boring log: #1 boring log sheet 1 of 3 project #:...

50/6

32

20

50/6

5

10

15

20

CL

5.5

10.75

15.67

20.5

0.3

1.3

1.3

2.1

CL: SANDY CLAY with silt, brown, hardfine sand, low to medium plasicity index(PI), slightly moist

SC: CLAYEY SAND with silt, traceangular gravels, brown, low PI, verydense, mostly fine, with coarse sand,slightly moist

decrease in gravel

6

9

8

3

50/3

50/4

SP

SP

SP

SP

5-1

10-1

15-1

20-1

X

X

X

X

PROJECT: Miracle MileLOCATION: Tucson, ArizonaCLIENT: ADEQ

FRO

M

12/18

Ring Sample

RIG TYPE: BK 81DRILLING METHOD: Hollow Stem AugerHAMMER TYPE: Safety Hammer

Time

Split SpoonCasing

BORING LOG: #1

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

Date

97.5

R

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)

REF. ALIGNMENT:STATION: See Figure 2OFFSET:

SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)

TIME: 0815TIME: 0715

START DATE: 5/18/2002FINISH DATE: 5/19/2002

REC. (%)

GROUNDWATER DATA

SURFACE ELEV.:DATUM: Ground Surface

GR

APH

IC

TYPE REC.

(in.)

CONTRACTOR: Yellow JacketDRILLER: MarkINSPECTOR:

Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Asphaltic concrete parking lot

REC.(in.)

LOCATION: Friedman RecyclingCOORDINATES. N: E:

1.375"2"

18"Hammer WT.

DEPTH (FT)

C

VISUAL MATERIAL CLASSIFICATION AND REMARKS

MO

ISTU

RE,

%

U

PROJECT #: Soil Borings and Sampling

S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

2540

SC

40.67 9.8

Cobble layer

Interbedded gravels to 73'

850/3SP 40-1 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)

N VISUAL MATERIAL CLASSIFICATION AND REMARKS


PROJECT #: Soil Borings and SamplingSHEET 2 of 3BORING LOG

REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #1

SAMPLE SOIL (Blows/6 in.)

SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

50/3

50/6

66

80

97

CL

SC

66.5

80.25

97.5

19.8

20.5

2.1

CL: SANDY CLAY, brown, very moist

SC: CLAYEY SAND with gravel, trace silt,brown, very dense, moist, interbeddedgravels and cobbles

Stopped sampler @ 97.5'

4

3

3

SP

SP

SP

60-1

80-1

97-1

X

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #1


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

30

50/6

50/6

50/6

5

10

15

20

CL5.9

10.5

15.5

20.5

1.1

1.1

1.3

3.1

CL: CLAY, few fine sands to trace, brown,med PI, stiff to hard, slightly moist

SC-SM: CLAYEY-SILTY SAND, brown tolight brown, very low PI to none, fine, verydense sand-silt, slightly moist

9

3

6

6

50/5SP

SP

SP

SP

5-2

10-2

15-2

20-2

X

X

X

X


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #2

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R


REC.(in.)

LOCATION: Friedman RecyclingCOORDINATES. N: E:

1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

50/6

40

60

SC-SM

40.5

60.5 25.3

Interbedded CL, SM, SC, and SP-SM

gravel layer @ 47'

SP: SAND with gravels, trace silt, brown,very dense, interbedded rounded tosubrounded gravels and cobbles, slightlymoist

6

SP

SP

40-2

60-2

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #2


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/580

SP

SC

80.4 32.6

SC: CLAYEY SAND, few gravels, brown,medium PI, very dense, moist

Soil is somewhat cool @ 80'Stopped sampler @ 80.5'5SP 80-2 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #2


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

6

50/4

14

28

5

10

15

20

33

CL

SC

6.5

10.3

16

21

1.6

1.3

5.4

CL: SANDY CLAY, few silts, mottled darkbrown, light brown, stiff, low to medium PI,moist

SC: CLAYEY SAND, trace silts, brown,very dense, low PI, fine grain sand, moist

SC-SM: SILTY CLAY, brown, very dense,low PI, fine to medium sand, moist

18

3

10

12

12

50/6

50/6

SP

SP

SP

SP

5-3

10-3

15-3

20-3

X

X

X

X

21


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #3

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R


REC.(in.)

