENSE, MOIST

FS/--/SI/--8.0 10.0 SS 4 - 5 - 5 - 5 1.2BROWN FINE SAND, LITTLE SILT, MEDIUM DENSE, MOIST

FS/--/SI/--10.0 12.0 SS 5 - 4 - 4 - 3 1.5BROWN FINE SAND, LITTLE SILT, LOOSE, MOIST

MS/--/--/SI14.0 16.0 SS 2 - 2 - 2 - 2 1.6DARK BROWN FINE TO COARSE SAND, TRACE SILT, LOOSE, WET

MS/--/--/SI19.0 21.0 SS 4 - 4 - 5 - 6 1.7DARK BROWN FINE TO COARSE SAND, TRACE SILT, LOOSE, WET

FS/SI/--/--24.0 26.0 SS 4 - 5 - 4 - 5 1.8BROWN FINE SAND, SOME SILT, LOOSE, WET

CL/SI/--/--29.0 31.0 SS WOR - WOH/1.0 - - 2 2.0GRAY CLAY, SOME SILT, VERY SOFT, WET

31.0 33.0 ST N/A - - - 1.9SHELBY TUBE ST-1


CL/--/SI/--38.0 40.0 SS WOH/1.5 - - - 2 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-107


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER

FOR 6 inchesC

LASSIFIC

ATIO

N O

F MA

TERIA

L**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:00

2:30

ELEVATIO

N O

F SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: DRILLERS NOTED COBBLES @ 22'

DESCRIPTION

FS/--/SI/--0.0 2.0 SS 3 - 2 - 3 - 2 0.8BROWN FINE SAND, LITTLE SILT, LITTLE MEDIUM SAND, LOOSE, MOIST

FS/--/--/--2.0 4.0 SS 3 - 4 - 5 - 5 1.0BROWN FINE SAND AND SILT, LOOSE, MOIST

FS/SI/--/MS4.0 6.0 SS 3 - 3 - 2 - 2 1.3BROWN FINE SAND, SOME SILT, TRACE MEDIUM SAND IN TIP, LOOSE, WET

SI/--/OR/FS6.0 8.0 SS 1 - 1 - 1 - WOH 1.4BLACK SILT, LITTLE ORGANICS, TRACE BROWN FINE TO MEDIUM SAND

MS/CS/FS/GR8.0 10.0 SS 2 - 4 - 5 - 5 0.7BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, TRACE FINE GRAVEL, TRACE SILT, LOOSE, WET

MS/CS/FS/GR10.0 12.0 SS 5 - 5 - 3 - 4 0.9BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, TRACE FINE GRAVEL, TRACE SILT, LOOSE, WET

CL/--/SI/--14.0 16.0 SS 1 - 1 - 1 - 1 1.6GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/SI/GR/--19.0 21.0 SS WOH/2.0 - - - 1.9GRAY CLAY, SOME SILT; @ 20' WITH SOME FINE SAND, LITTLE FINE GRAVEL, VERY SOFT, WET

GR/MS/SI/FS24.0 24.7 SS 21 - 50/0.3 - - GRAY FINE TO MEDIUM GRAVEL, SOME MEDIUM SAND, LITTLE SILT AND CLAY, TRACE FINE SAND, VERY DENSE, WET

25.5 30.5 RC NX CORE - - - 4.6BEDROCK-BLACK SHALE. RQD=63%






OR: Organic

Boring ID: GT-108


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*



BLOWS ON SAMPLER FOR 6 inches

CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:11:20

8:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/SI/--/OR0.0 2.0 SS 3 - 4 - 4 - 4 1.0BROWN FINE SAND, SOME SILT, TRACE ORGANICS (PEAT), LOOSE, MOIST

SI/--/FS/CL2.0 4.0 SS 3 - 4 - 4 - 3 0.9LIGHT BROWN SILT, LITTLE FINE SAND, TRACE CLAY, TRACE ORGANICS, STIFF, MOIST

SI/FS/--/CL4.0 6.0 SS 3 - 3 - 3 - 3 0.9LIGHT BROWN SILT, SOME FINE SAND, TRACE CLAY, MEDIUM STIFF, MOIST

FS/MS/SI/--6.0 8.0 SS 3 - 3 - 2 - 3 1.6BROWN/DARK BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, LOOSE, WET

MS/CS/FS/GR8.0 10.0 SS 2 - 4 - 5 - 8 1.3BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, TRACE FINE GRAVEL AND TRACE SILT, LOOSE, WET

MS/CS/FS/SI10.0 12.0 SS 6 - 5 - 4 - 4 1.7BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, TRACE SILT, LOOSE, WET

SI/GR/CL/FS14.0 16.0 SS WOH/1.5 - - - 6 1.7GRAY SILT, SOME MEDIUM GRAVEL IN TIP, LITTLE CLAY, TRACE FINE SAND, VERY SOFT, WET

18.0 23.0 RC NX CORE - - - 3.8BEDROCK-BLACK SHALE, RQD=66%






OR: Organic

Boring ID: GT-109


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:4:00

1:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/MS/SI/OR0.0 2.0 SS 3 - 4 - 4 - 3 1.2BROWN FINE SAND, SOME MEDIUM SAND, SOME FINE GRAVEL (CINDERS), LITTLE SILT, TRACE ORGANICS (PEAT), MEDIUM DENSE, MOIST

FS/SI/--/MS2.0 4.0 SS 4 - 4 - 5 - 5 1.7BROWN FINE SAND, SOME SILT, TRACE MEDIUM SAND, TRACE ORGANICS (PEAT), MEDIUM DENSE, MOIST

