43
APPENDIX C TEST PIT LOGS

APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

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Page 1: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

APPENDIX C

TEST PIT LOGS

Page 2: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-31-A from 0'-2' @ 15:23

Collect sample LSB-31-B from 2'-4' @ 14:46

Perched water observed @ 2-3'

3'' ASPHALT

Brown-gray m-c SAND, sm. f-gravel, tr. c-gravel, tr. fill (brick)(dry)

Grey m-c SAND, sm. f-c gravel, tr. fill (slag)(moist)

Grey-red CLAY, sm. f-gravel, tr. silt,(moist)

End of Test Pit @ 10'

+573.8

+570.1

+564.1

S-1

(M

S/M

SD

)S

-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.1

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LSB-31

--

Approx. el. 574.11

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

19 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 3: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-33-A from 0'-2' @ 17:00

Collect sample LSB-33-B from 4'-6' @ 16:36

6'' TOPSOIL, Brown f-c SAND

Brown f-c SAND, sm. f-c gravel, tr. c-gravel, tr. fill (bricks), tr.organic material, tr. silt(dry)

Gray m-c SAND, sm. f-c gravel, tr. organic material(dry)

Black CLAY, sm. silt(dry)Grey-red CLAY, tr. silt, tr. f-gravel(dry)

End of Test Pit @ 10'

+574.8

+571.3

+565.3

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.3

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LSB-33

N/A

Approx. el. 575.3

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

19 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 4: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Soft dig from 0'-X'

Collect sample LSB-37-A from 5'-7' @ 09:55

Collect sample LSB-37-B from 8'-10' @10:10

TOPSOIL

Brown f-c SAND, tr. organics (roots)(dry)

Dark brown f-c SAND, sm. fill (bricks, concrete, plastic,metal, wood), tr. organics (roots), tr. silt(moist)

Gray f-m SAND, tr. clay(moist)

Reddish brown CLAY, tr. f-sand(moist)

End of Test Pit @ 10'

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/28/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LSB-37

N/A

Approx. el.

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

20 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0.9

0

Page 5: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-38-A from 0'-2' @ 13:00

Collect sample LSB-38-B from 2'-4' @ 13:10

Perched water observed @ 4'

Slight sheen observed @ 5', White foammaterial observed @ 5'

TOPSOIL

Brown c-f SAND, tr. clay, tr. organics (roots)(dry)

Dark brown-black c-f SAND, sm. fill (brick, concrete slab,wood)(wet)

Gray f-m SAND(wet)

End of Test Pit @ 8'

+573.9

+566.2

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.2

DESCRIPTION

DEPTH

5 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/28/2013

Alison Corriveau

8 ft

ofLOG OF TEST PIT LSB-38

--

Approx. el. 574.16

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

21 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

Page 6: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-39-A from 3'-5' @ 8:20

Collect sample LSB-39-B from 6'-8' @ 8:30

TOPSOIL

Brown f-c SAND, tr. f-gravel, sm. fill (brick, wood, metal, rebar)

Reddish-brown CLAY, sm. fill

Dark brown-black organic FILL

Gray f-m SAND(moist)

Reddish-brown CLAY(dense)

End of Test Pit @ 10'

+574.7

+571.2

+568.2

+565.2

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.2

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/3/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LSB-39

N/A

Approx. el. 575.18

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

22 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 7: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-44-A from 1'-3' @ 9:30

Collect sample LSB-44-B from 5'-7' @ 9:40

Perched GW @ 8'

TOPSOIL

Brown f-c SAND, sm. fill (rocks, conc), tr. f-gravel

Grayish-brown CLAY, sm. silt

Dark brown-black organic FILL

Gray SILTY CLAY, sm. f-m sand(moist)

Reddish-brown CLAY

End of Test Pit @ 8'