LOCATION: Public StorageCOORDINATES. N: E:

1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

10

28

40

62.5

12

SC-SM

SP

41.5

63.5

11.6

8

SP: GRAVELLY SAND, trace silt, brown,fine, subrounded gravels and mostlycoarse sands, moist

gravel layer @ 42'

gravel layer @ 44'

SC: CLAYEY SAND, trace gravels, dense,low PI, slightly moist

8

12

6

50/6

SP

SP

40-3

62.5-3

X

X

6

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #3


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

2580

SC

80.9 2.3

becomes very moist at 75'

stopped sampler @ 81'1150/5SP 80-3 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #3


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

8

24

25

15

5

10

15

20

22

40

CL

SC-SM

6.5

11.5

16

21

0.8

1.5

1.5

3.5

CL: SANDY CLAY, trace silt, dark brown,low PI, stiff, slighty moist

increase in PI, cementation

SC-SM: CLAYEY-SILTY SAND, brown,low PI, medium dense to dense fine sand,slightly moist

SM: SILTY SAND, brown, dense finesand, slightly moist

11

18

12

10

28

50/6

50/6

SP

SP

SP

SP

5-4

10-4

15-4

20-4

X

X

X

X

12

12


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #4

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Asphalt, aggregate base cover

REC.(in.)

LOCATION: Public StorageCOORDINATES. N: E:

1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

50/3

40

60

SM

SP

40.5

60.3

7.1

gravel layer

SP: GRAVELLY SAND, trace silt, brown,medium to coarse sand, very moist to wet

interbedded rounded gravels, subangularto subrounded

increase in gravels, trace cobbles

SC: CLAYEY SAND with gravel, brown,slightly moist, very dense fine to mostlycoarse sand

3

SP

SP

40-4

60-4

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #4


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

26

50/6

80

97

SC

81

97.5

4.3

interbedded gravels and cobbles,subangular to subrounded

decrease in gravels


12

6

50/6SP

SP

80-4

97-4

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #4


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

50/6

50/5

20

10

15

20

CL

SM

CL

10.5

15.4

21

1.2

0.7

1.0

CL: SANDY CLAY with silt, brown, stiff,medium PI, slightly moist

SM: SILTY SAND, trace clays, brown,dense, fine grain sand, slightly moist

CL: CLAY, trace sand, mottled brown, tanand white, very stiff, 1/2" nodules of weakto strong cementation, slightly moist

SP: SAND, trace to little silt, trace finegravel, angular to subangular, medium tocoarse sand, dense, slightly moist

6

6

5

1250/6

SP

SP

SP

SP

5-5

10-5

15-5

20-5

X

X

X

X


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #5

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Soil and aggregate base cover

REC.(in.)

LOCATION: Fairfax Investments, LLCCOORDINATES. N: E:

1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

20

41.5

60

SP

42

60.9

4.3

5.0

interbedded gravels from 37' to 60'

cobbles and gravels @ 42'

SC: Clayey sand, trace gravel, brown,medium PI, medium to coarse sand

50/6

SP

SP

41.5-5

60-5

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #5


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/380

SC

80.3 4.9

interbedded fine to medium sands

Stopped sampler at 80.3'SP 80-5 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #5


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

20

50/6

26

24

5

10

15

20 45

SC

CL

6

10.5

16

21.5

0.4

0.4

1.3

4.2

SC: CLAYEY SAND, trace gravels andsilts, brown, medium dense, low PI, fine tocoarse, angular to subangular sand,slightly moist

CL: SANDY CLAY, mottled brown andtan, stiff, medium PI, slightly moist

thin veins and 1/4" nodules of cementation

SP: SAND, trace to few gravels, trace silt,brown, slightly moist

850/6

50/5

25

SP

SP

SP

SP

5-6

10-6

15-6

20-6

X

X

X

X20


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #6

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Soil

REC.(in.)