FS/SI/--/--4.0 6.0 SS 5 - 7 - 6 - 5 1.4BROWN FINE SAND, SOME SILT, FEW SILT ZONES, MEDIUM DENSE, WET

FS/SI/--/--6.0 8.0 SS 4 - 4 - 2 - 1 1.8BROWN FINE SAND, SOME SILT, FEW SILT ZONES, LOOSE, WET

MS/FS/CS/SI8.0 10.0 SS 3 - 2 - 1 - 3 1.2BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, TRACE FINE GRAVEL, LOOSE, WET

MS/CS/FS/SI10.0 12.0 SS 3 - 4 - 5 - 5 1.7BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE GRAVEL, TRACE SILT, LOOSE, WET

CL/--/SI/--14.0 16.0 SS WOH/1.0 - 1/1.0 - - 2.0GRAY CLAY, LITTLE SILT, LITTLE FINE SAND, VERY SOFT, WET

SI/FS/CL/GR19.0 20.1 SS WOH - 2 - 50/0.1 - 1.8GRAY SILT, SOME FINE SAND, LITTLE CLAY, TRACE FINE GRAVEL, TRACE MEDIUM TO COARSE SAND, VERY DENSE, WET







OR: Organic

Boring ID: GT-110


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:50

8:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/SI/MS/OR0.0 2.0 SS 5 - 6 - 6 - 7 1.5BROWN FINE SAND, SOME SILT, LITTLE MEDIUM SAND, TRACE ORGANICS (PEAT), MEDIUM DENSE, MOIST

FS/SI/MS/OR2.0 4.0 SS 8 - 7 - 7 - 7 1.0BROWN FINE SAND, SOME SILT, LITTLE MEDIUM SAND, TRACE ORGANICS (PEAT), MEDIUM DENSE, MOIST

FS/SI/--/OR4.0 6.0 SS 4 - 7 - 6 - 6 0.6BROWN FINE SAND, SOME SILT, TRACE ORGANICS (PEAT), MEDIUM DENSE, MOIST

FS/SI/--/MS6.0 8.0 SS 5 - 3 - 3 - 2 1.4BROWN FINE SAND, SOME SILT, TRACE MEDIUM SAND, LOOSE, MOIST

MS/FS/--/SI8.0 10.0 SS 1 - 10 - 13 - 16 1.2DARK BROWN MEDIUM SAND, SOME FINE TO COARSE SAND,TRACE SILT, MEDIUM DENSE, WET

MS/FS/--/SI10.0 12.0 SS 2 - 2 - 2 - 4 1.5DARK BROWN MEDIUM SAND, SOME FINE TO COARSE SAND, TRACE SILT, LOOSE, WET

CL/--/SI/GR14.0 15.6 SS WOH/1.0 - - 2 - 50/0.1 1.5GRAY CLAY, LITTLE SILT, TRACE BLACK FINE GRAVEL (SHALE) IN TIP







OR: Organic

Boring ID: GT-111


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:4:20

12:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

SI/FS/OR/GR0.0 2.0 SS 2 - 3 - 5 - 6 1.4DARK BROWN SILT, SOME FINE SAND, LITTLE ORGANICS (PEAT), TRACE FINE GRAVEL, SOFT, MOIST

SI/FS/OR/--2.0 4.0 SS 5 - 4 - 4 - 4 1.0DARK BROWN SILT, SOME FINE SAND, LITTLE ORGANICS (PEAT), STIFF, MOIST

SI/--/FS/OR4.0 6.0 SS 5 - 5 - 6 - 6 0.9BROWN SILT, LITTLE FINE SAND, TRACE ORGANICS, TRACE CLAY, STIFF, MOIST

FS/MS/SI/--6.0 8.0 SS 4 - 4 - 3 - 2 1.6BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, LOOSE, MOIST

FS/MS/--/SI8.0 10.0 SS 3 - 3 - 3 - 4 1.0BROWN FINE SAND, SOME MEDIUM SAND, TRACE SILT, LOOSE, WET

MS/FS/CS/SI10.0 12.0 SS 1 - 1 - 3 - 5 1.2DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, LOOSE, WET

CL/--/SI/--14.0 16.0 SS 1 - 1 - WOH - 1 1.1GRAY CLAY, LITTLE SILT, FEW BROWN SILT AND CLAY ZONES, VERY SOFT, WET

GR/CL/SI/--19.0 20.2 SS 2 - 3 - 50/0.2 - 0.6BLACK FINE GRAVEL (SHALE), GRAY CLAY AT 19.5', LITTLE SILT, VERY DENSE, WET







OR: Organic

Boring ID: GT-112


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:9:00

12:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

SI/FS/--/MS0.0 2.0 SS 6 - 5 - 5 - 4 0.5DARK BROWN SILT, SOME FINE SAND, TRACE MEDIUM SAND, TRACE FINE GRAVEL, MEDIUM DENSE, MOIST

FS/SI/--/MS2.0 4.0 SS 4 - 2 - 1 - 1 1.1BROWN-DARK BROWN FINE SAND, SOME SILT, TRACE MEDIUM SAND, TRACE CLAY, LOOSE, MOIST

SI/OR/--/FS4.0 6.0 SS WOH/1.0 - - 2 - 1 0.9BROWN-RED SILT, SOME ORGANICS (PEAT,WOOD), TRACE FINE SAND, SOFT, MOIST

SI/FS/OR/CL6.0 8.0 SS 1 - 1 - 1 - 2 2.0BROWN SILT, SOME FINE SAND, LITTLE ORGANICS (PEAT,WOOD CHIPS), TRACE CLAY, SOFT, MOIST