+573.5

+570.0

+567.5

+566.5

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.5

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/3/2013

Alison Corriveau

8 ft

ofLOG OF TEST PIT LSB-44

N/A

Approx. el. 574.45

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

23 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 8: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-45-A from 1.1'-3.3' @18:45

Collect sample LSB-45-B from 3.3'-4.3' @18:30

TOPSOIL

FILL (construction debris, bricks), Gray-reddish brown f-cSAND, sm. silt, sm. f-c gravel

Red TILL, sm. m-c sand, sm. f-c gravel, tr. silt

Black CLAY, sm. silt, tr. f-sand

Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel

End of Test Pit @ 8.8'

+575.2

+574.0

+572.2

+566.7

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.5

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/2/2013

Hannah Griesbach

8.8 ft

ofLOG OF TEST PIT LSB-45

N/A

Approx. el. 575.49

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

24 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 9: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

Collect sample LSB-50-A from 2'-4' @ 18:24

Collect sample LSB-50-B from 5'-7' @ 17:57

TOPSOIL

Brown-black c-f SAND, sm. fill (slag, bricks) sm. f-c gravel(dry)

Brown-black m-c SAND(dry)

Gray-red CLAY, sm. silt, sm. f-sand, tr. f-gravel(moist)

Gray-red CLAY, sm. silt, sm. f-sand, tr. f-gravel(wet)

End of Test Pit @ 10'

+574.4

+571.7

+564.7

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.7

DESCRIPTION

DEPTH

8 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/1/2013

Hanna Griesbach

10 ft

ofLOG OF TEST PIT LSB-50

N/A

Approx. el. 574.65

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

25 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 10: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-51-A from 0.5'-1.5' @13:55

Collect sample LSB-51-B from 1.5'-3' @14:20

TOPSOIL, Brown f-c SAND(dry)

Brown f-c SAND, sm. fill (concrete, slag, asphalt)(dry)

Brown f-c SAND, sm. fill (rocks, wood, slag) tr. silt,(dry)

Reddish-brown CLAY, tr. silt, tr. f-sand(dry)

Dark brown-black CLAY, tr. silt, tr. f-sand(dry)

Grayish-reddish-brown, CLAY, tr. silt(wet)

End of Test Pit @ 8'

+574.8

+571.8

+567.3

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.3

DESCRIPTION

DEPTH

7 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/1/2013

Alison Corriveau

8 ft

ofLOG OF TEST PIT LSB-51

N/A

Approx. el. 575.28

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

25 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 11: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-52-A from 0'-2' @ 13:40

Collect sample LSB-52-B from 2'-4' @ 13:28

TOPSOIL

Brown-black f-c SAND, sm. fill (bricks), sm. silt, sm. f-c gravel,tr. organic material(dry)

Reddish-brown CLAY, sm. f-c sand, sm. f-gravel, sm. fill(construction debris)(dry)

Gray-black CLAY, sm. silt, tr. f-gravel, tr. f-sand(wet)

End of Test Pit @ 4'

+574.4

+572.2

+570.7

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.7

DESCRIPTION

DEPTH

4 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/1/2013

Hanna Griesbach

4 ft

ofLOG OF TEST PIT LSB-52

N/A

Approx. el. 574.71

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

26 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 12: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

Collect sample LSB-53-A from 0.5'-1' @12:15

Perched water observed @ 2'

5'' ASPHALT

c-f GRAVEL

Brown f-c SAND(dry)Gray f-m GRAVEL, tr. f-m sand(wet)

End of Test Pit @ 2'

+574.4

+572.9

S-1

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.9

DESCRIPTION

DEPTH

2 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/29/2013

Hannah Griesbach

2 ft

ofLOG OF TEST PIT LSB-53

1 ft

Approx. el. 574.9

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

27 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 13: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-54-A from 0'-2' @ 15:18

Collect sample LSB-54-B from 2'-4' @ 15:00

TOPSOIL

Brown f-c SAND, sm. silt, sm. f-c gravel, sm. fill (constructiondebris)(dry)