1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

20

20

43

60

SP

SP

43.8

61

8.3

3.6

gravel layer @ 40'

SP: GRAVELLY SAND, brown,subangular to subrounded sand andsubrounded gravel, slightly moistinterbedded gravels to 50'

interbedded gravels 55' to 60'

SC-CL: CLAYEY SAND with silt, brown,low to medium PI, very dense,mostly fine,some medium sand, moist

12

28.3

50/6

SP

SP

43-6

60-6

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #6


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/4

50/6

80

97

SC-CL80.3

97.5

2.6 becomes decomposed granitic material,medium to large (3/4") grain, very dense,very moist


SP

SP

80-6

97-6

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #6


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

30

20

15

24

5

10

15

20

47

65

49

SC

CL

6

11.5

16.5

21.5

0.8

2.2

1.9

3.5

SC: CLAYEY SAND with silt, brown,medium dense to dense, low PI, slightlymoist

CL: SANDY-SILTY CLAY, brown, stiff,medium PI, slightly moist

increase in sand & silt

SP: SAND, trace gravel and silt, brown,fine to coarse well graded sand,interbedded gravels, slightly moist

10

14

12

15

50/6

17

25

24

SP

SP

SP

SP

5-7

10-7

15-7

20-7

X

X

X

X

30

40

25


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #7

Hammer Fall

TO

RUN (in.)

ROCK CORING

70.15

USC

S

Date

70.95

R

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Chip seal

REC.(in.)


1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

5/17/2002

U


S

1518

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/5

20

40

60

SP 40.4

61.3

22.2

3.2

interbedded angular to subangular gravels

increase in fines

interbedded large rounded gravels, mostlycoarse sands

cobble layer, angular to subrounded

CL: SANDY CLAY with silt, brown, finesand, medium PI, moist

34

SP

SP

40-7

60-7

X

X50/3

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #7


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

CL

decrease in sands

Stopped auger at 72.5', tagged at 70.95'

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #7


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

7

25

15

36

5

10

15

20

20

55

63

SC

SM

CL

SM

6.5

10.8

16.5

21.5

1.3

0.9

1.2

3.4

SC: CLAYEY SAND with silt, brown,medium dense, low PI, trace weakcementation, slightly moist

SM: SILTY SAND, brown, medium dense,mostly fine, some medium grain, slightlymoist

CL: SANDY CLAY, brown, mottled tan,trace weak cementation, slightly moist

SM: SILTY SAND, brown, mostly finegrain, medium dense to dense, slightlymoist

SC: CLAYEY SAND, trace silt, brown, lowPI, becomes medium to coarse grainsand, slightly moist

4

9

12

12

8

50/3

25

23

SP

SP

SP

SP

5-8

5-10

15-8

20-8

X

X

X

X

12

30

40

5/16/2002


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #8

Hammer Fall

TO

RUN (in.)

ROCK CORING

68.5

69.1

USC

S

Date

78.2

R

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

1735

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R


REC.(in.)


1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

5/16/2002

U


S

1647

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

4540

SC

SP

40.8 8.2

SP: SAND with gravel, trace silt, brown,mostly coarse grain subrounded torounded sand, slightly moistgravel layer @ 33'

interbedded gravels and cobbles

gravels & cobbles @ 52'

1050/4SP 40-8 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #8


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

30

50/6

65

77.7

SC

65.7

78.2

19.8 SC: Clayey sand, light brown, very dense,moist

Stopped sample @ 78.2'

8

6

50/2SP

SP

65-8

80-8

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #8


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

5

19

17

20

5

10

15

20

15

41

50

SM

CL

SC

6.5

10.8

16.5

21.5

1.3

1.1

1.7

1.3

SM: SILTY SAND, trace gravels, brown,medium dense, fine to medium sand,slightly moist

CL: SANDY CLAY, trace gravels, mottledveins of tan in brown matrix, loose,medium PI, slightly moist

SC: CLAYEY SAND, trace gravels,mottled brown to tan, low to medium PI,thin veins cementation, slightly moist

SP: GRAVELLY SAND, trace silt, brown,medium dense, medium to coarse sand,subangular to subrounded gravels, slightlymoist

18

10

3

18

7

50/4

24

30

SP

SP

SP

SP

5-9

10-9

15-9

20-9

X

X

X

X

8

17

20


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #9

Hammer Fall

TO

RUN (in.)