FS/SI/MS/OR8.0 10.0 SS 2 - 2 - 1/1.0 - 2.0BROWY FINE SAND, SOME SILT, LITTLE MEDIUM TO COARSE SAND, TRACE ORGANICS (PEAT), TRACE CLAY

CL/--/SI/FS14.0 16.0 SS 1 - WOH/1.0 - - 1 2.0GRAY CLAY, LITTLE SILT, TRACE FINE SAND, VERY SOFT, WET

CL/--/SI/FS19.0 21.0 SS WOH/1.0 - - 1 - 1 2.0GRAY CLAY, LITTLE SILT, OCCASIONAL FINE SAND LENSE, VERY SOFT, WET

CL/--/SI/--24.0 26.0 SS WOR/1.5 - - - WOH 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--29.0 31.0 SS WOR/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET










OR: Organic

Boring ID: GT-112


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:9:00

12:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION



CL/--/SI/--64.0 66.0 SS WOH/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, FEW SILT AND CLAY ZONES, VERY SOFT, WET

CL/SI/--/--69.0 71.0 SS WOH/2.0 - - - 2.0GRAY CLAY, SOME SILT, FREQUENT SILT AND CLAY ZONES, VERY SOFT, WET

CL/SI/--/--74.0 76.0 SS WOH/2.0 - - - 2.0GRAY CLAY, SOME SILT, FREQUENT SILT AND CLAY ZONES, VERY SOFT, WET






OR: Organic

Boring ID: GT-112B


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:9:00

12:15

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: 2ND BORING TO COLLECT SHELBY TUBE SAMPLE FROM 14-16'.

DESCRIPTION

14.0 16.0 ST N/A - - - 1.8GT-112 MOVED 5' N. TO TAKE SHELBY TUBE FROM 14-16'






OR: Organic

Boring ID: GT-113


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:00

4:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/--/SI0.0 2.0 SS 2 - 5 - 5 - 3 1.6BROWN FINE SAND, TRACE SILT, MEDIUM DENSE, MOIST


FS/SI/MS/CL4.0 6.0 SS 1 - 1 - 1/1.0 - 1.0BROWN FINE SAND, SOME SILT, LITTLE MEDIUM SAND, TRACE CLAY, LOOSE, WET

FS/SI/MS/CL6.0 8.0 SS 1 - 1 - 1 - 1 1.2BROWN FINE SAND, SOME SILT, LITTLE MEDIUM SAND, TRACE CLAY, LOOSE, WET

FS/--/SI/GR8.0 10.0 SS WOR - 2 - 1 - 1 0.3BROWN FINE SAND, LITTLE SILT, TRACE FINE GRAVEL, LOOSE, WET

MS/FS/--/SI14.0 16.0 SS 3 - 3 - 5 - 6 1.2DARK BROWN FINE TO COARSE SAND, TRACE SILT, TRACE FINE GRAVEL, MEDIUM DENSE, WET

MS/FS/CS/CL19.0 21.0 SS 5 - 15 - 25 - 25 2.0DARK BROWN FINE TO COARSE SAND, TRACE SILT, TRACE FINE GRAVEL, GRAY CLAY IN TIP, DENSE, WET; BLOW COUNTS NOT ACCURATE DUE TO SAND HEAVE


CL/--/SI/--29.0 31.0 ST N/A - - - 1.3GRAY CLAY, LITTLE SILT

CL/--/SI/--31.0 33.0 ST N/A - - - 1.9GRAY CLAY, LITTLE SILT; SHELBY TUBE ST-1



CL/--/SI/--44.0 46.0 SS WOR/1.0 - WOH/1.0 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-113


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:00

4:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/--/SI/--49.0 51.0 SS WOR/1.0 - WOH/1.0 - - 2.0GRAY CLAY, LITTLE SILT, FEW BROWN SILT AND CLAY LAMINATIONS

CL/--/SI/--54.0 56.0 SS WOR/1.0 - WOH/1.0 - - 2.0GRAY CLAY, LITTLE SILT, FEW BROWN SILT AND CLAY LAMINATIONS


CL/--/SI/--64.0 66.0 SS WOR/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, FEW SILT AND CLAY LAMINATIONS, VERY SOFT, WET

CL/--/SI/--69.0 71.0 ST N/A - - - 2.0SHELBY TUBE ST-2

CL/--/SI/--74.0 76.0 SS WOR/2.0 - - - 1.8GRAY SILTY CLAY, FEW SILT AND CLAY LAMINATIONS






OR: Organic

Boring ID: GT-114


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):

Borehole Depth (ft):


Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75

Auger/Casing Diam. (in): 4.25Drilling Method: CASING

Client:10:00

9:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

MS/FS/SI/--0.0 2.0 SS 3 - 8 - 8 - 6 2.0BROWN MEDIUM SAND, SOME FINE SAND, LITTLE SILT, MEDIUM DENSE, MOIST

MS/FS/SI/CL2.0 4.0 SS 3 - 2 - 2 - 3 1.0BROWN MEDIUM SAND, SOME FINE SAND, LITTLE REDDISH BROWN SILT IN TIP, TRACE CLAY , LOOSE, MOIST