Black CLAY, tr. silt, tr. f-m gravel(dry)

Grey-red CLAY, tr. silt, tr. f-gravel(dry)

Grey-red CLAY, tr. silt, tr. f-gravel(wet)

End of Test Pit @ 10'

+574.6

+570.9

+564.9

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.9

DESCRIPTION

DEPTH

8 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/28/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LSB-54

--

Approx. el. 574.85

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

27 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 14: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-55-A from 0'-2' @ 15:39

Collect sample LSB-55-B from 2'-4' @ 15:15

Perched water observed @6'

6'' TOPSOIL, Brown f-c SAND, sm. f-c gravel, tr. organics(roots)

Brown-gray f-c SAND, sm. f-c gravel, sm. fill (constructiondebris)(dry)Brown-black silty SAND, m-c sand, sm. fill (green-yellow slag,construction debris), tr. f-gravel(wet)

Brown-gray SILT, sm. m-c sand, tr. f-gravel(moist)

End of Test Pit @ 6'

+573.9

+570.4

+568.4S

-1S

-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.4

DESCRIPTION

DEPTH

6 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/29/2013

Hannah Griesbach

6 ft

ofLOG OF TEST PIT LSB-55

--

Approx. el. 574.41

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

28 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 15: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample @ 0'-2'

Collect sample @ 3'-5'

TOPSOIL

FILL material, brown f-c sand, sm. silt, sm. f-c gravel, bricks @2', tar like material gravel 1'-3' in length

Red TILL m-c sand, sm. silt, sm. f-c gravel

Black SILT f-m sand, tr. f-gravel

Gray to red CLAY, sm. silt, sm. f-sand, tr. f-gravel

End of Test Pit @ 9'

+575.1

+570.6

+566.6

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.6

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/3/2013

Hannah Griesbach

9 ft

ofLOG OF TEST PIT LSB-56

N/A

Approx. el. 575.61

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

29 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 16: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample @ 0'-2'

Collect sample @ 2'-4'

TOPSOIL

[FILL] Brown f-c sand, sm. silt, sm. f-c gravel, constructiondebris, bricks, concrete blocks, gravel 1'-2' in diameter (2-5 ftbg), scrap pipe

Large 9" thick CONCRETE, wood, strong odor

CONCRETE block (16" thick, 32" x 32"), perched water, end offill

Gray CLAY, sm. silt, sm. f-gravel, sm. f-sandEnd of Test Pit @ 6'

End of Boring @ 6'

+574.7

+571.2

+569.7

+569.2S

-1S

-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.2

DESCRIPTION

DEPTH

5 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/3/2013

Hannah Griesbach

6 ft

ofLOG OF TEST PIT LSB-58

N/A

Approx. el. 575.15

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

30 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 17: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-59-A from 0'-2' @ 11:40

Collect sample LSB-59-B from 2'-4' @ 11:50

TOPSOIL

Brown f-c SAND, sm. fill (boulders, conc. slab)

Dark brown-black organic FILL, trees, roots

Gray m-f SAND, sm. silt

End of Test Pit @ 7'

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

DESCRIPTION

DEPTH

5 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/3/2013

Alison Corriveau

7 ft

ofLOG OF TEST PIT LSB-59

N/A

Approx. el.

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

31 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 18: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-60-A from 1'-3' @ 10:40

Collect sample LSB-60-B from 8'-10' @11:25

5'' TOPSOIL, Brown SAND

Reddish brown CLAY, tr. f-sand{dense} (dry)

Light brown f-m SAND, tr. silt(dry)Brown organic FILL (roots and branches)(dry)

Gray-reddish brown CLAY, sm. f-m sand, sm. silt{dense} (moist)

Reddish brown CLAY, tr. c-f sand{dense} (moist)

End of Boring @ 10'

+574.6

+571.1

+565.1

S-1

S-2

(F

D)

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.1

DESCRIPTION

DEPTH

7.5 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/30/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LSB-60