ROCK CORING

USC

S

DateR

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R


REC.(in.)


1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

U


S

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/5

6

40

60 8

SP 40.4

61.5

3.4

5.7

interbedded gravels 33' to 40'

fine to coarse sand

gravel and possible cobble layer @ 53'

SC: CLAYEY SAND, brown, loose, low PI,moist to very moist

3

184

SP

SP

40-9

60-9

X

X4

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #9


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

29

SC

CL

CL: Possible SANDY CLAY, brown,medium PI, hard, moist

Sampler refusal @ 80.1'

25S 50/5

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #9


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

50/6

26

10

8

5

15

20

61

54

44

SC

CL

5.5

16.5

21.5

SC: CLAYEY SAND, trace gravel, silts,brown, medium dense, low PI, subangularfine to coarse sand, mottled thin veinscementation, slightly moist

CL: SANDY CLAY, brown, very dense,slightly moist

SM: SILTY SAND with clay, brown,medium dense, angular to subangularsand, slightly moist

6

18

18

12

31

24

14

SP

SP

SP

SP

5-10

10-10

15-10

20-10

X

X

X

X

30

30

30


FRO

M

12/18

Ring Sample


Time

Split SpoonCasing

BORING LOG: #10

Hammer Fall

TO

RUN (in.)

ROCK CORING

81.2

USC

S

Date

81.4

R

DEP

TH B

ELO

WSU

RFA

CE

(FT)

Simulprobe

SP WaterDepth (ft.)

HoleDepth (ft)

I.D.

6/12

Type/Symbol

Length

SYM

BOL

RQD (%)


SAMPLE

0/6

BORING LOG

L>4"(in.)

I.D. (O.D.)



REC. (%)

GROUNDWATER DATA


GR

APH

IC

TYPE REC.

(in.)


Core Barrel

SHEET 1 of 3

N

CasingDepth (ft)

O.D.

SAM

PLES

SEN

T TO

LAB

SOIL (Blows/6 in.)

Shelby Tube

NU

MBE

R

COMMENTS: Surface Condition: Grass lawn

REC.(in.)


1.375"2"

18"Hammer WT.

DEPTH (FT)

C


MO

ISTU

RE,

%

5/14/2002

U


S

1700

Drill Rod Size

PID

(ppm

)

5

10

15

20

25RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

14

50/5

40

60

SM

SP

41

60.4

SP: WELL GRADED SAND, brown, tracesilt and gravels, brown, dense to verydense, angular to subrounded, slightlymoist

interbedded rounded gravels 44' to 58'

SC-SP: CLAYEY SAND with gravel, tracesilt, brown, trace silt and gravels, brown,very dense, subangular to rounded sand,moist, occasional gravels beyond 60'

12

4

50/6SP

SP

40-10

60-10

X

X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #10


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

30

35

40

45

50

55

60

65RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

1280

SP-SC

81

interbedded SP & SC

Stopped sampler at 81.4'

850/6SP 80-10 X

0/6DEPTH (FT)

DEP

TH B

ELO

WSU

RFA

CE

(FT)

USC

S

GR

APH

IC

TYPE

NU

MBE

R

SYM

BOL

FRO

M

TO MO

ISTU

RE,

%

ROCK CORING

6/12

L>4"(in.)

REC. (in.)

RUN (in.)




REC. (%)

RQD (%)

REC. (in.)12/18


BORING LOG: #10


SAM

PLES

SEN

T TO

LAB

PID

(ppm

)

70

75

80

85

90

95

100

105RAN

DY

FOR

PET

RO

UTS

ON

P:\M

IRAC

LE M

ILE\

SOIL

BO

RIN

GS-

VER

TIC

AL P

RO

FILI

NG

\BO

RIN

G L

OG

S\SO

IL B

OR

INS.

GPJ

TEM

PLAT

1.G

DT

12/

19/0

2

boring log: #1 boring log sheet 1 of 3 project #:...

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