FS/SI/--/MS4.0 6.0 SS 4 - 5 - 4 - 5 1.3BROWN-GRAY FINE SAND, SOME SILT, TRACE MEDIUM SAND, MEDIUM DENSE, MOIST

FS/SI/--/MS6.0 8.0 SS 5 - 4 - 4 - 4 2.0BROWN-GRAY FINE SAND, SOME SILT, TRACE MEDIUM SAND, LOOSE, WET

FS/SI/--/MS8.0 10.0 SS 4 - 2 - 2 - 2 1.5BROWN-GRAY FINE SAND, SOME SILT, TRACE MEDIUM SAND, LOOSE, WET

FS/SI/--/--10.0 12.0 SS 1 - 1 - 3 - 4 1.6BROWN-GRAY FINE SAND, SOME SILT, LOOSE, WET

MS/--/FS/SI15.0 17.0 SS WOH/1.0 - - 1 - 3 1.1GRAY MEDIUM SAND, LITTLE FINE SAND, TRACE SILT, LOOSE, WET


CL/--/SI/--25.0 27.0 SS W0H/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--30.0 32.0 SS WOH/1.5 - - - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--35.0 37.0 SS WOH/1.0 - - 1 - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET


CL/--/SI/--45.0 47.0 SS WOR/1.0 - - - WOH/1.0 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-114


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:00

9:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/MS/--/SI50.0 52.0 SS 8 - 10 - 10 - 11 2.0GRAY CLAY, 2-4 IN. ZONES OF MEDIUM SAND, TRACE SILT, MEDIUM DENSE, WET

CL/--/SI/--55.0 57.0 SS 2 - 2 - 2 - 2 2.0GRAY CLAY, LITTLE SILT, SOFT, WET

CL/--/SI/SI60.0 62.0 SS 1 - 1 - WOH - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--65.0 67.0 SS WOR - WOH/1.5 - - 2.0GRAY CLAY, FREQUENT SILT LAMINATIONS, VERY SOFT, WET

CL/--/SI/MS70.0 72.0 SS WOH - 2 - 3 - 3 2.0GRAY CLAY, FEW SILT LAMINATIONS, TRACE MEDIUM SAND, SOFT, WET

CL/--/SI/--75.0 77.0 SS WOR/2 - - - 2.0GRAY CLAY, FREQUENT SILT LAMINATIONS, VERY SOFT, WET

CL/--/SI/--80.0 82.0 SS WOR/2 - - - 2.0GRAY CLAY, FREQUENT SILT LAMINATIONS, VERY SOFT, WET

CL/--/SI/--85.0 87.0 SS 2 - 2 - 2 - 1 2.0GRAY CLAY, FREQUENT BROWN SILT AND CLAY ZONES, SOFT, WET

MS/CL/SI/--90.0 92.0 SS 2 - 2 - 10 - 4 1.4GRAY MEDIUM SAND, SOME CLAY, FEW BROWN SILT AND CLAY ZONES, MEDIUM DENSE, WET

CL/--/SI/--95.0 97.0 SS 2 - 3 - 3 - 7GRAY CLAY, LITTLE SILT, MEDIUM STIFF, WET

CL/--/SI/--100.0 102.0 SS WOR - WOH - 1 - 3GRAY CLAY, LITTLE SILT, FEW BROWN SILT AND CLAY ZONES

CL/SI/--/--105.0 107.0 SS WOR/1.0 - - 1 - 5 2.0GRAY CLAY, SOME SILT, FEW BROWN CLAYEY SILT ZONES, VERY SOFT, WET

CL/SI/--/--110.0 112.0 SS WOR/1.5 - - - 3 1.4GRAY-BROWN LAMINATED CLAY, SOME SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-114


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:00

9:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/SI/--/--115.0 117.0 SS WOR/1.0 - - WOH/1 - 1.7GRAY LAMINATED CLAY, SOME SILT, VERY SOFT, WET

GR/FS/--/--119.0 119.3 SS 50/0.3 - - - 0.3BLACK FINE GRAVEL (GRAVEL IS SHALE ROCK), SOME SAND, VERY DENSE, WET






OR: Organic

Boring ID: GT-200


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:10

12:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/--/SI0.0 2.0 SS 2 - 3 - 3 - 3 1.4BROWN FINE SAND, TRACE SILT, TRACE ORGANICS (ROOTS), LOOSE, MOIST

FS/GR/SI/--2.0 4.0 SS 2 - 3 - 2 - 4 1.0DARK BROWN FINE SAND, SOME FINE GRAVEL (BRICK & COAL), LITTLE SILT, LOOSE, MOIST

FS/--/--/SI4.0 6.0 SS 2 - 3 - 2 - 2 1.1BROWN FINE SAND, TRACE SILT, LOOSE, MOIST

FS/--/--/SI6.0 8.0 SS 3 - 3 - 3 - 3 1.2BROWN FINE SAND, TRACE SILT, TRACE MEDIUM SAND, LOOSE, MOIST

MS/FS/--/SI8.0 10.0 SS 2 - 3 - 2 - 2 1.3DARK BROWN MEDIUM SAND, SOME FINE SAND, TRACE SILT, TRACE COARSE SAND, LOOSE, WET

MS/FS/CS/SI10.0 12.0 SS 2 - 2 - 2 - 5 1.9DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE FINE GRAVEL, TRACE SILT, LOOSE, WET

MS/--/CS/--12.0 14.0 SS 3 - 3 - 3 - 4 1.6BROWN MEDIUM TO FINE SAND, LITTLE COARSE SAND, LITTLE FINE GRAVEL, LITTLE SILT, LOOSE, WET

FS/--/SI/--14.0 16.0 SS 2 - 2 - 2 - 3 1.0BROWN FINE TO MEDIUM SAND, LITTLE SILT, LOOSE, WET

MS/FS/CS/--16.0 18.0 SS 4 - 3 - 3 - 3 1.8BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, LOOSE, WET

MS/FS/CS/--18.0 20.0 SS 3 - 4 - 3 - 3 0.7BLACK MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE FINE GRAVEL, LITTLE SILT, LOOSE, WET

MS/FS/CS/--20.0 22.0 SS 4 - 4 - 4 - 5 1.4BLACK MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, LOOSE, WET