--

Approx. el. 575.05

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

32 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

Page 19: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

Collect sample LSB-62-A from 0'-2' @ 16:00

No sample hit service water line @ 4'

TOPSOIL

Brown-gray f-c SAND, sm. fill, sm. f-c gravel, tr. silt, tr.intrusion of red clay(dry)Brown-black silty m-c SAND, sm. fill. sm. f-c gravel, tr. organicmaterial, tr. clay(dry)

End of Test Pit @ 4'

+574.6

+570.9

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.9

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/30/2013

Hanna Griesbach

4 ft

ofLOG OF TEST PIT LSB-62

N/A

Approx. el. 574.9

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

33 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 20: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LSB-63-A from 3'-5' @ 08:56

Collect sample LSB-63-B from 5'-7' @ 09:05

ASPHALT

Brown f-c SAND, tr. f-c gravel, tr. organics, tr. f-cobbles(dry)

Dark brown f-c SAND, tr. fill (bricks, concrete)(dry)

Gray f-m SAND, tr. organics (roots), tr. fill (brick, concrete)(dry)

Dark brown-black f-c SAND, sm. silt, tr. roots(dry)

Gray SILTY CLAY, sm. f-m sand(moist)

Gray SILTY CLAY, sm. f-m sand(wet)

Reddish brown CLAY, tr. silt(wet)

End of Test Pit @ 10'

+574.7

+574.0

+570.0

+566.5

+565.0

S-1

S-2

(M

S/M

SD

)

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.0

DESCRIPTION

DEPTH

6.5 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/30/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LSB-63

--

Approx. el. 575.03

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

33 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 21: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-4-A from 1'-3' @ 10:45

Collect sample LTP-4-B from 8'-10' @ 10:53

4'' TOPSOIL

Brown, f-c SAND, tr. organics (roots)(dry)

Dark brown-black, f-c SAND, tr. silt, tr. organics(dry)

Brown-orange-gray f-SAND, sm. clay(moist)

Brown-orange-gray f-SAND, sm. clay(moist)

End of Test Pit @ 10'

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LTP-04

10 ft

Approx. el.

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

34 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

Page 22: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-5-A from 1'-2' @ 10:40

Collect sample LTP-5-B from 8'-10' @ 10:30

3'' ASPHALT

Gray-brown FILL, m-c sand, tr. large gravel(dry)

Black SAND, sm. silt, tr. f-gravel(dry)

Gray-brown CLAY, tr. f-gravel(dry)

Gray-brown CLAY, tr. f-gravel(dry)

End of Test Pit @ 10'

+573.5

+571.8

+563.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.8

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-05

--

Approx. el. 573.75

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

36 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 23: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-6-A from 1'-2.5' @ 15:05

Collect sample LTP-6-B from 8'-10' @ 14:55

3'' ASPHALT

Gray m-c FILL, sm. f-gravel, tr. large gravel, tr. fill (constructiondebris)(dry)

Black CLAY, tr. silt, tr. organic material(dry)

Gray-brown CLAY, sm. f-gravel, tr. f-sand(dry)

Gray-brown CLAY, sm. f-gravel, tr. f-sand(dry)

End of Test Pit @ 10'

+573.5

+572.8

+571.3

+563.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.8

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-06

--

Approx. el. 573.79

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

36 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 24: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-7-A from 1'-3' @ 14:50

Collect sample LTP-7-B from 2'-4' @ 15:00

TOPSOIL

Brown f-c SAND, tr. silt, tr. organics (roots)

(dry)

Gray-brown f-SAND, sm. clay

(dry)

Dark brown-black f-c SAND, sm. fill (wood), tr. organics

(roots)

Grayish-brown silty CLAY, tr. f-sand

(moist)

Reddish-brown CLAY, tr. silt, tr. f-sand

(moist)

End of Test Pit @ 11'

+572.9

+570.4

+562.4

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.4

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Alison Corriveau

11 ft

ofLOG OF TEST PIT LTP-07

N/A

Approx. el. 573.4

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Ty

pe

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\L

AN

GA

N.C

OM

\DA

TA

\NH

\DA

TA

4\1

40

09

14

01

\EN

GIN

EE

RIN

G D

AT

A\E

NV

IRO

NM

EN

TA

L\G

INT

LO

GS

\GIN

T\1

40

09

14

01

- C

OM

PIL

ED

TE

ST

PIT

AN

D B

OR

ING

S.G

PJ .

.. 7

/25

/20

13

3:5

9:5

0 P

M .

.. R

ep

ort

: L

og

- L

AN

GA

NT

P .

..T

em

pla

te T

EM

PL

AT

E.G

DT

PID

re

ad

ing

s(p

pm

)

0

0

0

Page 25: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-8-A from 2'-4' @ 12:10

Collect sample LTP-8-B from 6'-8' 12:20

Brown TOPSOIL, f-c sand, tr. organics(dry)

Brown f-c SAND, sm. fill (concrete), sm. till, little gravel(dry)

Dark brown-black SAND, tr. silt, tr. organics(dry)

Gray-brown CLAY, tr. f-sand(dry)

Gray-brown CLAY, tr. f-sand(dry)

End of Test Pit @ 11'

+574.4

+572.4

+564.4

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.4

DESCRIPTION

DEPTH

11 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Alison Corriveau

11 ft

ofLOG OF TEST PIT LTP-08

N/A

Approx. el. 575.36

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

38 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

Page 26: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-9-A from 1'-2.5' @ 12:30

Colllect sample LTP-9-B from 8'-10' @ 12:05

Grey FILL (construction debris), sm. sand, sm. f-gravel, tr. largegravel(dry)

Black CLAY, tr. silt, tr. f-gravel(dry)Gray-brown CLAY, tr. f-sand(dry)

Gray-brown CLAY, tr. f-sand(dry)

End of Test Pit @ 10'

+571.8

+563.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.8

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-09

--

Approx. el. 573.82

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

38 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 27: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-10-A from 1'-2' @ 12:42

Strong odor @ 3', Collect sample LTP-10-Bfrom 3'-4' @ 12:34

1'' TOPSOIL, Brown f-m SAND, tr. silt, intrusions of reddishsand

Gray m-c SAND, sm. fill (construction debris, bricks, concrete,slag), sm. c-gravel

Black c-gravel

Gray to red CLAY, tr. silt, tr. f-gravel

End of Test Pit @ 10'

+572.7

+569.2

+563.2

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.2

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-10

N/A

Approx. el. 573.19

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

39 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 28: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-11-A from 1'-3' @ 11:25

Slight odor @ 1.5-4'

Collect sample LTP-11-B from 5'-7' @ 11:35

Brown f-c SAND, tr. clay, tr. organics(dry)

Light brown-gray f-m SAND(dry)Dark brown-black f-c SAND, little clay, tr. silt, tr. organics(wood)(dry)

Gray f-m SAND, tr. silt(moist)

Reddish-brown CLAY, tr. f-sand(moist)

End of Test Pit @ 11.5'

+567.4

+562.9

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.4

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Alison Corriveau

11.5 ft

ofLOG OF TEST PIT LTP-11

--

Approx. el. 574.44

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

40 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

Page 29: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-12-A from 0'-2' @ 11:00

Collect sample LTP-12-B from 4'-6' @ 10:40

5'' TOPSOIL, brown f-c SAND, sm. f-c gravel, tr. silt(dry)

Brown f-c SAND, sm. f-c gravel, tr. fill (constructiondebris), tr. organic material, tr. silt(dry)

Black m-c SAND, sm. silt, sm. f-c gravel, sm. fill(construction debris, concrete blocks, sidewalk pieces,brick)(dry)

Grey to red CLAY, tr. silt, tr. f-gravel(Dry)