MS/FS/CS/--22.0 24.0 SS 4 - 3 - 5 - 5 1.6BLACK MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, LOOSE, WET

FS/MS/SI/CS24.0 26.0 SS 5 - 4 - 6 - 6 1.6BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, TRACE COARSE SAND, MEDIUM DENSE, WET






OR: Organic

Boring ID: GT-200


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:10

12:30

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/--/SI/--29.0 31.0 SS WOH - 1 - 1 - 2 1.8GRAY CLAY, LITTLE SILT, SOFT, WET

34.0 36.0 ST N/A - - - 2.0SHELBY TUBE (ST-1)

CL/--/SI/--39.0 41.0 SS WOR - WOH/12 - - 1 2.0GRAY CLAY, LITTLE SILT

CL/--/SI/--44.0 46.0 SS WOH/24 - - - 2.0GRAY CLAY, LITTLE SILT (FEW SILT LAMINATIONS), VERY SOFT, WET

CL/--/SI/--49.0 51.0 SS WOR/24 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--54.0 56.0 SS WOR/24 - - - 2.0GRAY CLAY, LITTLE SILT (FEW SILT LAMINATIONS), VERY SOFT, WET

CL/--/SI/--59.0 61.0 SS WOR - WOH/18 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--64.0 66.0 SS WOR/24 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--69.0 71.0 SS WOH/18 - - - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--74.0 76.0 SS WOH/24 - - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET







OR: Organic

Boring ID: GT-201


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:00

9:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/SI/--/OR0.0 2.0 SS 3 - 3 - 2 - 2 1.0BROWN FINE SAND, SOME SILT, TRACE ORGANICS (PEAT), TRACE GRAY CLAY, MOIST, LOOSE

FS/--/SI/MS2.0 4.0 SS 3 - 3 - 3 - 4 1.4REDDISH-BROWN FINE SAND, LITTLE SILT, TRACE MEDIUM SAND, LOOSE, MOIST

FS/--/MS/--4.0 6.0 SS 5 - 4 - 2 - 3 1.5BROWN FINE SAND, LITTLE MEDIUM SAND, LITTLE SILT, LOOSE, WET

FS/--/SI/--6.0 8.0 SS 2 - 2 - 1 - 1 1.5BROWN FINE SAND, LITTLE SILT, LOOSE, WET

FS/--/MS/OR8.0 10.0 SS 2 - 2 - 5 - 7 1.6BROWN FINE SAND, LITTLE MEDIUM SAND, LITTLE SILT, TRACE ORGANICS (PEAT), LOOSE, WET

FS/MS/--/CS10.0 12.0 SS 2 - 3 - 5 - 7 1.7DARK BROWN FINE SAND, SOME MEDIUM SAND, TRACE COARSE SAND, TRACE SILT, LOOSE, WET

MS/FS/CS/GR12.0 14.0 SS 7 - 6 - 5 - 5 1.6DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE FINE GRAVEL, MEDIUM DENSE, WET

CL/SI/--/FS14.0 16.0 SS 1/2.0 - - - 1.9GRAY CLAY, SOME SILT, TRACE FINE SAND, VERY SOFT, WET

SI/CL/FS/MS16.0 18.0 SS WOH - 1 - 1 - 1 1.4GRAY SILT, SOME CLAY, LITTLE FINE SAND, TRACE MEDIUM SAND, SOFT, WET


CL/SI/GR/FS20.0 22.0 SS WOH/2.0 - - - 2.0GRAY CLAY, SOME SILT, LITTLE FINE GRAVEL (1'' LAYER AT 21.5'), TRACE FINE SAND, VERY SOFT, WET

CL/SI/--/FS22.0 24.0 SS WOH/2.0 - - - 2.0GRAY CLAY, SOME SILT, TRACE FINE SAND, VERY SOFT, WET

CL/--/SI/--24.0 26.0 SS WOR/1.5 - WOH - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-201


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:00

9:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION


CL/--/SI/--34.0 36.0 SS WOR/1.0 - WOH/1.0 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET





CL/--/SI/--59.0 61.0 SS WOH/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, FEW SILT & CLAY LAMINATIONS, VERY SOFT, WET



CL/--/SI/FS74.0 76.0 SS WOH/2.0 - - - 2.0GRAY CLAY, LITTLE SILT, TRACE BROWN FINE SAND LAMINATIONS, VERY SOFT, WET






OR: Organic

Boring ID: GT-202/MW-01D


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):







1

23

Drilling Company: ATLDriller's Name: JOSH PERRY

Geologist: MICHAEL R. ARLAUCKAS

Rig Type: CME-850


Client:0:00

0:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: MUD LINE (FT.) 115.18

DESCRIPTION

SI/--/--/OR0.0 2.0 SS 1 - 2 - 3 - 4 1.6DARK BROWN SILT AND VERY FINE SAND, TRACE ORGANICS (ROOTLETS)

CL/--/SI/--2.0 4.0 SS 3 - 4 - 5 - 4 1.7BROWN CLAY, LITTLE SILT, DRY

CL/--/SI/--4.0 6.0 SS 2 - 2 - 5 - 4 1.8BROWN CLAY, LITTLE SILT, TAN MOTTLING, VARVED, DRY



CL/--/SI/--10.0 12.0 SS WOH - 1 - 1 - 1 2.010-11.5':BROWN CLAY, LITTLE SILT, TAN MOTTLING, VARVED, DRY 11.5'-12':ORGANICS (BLACK PEAT), LITTLE ORGANICS (ROOTLETS/LEAF LITTER), MOIST

OR/--/--/--12.0 14.0 SS 2 - 2 - 2 - 3 1.812'-13': ORGANICS (BLACK PEAT), TRACE ORGANICS 13'-13.5': GRAY CLAY AND SILT 13.5'-14': ORGANICS (BLACK PEAT), TRACE ORGANICS

OR/--/--/--14.0 16.0 SS WOH - WOH - 1 - 1 2.0ORGANICS (DARK BROWN PEAT), LITTLE ORGANICS (WOOD CHIPS), TRACE ORGANICS, MOIST

OR/--/--/FS16.0 18.0 SS 1 - 2 - 2 - 2 1.916'-17': ORGANICS (DARK BROWN PEAT), LITTLE ORGANICS (WOOD CHIPS), TRACE VERY FINE TO FINE SAND AND ORGANICS, MOIST 17'-18': GRAY FINE SAND, LITTLE SILT, TRACE MEDIUM SAND, WET

SI/FS/GR/CL18.0 20.0 SS 1 - 2 - 4 - 2 1.1GRAY FINE SAND, SOME MEDIUM SAND, TRACE SUBANGULAR TO SUBROUNDED FINE GRAVEL, WET

FS/MS/--/GR20.0 22.0 SS 1 - 1 - 2 - 2 0.6GRAY FINE SAND, SOME MEDIUM SAND, TRACE SUBANGULAR TO SUBROUNDED FINE GRAVEL, WET

FS/MS/--/GR22.0 24.0 SS 1 - 1 - 2 - 1 1.522'-23': GRAY FINE SAND, SOME MEDIUM SAND, TRACE SUBANGULAR TO SUBROUNDED FINE GRAVEL, WET 23'-24': GRAY CLAY, TRACE SILT

CL/--/--/SI24.0 26.0 SS 1 - 1 - 2 - 1 2.0GRAY CLAY, TRACE SILT






OR: Organic

Boring ID: GT-202/MW-01D


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):







1

23

Drilling Company: ATLDriller's Name: JOSH PERRY

Geologist: MICHAEL R. ARLAUCKAS

Rig Type: CME-850


Client:0:00

0:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments: MUD LINE (FT.) 115.18

DESCRIPTION

CL/--/--/SI31.0 33.0 SS WHO/24 - - - 2.0GRAY CLAY, TRACE SILT

CL/--/--/SI38.0 40.0 SS WHO/24 - - - 2.0GRAY CLAY, TRACE SILT






OR: Organic

Boring ID: GT-203-MW-02D


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:11:25

8:50

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION




FS/--/MS/--6.0 8.0 SS 1 - 2 - 3 - 2 1.5BROWN FINE SAND, LITTLE MEDIUM SAND, LITTLE SILT, LOOSE, WET

MS/--/FS/CS8.0 10.0 SS 1 - 1 - 1 - 1 1.7BROWN MEDIUM SAND, LITTLE FINE SAND, TRACE COARSE SAND, TRACE SILT, LOOSE, WET

MS/--/FS/SI10.0 12.0 SS 2 - 3 - 3 - 4 1.8BROWN MEDIUM SAND, LITTLE FINE AND COARSE SAND NEAR 10.0, TRACE SILT, LOOSE, WET

MS/CS/FS/SI12.0 14.0 SS 1 - 2 - 3 - 3 1.3DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, TRACE SILT, LOOSE, WET

MS/FS/CS/--14.0 16.0 SS 2 - 3 - 4 - 5 1.6DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, LOOSE, WET

MS/FS/CS/GR16.0 18.0 SS 3 - 4 - 4 - 4 1.8DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, TRACE FINE GRAVEL, LOOSE, WET



MS/CS/SI/--22.0 24.0 SS 4 - 5 - 5 - 6 1.9DARK BROWN MEDIUM SAND, SOME COARSE AND FINE SAND, LITTLE SILT, MEDIUM DENSE, WET

MS/FS/CS/--24.0 26.0 SS 6 - 5 - 5 - 6 2.0DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, LITTLE SILT, MEDIUM DENSE, WET






OR: Organic



DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:11:25

8:50

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/SI/--/--29.0 31.0 SS 1 - 2 - 3 - 4 1.3BROWN FINE SAND, SOME SILT, LOOSE, WET

CL/GR/SI/--34.0 36.0 SS 1 - 1 - 1 - 1 1.0GRAY CLAY, SOME FINE GRAVEL (ZONE @ 34-34.3)', LITTLE SILT, SOFT, WET

CL/--/SI/--39.0 41.0 SS WOR - WOH/12 - - 1 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic



DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:5:40

1:50

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

SI/--/OR/--0.0 2.0 SS 2 - 3 - 4 - 6 1.3DARK BROWN SILT, LITTLE ORGANICS (PEAT), LITTLE FINE SAND, MEDIUM STIFF, MOIST

FS/--/SI/MS2.0 4.0 SS 5 - 6 - 8 - 8 1.5BROWN FINE SAND, LITTLE SILT, LITTLE ORGANICS (PEAT), TRACE MEDIUM SAND, MEDIUM DENSE, MOIST

FS/SI/OR/--4.0 6.0 SS 6 - 6 - 6 - 7 0.8DARK BROWN FINE SAND, SOME SILT, LITTLE ORGANICS (WOOD, PEAT), MEDIUM DENSE, MOIST

SI/--/FS/OR6.0 8.0 SS 6 - 5 - 2 - 1 1.3DARK BROWN SILT, LITTLE FINE SAND, TRACE ORGANICS (PEAT), MEDIUM STIFF, WET

FS/--/--/OR8.0 10.0 SS 2 - 2 - 1 - 1 1.6DARK BROWN FINE SAND AND SILT, TRACE ORGANICS, LOOSE, WET

CL/SI/--/FS10.0 12.0 SS WOH/24 - - - 1.6GRAY-BROWN CLAY, SOME SILT, TRACE FINE SAND, VERY SOFT, WET






CL/--/SI/--24.0 26.0 SS WOR/18 - - - WOH 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