Grey to red CLAY, tr. silt, tr. f-gravel(Dry)

End of Test Pit @ 10'

+573.6

+570.0

+564.0

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.0

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-12

N/A

Approx. el. 574.02

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

42 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0.1

0.1

0.1

Page 30: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-14-A from 0'-2' @ 08:45

Collect sample LTP-14-B from 2'-4' @ 08:35

5'' TOPSOIL, Brown f-c SAND, sm. f-gravel, tr. silt, tr.c-gravel tr. fill (wood)(dry)

Brown f-c SAND, sm. f-gravel, tr. silt, tr. c-gravel tr. fill(wood)(dry)

FILL, (telephone pole, slag), sm. gravel

Grey m-c SAND, sm. f-c gravel(dry)Black CLAY, sm. silt, sm. f-gravel, tr. organic material(dry)

Grey-red CLAY, tr. f-gravel, intrusions of brown(dry)

Grey-red CLAY, tr. f-gravel, intrusions of brown(wet)

End of Test Pit @ 10'

+574.3

+568.8

+564.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.8

DESCRIPTION

DEPTH

9 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-14

--

Approx. el. 574.77

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

43 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

18.2

18.2

18.2

Page 31: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-15-A from 3'-5' @ 09:00

Collect sample LTP-15-B from 6'-8' @ 09:20

TOPSOIL

Brown f-c SAND, tr. clay, tr. organics(dry)Brown-dark brown f-c SAND, sm. fill (concrete slab, brick,wood), tr. silt, tr. organics,(dry)

Dark brown-black f-c SAND, tr. organics, tr. silt(dry)

Gray m-f SAND, tr. silt(moist)

Reddish-brown CLAY(moist)

End of Test Pit @ 10'

+574.0

+569.5

+566.0

+564.5

S-1

S-2

(M

S/M

SD

)

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.5

DESCRIPTION

DEPTH

7 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LTP-15

--

Approx. el. 574.54

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

44 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

Page 32: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-16-A from 3'-5' @ 08:10

Perched water observed @ 7', Collectsample LTP-16-B from 7'-9' @ 08:20

TOPSOIL

Brown f-c SAND, little organics (roots, wood), tr. gravel,tr. clay,(dry)Reddish-brown f-c SAND, tr. fill, (brick, asphalt)(dry)

Dark brown-black f-c SAND, sm. silt, tr. clay, tr. organics(wood)(dry)

Grayish-brown CLAY, tr. f-sand, tr. silt(moist)

Reddish-brown CLAY, tr. silt, tr. f-sand(moist)

End of Test Pit @ 10.5'

+574.0

+570.5

+564.5

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.5

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/26/2013

Alison Corriveau

10.5 ft

ofLOG OF TEST PIT LTP-16

--

Approx. el. 574.49

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

45 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

Page 33: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-17-A from 1'-3' @ 16:25

Collect sample LTP-17-B from 8'-10' @16:15

Groundwater @ 10'

TOPSOIL

Brown FILL (construction debris), m-c sand, sm. f-c gravel, tr.silt(dry)

Black CLAY, tr. f-gravel(dry)Gray-red CLAY, tr. f-sand, tr. f-gravel(dry)

Gray-red CLAY, tr. f-sand, tr. f-gravel(dry)

End of Test Pit @ 10'

+573.5

+571.0

+564.0

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.0

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-17

--

Approx. el. 573.95

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

46 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 34: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-18-A from 1'-3' @ 08:05

Collect sample LTP-18-B from 8'-10' @07:53

3'' ASPHALT

Brown m-c SAND, sm. fill (construction debris, concrete, brick)sm. f-gravel, tr. large gravel, tr. silt(dry)

Black CLAY, tr. silt, tr. organic material(dry)Grey-red CLAY, tr. silt, tr. f-gravel(dry)

Grey-red CLAY, tr. silt, tr. f-gravel(moist)

End of Test Pit @ 10'

+573.9

+571.7

+564.2

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.2

DESCRIPTION

DEPTH

10 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/26/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LTP-18

--

Approx. el. 574.21

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

47 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 35: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-19-A from 3'-5' @ 16:10

Collect sample LTP-19-B from 9'-11' @16:20

TOPSOIL

Brown f-c SAND, tr. silt, tr. organics (roots)(dry)

Dark Brown-black f-c SAND, tr. organics (roots)(dry)

Gray silty CLAY, sm. f-sand(moist)

Reddish-brown CLAY(moist)

End of Test Pit @ 11.5'

+573.4

+570.4

+562.4

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.9

DESCRIPTION

DEPTH

11 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Alison Corriveau

11.5 ft

ofLOG OF TEST PIT LTP-19

N/A

Approx. el. 573.89

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

47 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

0

Page 36: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTB-20-A from 2'-4' @ 13:20

Collect sample LTP-20-B from 6'-8' @ 13:30

TOPSOIL

Brown, c-f SAND, tr. organics (roots), tr. clay(dry)

Dark brown-black SAND, tr. organics (roots, wood), tr. silt(dry)

Reddish gray-brown, silty CLAY, tr. f sand(dry)

Reddish gray-brown, silty CLAY, tr. f sand(dry)

End of Test Pit @ 10.5'

+574.2

+571.2

+564.2

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.7

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/25/2013

Alison Corriveau

10.5 ft

ofLOG OF TEST PIT LTP-20

N/A

Approx. el. 574.73

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

48 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

PID

rea

ding

s(p

pm)

0

0

0

0

Page 37: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Perched water @ 3', Collect sampleLTP-21-A from 3'-5' @ 14:08

Collect sample LTP-21-B from 5'-7' @ 14:18

TOPSOIL

Gray-brown f-c SAND, sm. f-gravel(dry)Brown f-c SAND, sm. f-m gravel(dry)Brown-black f-c SAND, tr. organics(moist)

Brown-black f-c SAND, tr. organics(wet)

Gray f-c SAND, tr. silt(wet)

Reddish-brown CLAY, tr. f-sand(wet)

Reddish-brown CLAY, tr. f-sand(wet)

End of Test Pit @ 11.5

+573.1

+569.1

+566.6

+562.1

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.6

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Alison Corriveau

11.5 ft

ofLOG OF TEST PIT LTP-21

--

Approx. el. 573.6

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

49 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 38: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Odor and minor staining observed

Collect sample LTP-22-A from 2'-4' @ 15:30

Sheen observed @ 3'

White foam material observed @ 5'

Brown f-m GRAVEL, tr. f-c sand

Brown-dark brown f-c SAND, sm. fill (metal sheets, brick,concrete)

End of Test Pit @ 6'

+572.9

+567.9S

-1 (

FD

)S

-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+573.9

DESCRIPTION

DEPTH

3 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Alison Corriveau

6 ft

ofLOG OF TEST PIT LTP-22

N/A

Approx. el. 573.89

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

50 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 39: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-23-A from 4'-6' @ 14:15

Collect sample LTP-23-B from 6.5'-8.5' @15:00

TOPSOIL

Brown f-c SAND, tr. clay(dry)

Dark brown-black f-c SAND, sm. fill (concrete, brick, plastic,tire), tr. silt(dry)

Gray f-m SAND, tr. clay(dry)

Reddish-brown CLAY, tr. f-sand(dry)

End of Test Pit @ 10'

+574.5

+566.5

+565.0

S-1

S-2

(F

D)

FOREMAN

ELEV(feet)

PROJECT NUMBER

+575.0

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/28/2013

Alison Corriveau

10 ft

ofLOG OF TEST PIT LTP-23

N/A

Approx. el. 575.04

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

50 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 40: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-24-A from 0'-2' @ 16:05