26.0 28.0 ST N/A - - - 1.8SHELBY TUBE (ST-1) TAKEN 26-28'






OR: Organic



DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:5:40

1:50

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/--/SI/--28.0 30.0 SS WOH/24 - - - 2.0GRAY CLAY, LITTLE SILT (FEW BROWN SILT LAMINATIONS), VERY SOFT, WET

CL/--/SI/--35.0 35.7 SS 15 - 50/2 - - GRAY CLAY, LITTLE SILT. AT 35.5' GRADES TO BLACK FINE TO MEDIUM GRAVEL (SHALE-BEDROCK). REFUSAL AT 35.7'






OR: Organic

Boring ID: GT-205


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:11:00

8:20

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/MS/--0.0 2.0 SS 2 - 2 - 3 - 3 1.6BROWN FINE SAND, LITTLE MEDIUM SAND, LITTLE SILT, LOOSE, MOIST

MS/FS/CS/SI2.0 4.0 SS 3 - 3 - 4 - 4 1.6BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, LOOSE, MOIST

MS/CS/FS/--4.0 6.0 SS 3 - 4 - 2 - 4 1.5DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, LOOSE, WET

MS/CS/FS/--6.0 8.0 SS 3 - 3 - 2 - 2 2.0DARK BROWN MEDIUM SAND, SOME COARSE SAND, SOME FINE GRAVEL, LITTLE FINE SAND, LITTLE SILT, LOOSE, WET

MS/CS/FS/GR8.0 10.0 SS 2 - 2 - 3 - 3 1.7DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, TRACE FINE GRAVEL, LOOSE, WET

MS/--/CS/GR10.0 12.0 SS 3 - 4 - 4 - 5 1.6DARK BROWN MEDIUM SAND, LITTLE COARSE AND FINE SAND, LITTLE SILT, TRACE FINE GRAVEL, LOOSE, WET

FS/MS/SI/GR12.0 14.0 SS 4 - 5 - 4 - 5 2.0BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, TRACE FINE GRAVEL, TRACE COARSE SAND, LOOSE, WET

FS/MS/SI/CS14.0 16.0 SS 4 - 4 - 2 - 2 1.0BROWN FINE SAND, SOME MEDIUM SAND, LITTLE SILT, TRACE COARSE SAND, TRACE FINE GRAVEL, LOOSE, WET

CL/--/SI/--16.0 18.0 SS 2 - 2 - 3 - 4 1.0GRAY CLAY, LITTLE SILT, MEDIUM STIFF, WET


CL/--/--/SI20.0 22.0 SS 1/24 - - - 1.7GRAY CLAY, TRACE SILT, VERY SOFT, WET

CL/--/--/SI22.0 24.0 SS WOH - 1 - 1 - 1 1.7GRAY CLAY, TRACE SILT, SOFT, WET

CL/--/--/SI24.0 26.0 SS WOR - WOH/18 - - 1.8GRAY CLAY, TRACE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-205


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:11:00

8:20

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/--/--/SI29.0 31.0 SS WOH - 1 - 2 - 1 2.0GRAY CLAY, TRACE SILT, SOFT, WET

CL/--/--/SI34.0 36.0 SS 1 - 2 - 2 - 2 1.7GRAY CLAY, TRACE SILT, MEDIUM STIFF, WET

CL/--/--/SI39.0 41.0 SS 1 - 2 - 2 - 3 1.7GRAY CLAY, TRACE SILT, MEDIUM STIFF, WET






OR: Organic

Boring ID: GT-206


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:4:50

1:35

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/SI/OR0.0 2.0 SS 2 - 2 - 2 - 2 1.6BROWN FINE SAND, LITTLE SILT, TRACE ORGANICS (ROOTS), TRACE MEDIUM SAND, LOOSE, MOIST



MS/FS/--/SI6.0 8.0 SS 5 - 5 - 4 - 4 1.7BROWN MEDIUM SAND, SOME FINE SAND, TRACE SILT, LOOSE, MOIST

MS/CS/FS/--8.0 10.0 SS 2 - 2 - 3 - 3 1.7BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, LOOSE, WET

MS/CS/FS/--10.0 12.0 SS 1 - 1 - 2 - 2 1.3DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, LOOSE, WET

MS/FS/SI/--12.0 14.0 SS 3 - 4 - 4 - 3 1.5DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE SILT, LITTLE COARSE SAND, LOOSE, WET

MS/FS/CS/SI14.0 16.0 SS 4 - 5 - 6 - 6 1.5DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE COARSE SAND, TRACE SILT, MEDIUM DENSE, WET

MS/CS/FS/--16.0 18.0 SS 5 - 5 - 5 - 5 1.7DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, MEDIUM DENSE, WET

CL/--/--/FS18.0 20.0 SS 3 - 2 - 3 - 4 1.0SOME GRAY CLAY AND SILT, TRACE FINE SAND, MEDIUM STIFF, WET

CL/--/SI/--20.0 22.0 SS WOH/12 - - 1 - 1 1.3GRAY CLAY, LITTLE SILT, VERY SOFT, WET


CL/SI/--/--24.0 26.0 SS WOH - 1 - 2 - 2 1.8GRAY CLAY, SOME SILT (FEW SILT LAMINATIONS), SOFT, WET






OR: Organic

Boring ID: GT-206


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:4:50

1:35

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION


CL/--/SI/--34.0 36.0 SS WOR/12 - - WOH/12 - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/--/SI/--39.0 41.0 SS WOR - WOH/18 - - 2.0GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-207/MW-07