Collect sample LTP-24-B from 3'-5' @ 16:20

TOPSOIL

Brown f-c SAND, tr. organics, tr. f-gravel

Reddish-brown CLAY, tr. gravel

Shiny black ORGANIC CLAY material, sm. f-c sand, sm. bricks

Gray SILT, sm. clay(moist)

Gray f-m SAND, sm. silt(moist)

Reddish-brown CLAY

End of Test Pit @ 8'

+574.0

+570.0

+566.5

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.5

DESCRIPTION

DEPTH

7 ft

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/2/2013

-----

8 ft

ofLOG OF TEST PIT LTP-24

N/A

Approx. el. 574.46

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

51 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 41: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-25-A from 1'-3' @ 18:16

Collect sample LTP-25-B from 3'-5' @ 18:01

TOPSOIL

Brown m-c SAND, sm. f-m-c gravel, , sm. construction debris(wood, bricks, concrete, garbage), tr. silt(dry)

Black CLAY, sm. f-m gravel, tr. silt(dry)

Gray-brown CLAY, tr. f-gravel(dry)

End of Test Pit @ 10'

+574.3

+568.8

+564.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.8

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

6/27/2013

Hannah Griesbach

10 ft

ofLOG OF TEST PIT LTP-25

N/A

Approx. el. 574.83

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

ON

ME

NT

AL\

GIN

TL

OG

S\G

INT

\140

0914

01 -

CO

MP

ILE

D T

ES

T P

IT A

ND

BO

RIN

GS

.GP

J ...

7/2

4/20

13 2

:33:

52 P

M ..

. R

epor

t: L

og -

LA

NG

AN

TP

...T

empl

ate

TE

MP

LAT

E.G

DT

Page 42: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-26-A from 3'-5' andFD-B: 3'-5' @ 8:20

Collect sample LTP-26-B from 6'-8' @ 8:45

F-GRAVEL, sm. f-c sand

Brown f-m SAND, sm. clay

Dark brown-black organic FILL (wood, branches)

Gray f-m SAND, sm. silt, tr. clay

End of Test Pit @ 8'

+574.4

+569.3

+566.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.8

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/2/2013

Alison Corriveau

7 ft

ofLOG OF TEST PIT LTP-26

N/A

Approx. el. 574.8

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

\\LA

NG

AN

.CO

M\D

AT

A\N

H\D

AT

A4\

1400

9140

1\E

NG

INE

ER

ING

DA

TA

\EN

VIR

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Page 43: APPENDIX C TEST PIT LOGS...Black CLAY, sm. silt, tr. f-sand Gray-red CLAY, sm. f-sand, tr. silt, tr. f-gravel End of Test Pit @ 8.8' +575.2 +574.0 +572.2 +566.7 S-1 S-2 FOREMAN ELEV

GR

AB

GR

AB

Collect sample LTP-27-A from 0'-2' @ 9:40

Collect sample LTP-27-B from 6'-8' @ 9:50

TOPSOIL

Brown f-c SAND, tr. f-gravel, tr. organics

Dark brown-black organic FILL (roots, branches)

Gray f-m SAND, sm. silt(moist)

Reddish-brown CLAY{dense}

End of Test Pit @ 8'

+574.3

+570.8

+567.8

+566.8

S-1

S-2

FOREMAN

ELEV(feet)

PROJECT NUMBER

+574.8

DESCRIPTION

DEPTH

N/A

0

11Sheet

FONF Expansion Sabre Park BCPPROJECT NAME

Symbol

DATE

EXCAVATION CONTRACTOR

ELEVATION

7/2/2013

-----

8 ft

ofLOG OF TEST PIT LTP-27

N/A

Approx. el. 574.8

140091401

REMARKS

WATER LEVEL - First WATER LEVEL - Completion

EQUIPMENT

LOCATION

Komatsu PC 228USLC

Mark Cerrone Inc.

Niagra Falls, NY

Nu

mb

er

LANGAN PERSONNEL

DepthScale

Typ

e

SAMPLE

15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

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