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:15

11:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

FS/--/SI/OR0.0 2.0 SS 2 - 3 - 2 - 3 1.7BROWN FINE SAND, LITTLE SILT, TRACE ORGANICS (PEAT), LOOSE, MOIST



MS/FS/--/SI6.0 8.0 SS 4 - 4 - 4 - 5 1.3DARK BROWN MEDIUM SAND, SOME FINE SAND, TRACE SILT, WET

MS/FS/SI/--8.0 10.0 SS 3 - 4 - 2 - 3 1.4DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE SILT



MS/FS/SI/CS14.0 16.0 SS 4 - 4 - 4 - 4DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE SILT, TRACE COARSE SAND, LOOSE, WET

MS/FS/SI/CS16.0 18.0 SS 4 - 4 - 4 - 5 2.0DARK BROWN MEDIUM SAND, SOME FINE SAND, LITTLE SILT, TRACE COARSE SAND

CL/SI/--/FS18.0 20.0 SS 2 - 1 - 1 - 1 1.6GRAY CLAY, SOME SILT, TRACE FINE SAND, SOFT, WET

CL/SI/--/--20.0 22.0 SS WOH/18 - - - 1 1.0GRAY CLAY, SOME SILT, VERY SOFT, WET


24.0 26.0 ST N/A - - - 2.0SHELBY TUBE ST-1 TAKEN FROM 24.0-26.0'






OR: Organic

Boring ID: GT-207/MW-07


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:3:15

11:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

CL/--/--/SI29.0 31.0 SS WOH - WOH - WOH - WOH

2.0GRAY CLAY, TRACE SILT, SOFT, WET


2.0GRAY CLAY,TRACE SILT, SOFT


2.0GRAY CLAY, TRACE SILT, SOFT






OR: Organic

Boring ID: GT-208


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):



Northing (ft):

Easting (ft):



1

23



Rig Type: CME 75


Client:10:00

3:00

ELEVATIO

N

OF SA

MPLE

(ft)

from to

Remolded (lbs)

Comments:

DESCRIPTION

GR/MS/--/FS0.0 2.0 SS 5 - 5 - 5 - 6 1.4BLACK FINE TO MEDIUM GRAVEL, SOME MEDIUM AND COARSE SAND, TRACE FINE SAND, TRACE SILT, MEDIUM DENSE, MOIST

GR/MS/FS/SI2.0 4.0 SS 7 - 7 - 3 - 2 0.9BLACK FINE TO MEDIUM GRAVEL, SOME MEDIUM AND COARSE SAND, LITTLE FINE SAND, TRACE SILT, MEDIUM DENSE, MOIST

SI/CL/FS/--4.0 6.0 SS 4 - 3 - 2 - 1 2.0GRAY SILT, SOME CLAY, LITTLE FINE SAND, MEDIUM STIFF, WET

SI/CL/FS/--6.0 8.0 SS 2 - 4 - 2 - 2 2.0GRAY SILT, SOME CLAY, LITTLE FINE AND MEDIUM SAND, MEDIUM STIFF, WET

SI/CL/CS/--8.0 10.0 SS 3 - 3 - 3 - 3 0.7GRAY SILT, SOME CLAY, LITTLE COARSE TO FINE SAND, MEDIUM STIFF, WET

SI/MS/CL/GR10.0 12.0 SS 1 - 1 - 2 - 3 1.7GRAY-BLACK SILT, SOME MEDIUM AND FINE SAND, LITTLE CLAY, TRACE FINE GRAVEL, SOFT, WET

MS/CS/FS/--12.0 14.0 SS 6 - 7 - 5 - 6 1.0DARK BROWN MEDIUM SAND, SOME COARSE SAND, LITTLE FINE SAND, LITTLE SILT, MEDIUM DENSE, WET

CL/SI/FS/--14.0 16.0 SS 4 - 3 - 3 - 2 1.5GRAY CLAY, SOME SILT, LITTLE FINE AND MEDIUM SAND

CL/SI/--/FS16.0 18.0 SS WOH - 2 - 4 - 7 1.8GRAY CLAY, SOME SILT, TRACE FINE SAND, MEDIUM STIFF, WET

CL/SI/--/FS18.0 20.0 SS WOH/18 - - - 2 0.4GRAY CLAY, SOME SILT, TRACE FINE SAND, TRACE FINE GRAVEL, VERY SOFT, WET

CL/--/SI/--20.0 22.0 SS WOH/18 - - - 1 0.7GRAY CLAY, LITTLE SILT, VERY SOFT, WET

CL/SI/--/--22.0 24.0 SS WOR/18 - - - WOH 1.3GRAY CLAY, SOME SILT (FEW BROWN SILT LAMINATIONS), VERY SOFT, WET

CL/--/SI/--24.0 26.0 SS WOR/12 - - WOH/12 - 1.8GRAY CLAY, LITTLE SILT, VERY SOFT, WET






OR: Organic

Boring ID: GT-208


DEPTH

OF

SAM

PLE(ft)

from to

SAM

PLE TYPE*




CLA

SSIFICA

TION

OF M

ATER

IAL**

REC

OVER

Y (ft)

Water Depth (ft):

Mud Line (ft):


Documents

Attachment C Geotech DSR - Title Page Phase I FDR...Water Elevation (ft): 127.2 Vane Shear Strength Depth (ft) Peak (lbs) 1 2 3 Drilling Company: ATL Driller's Name: TOM FARRELL Geologist: