area e logs -...

URS Corporation TEST BORING LOG

BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:

BORING CONTRACTOR: DRILLING METHOD:

GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:

DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:

DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:

* POCKET PENETROMETER READING REVIEWED BY:

SAMPLE DESCRIPTION

DEPTH BLOWS REC CONSIST

FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist

0 S-1 Grab Black Fill 25.0 Dry

Stained

1

2

3

Yellow GW Dry

4 / Orange

5

S-2 Macro 46" Yellow GW 0.0 Dry

6 core / Orange

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Comments: PROJECT NO.

BORING NO.

0-5' interval excavated by hand tools. Fill 0' to 3' used in CS-E-5 sample. GW 3'

to 5' group 3 sample taken. GW 5' to 9' used in CS-E-6 sample.11175065

DGP-58

Loose, fine to medium to coarse SAND, little well

graded fine gravel. No MGP impact.

End of boring: 9' bgs

3' to 5', Loose, fine to medium to coarse SAND,

some fine to coarse gravel. No MGP impact.

DESCRIPTION

0' to 3', MGP impacted material. Black stained

and coated gravel, ALM, wood fibers. Faint to

moderate MGP odor.

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/19/07

12/19/07

Hand Auger/Geoprobe

9'

DGP-58

KeySpan Hempstead MGP Area E

KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Fill 104.0 Dry

1

2

Brown ML 0.0

3

Yellow GW 0.0 Dry

4 / Orange

/ Tan

5

S-2 Macro 46" Yellow GW 0.0 Dry

6 core / Orange

/ Tan

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-5' interval excavated by hand tools. Fill 0' to 2' used in CS-E-5 sample. Jar

test equaled sheen 0' to 5'. GW 5' to 9' used in CS-E-6 sample.11175065

DGP-59

Coarse gravel at ground surface.


SAND and GRAVEL, coated, ALM, some tar

(black, viscous and gooey), moderate MGP

odor. Wood fibers and slag.

2' to 3', medium stiff, clayey SILT. No MGP

impact.

Loose, fine to coarse SAND some fine gravel.

No MGP impact.

Loose, fine to coarse SAND, little fine gravel

(well graded). No MGP impact.


DESCRIPTION

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/19/07

12/19/07

9'

Hand Auger/Geoprobe

DGP-59


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 189.0 Dry

1 Stained

2 Lt. Brown GW Dry

3

4

5

S-2 Macro 37" Lt. Brown GP 0.0 Dry

6 core / Orange

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

11175065

DGP-60


0' to 1.5', MGP impacted material. Stained sand

and gravel with coating, ALM and wood fibers.

Moderate MGP odor.

0' to 5', Loose, fine to coarse SAND with some

fine to coarse gravel, well graded. No MGP

impact.

Loose to medium dense, fine to very coarse

SAND, some poorly graded fine gravel. No MGP

impact.


0' to 5' excavated by hand tools. Fill and GW 0' to 5', used in CS-E-1 and group

3 sample.

DESCRIPTION

J. Harshman

K. Connare

MATERIAL REMARKS

12/17/07

M. Meade

Fenley & Nicol Hand Auger/Geoprobe

9'

12/17/07

DGP-60


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab 34 Wet

1 Fill

2

3

4

5

S-2 Macro 30" 5' to 6' ML 0.0

6 core Black

6' to 7' 0.0

7 Brown

7' to 9' GP 0.0 Dry

8 Orange

/ Brown

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-5' interval excavated by hand tools. GP 0' to 5' used in CS-E-3 and GS-E-6

samples, 5' to 9' used in CS-E-4 sample.11175065

DGP-61


MGP impacted matrial. Black Stained and

coated sand and gravel, ALM, wet (perched

water), little black stained clayey silt at 2.5' to 3'.

Moderate MGP odor.

5' to 6', Black (stained ?) clayey SILT. Very faint

MGP odor.

6' to 7' Soft to medium stiff, clayey SILT. No

MGP impact.

Loose, fine to coarse SAND, some fine to coarse

gravel. No MGP impact.


DESCRIPTION

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/18/07

12/18/07

9'

Hand Auger/Geoprobe

DGP-61


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 50 Wet

1 Stained

2

3

Dk. Brown ML

4 Black Stain

S-2 Macro 25" 4'-6' 0.0 Dry

5 core Dk. Brown

6

6' to l8' 0.0 Dry

7 Orange

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-5

sample, group 3 sample taken. 4' to 8' used in CS-E-6 sample.11175065

DGP-62



and coated SAND and GRAVEL, ALM, wet

(perched water), sheen. Moderate MGP odor.

3'to 4', Clayey silt. Moderate MGP odor.

4' to 6', soft to medium stiff, clayey SILT. No

MGP impact.

6' to 8', soft , clayey SILT. No MGP impact.


DESCRIPTION

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/19/07

12/19/07

8'

Hand Auger/Geoprobe

DGP-62


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 0.0 Dry

1 Stained

2

Brown ML 0.0 Dry

3

Lt. Brown GW 0.0 Dry

4 / Tan

5

S-2 Macro 44" Tan GP 0.0 Dry

6 core / Brown

/ Orange

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-5' interval excavated by hand tools. Fill 0' to 2', ML 2' to 3' and GW 3' to 5'

used in CS-E-5 sample. Jar test equaled sheen 0' to 5'. GP 5' to 9' used in CS-

E-6.

11175065

DGP-63



sand and gravel, ALM. Faint MGP odor.

Soft- medium stiff clayey SILT. No MGP impact.

Fine to coarse SAND, little fine to coarse gravel.

No MGP impact.

Loose to medium dense, fine to coarse SAND,

little very coarse sand, some poorly gradedfine

to coarse gravel. No MGP impact.


DESCRIPTION

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/19/07

12/19/07

9'

Hand Auger/Geoprobe

DGP-63


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 1.9 Wet

1 Stained

2

3

S-2 Macro 38" Black Fill 25.7 Wet

4 core Stained

5

Dk. Brown ML 16.0

6 Brown 2.0

Lt. Brown GW 0.0 Moist

7 Orange to Dry


8 core / Orange

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-5' interval excavated by hand tools. Fill 0' to 2' used in CS-E-1 Group to

sample. Jar test equaled sheen 0' to 5'.11175065

DGP-64

MGP impacted material present, black stained

sand and gravel, ALM, clinker, wet (perched

water), black stained and coated. Moderate MGP

odor, sheen.

Hand tool refusal at 2' bgs, (rocks ?).

3' to 5', MGP impacted material. Sand and

gravel, black stained and coated, ALM.

Moderate MGP odor, sheen.

Black, peat? or clayey SILT. Slight MGP impact

Soft to medium stiff clayey SILT

Loose, fine to coarse SAND, little fine to coarse

gravel.


trace very coarse sand, some fine to coarse

gravel (poorly graded). No MGP impact.

DESCRIPTION



M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/17/07

12/17/07

11'

Hand Auger/Geoprobe

DGP-64


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

0' to 3' Fill 0.0 Dry

1 Black

Stained

2

3

3' to 5' ML 0.0 Dry

4 Brown

5

S-2 Macro 40" 5' to 5.5" 0.0 Dry

6 core Brown SP 0.0 Dry

5.5' to 9'

7 Lt. Brown

/ Orange

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-3 and

GS-E-8, 5' to 9' used in CS-E-4 sample.11175065

DGP-65

DESCRIPTION


SAND and GRAVEL, ALM, cinder, coal, faint

MGP odor.

3' to 5', Soft to medium stiff, clayey SILT. No

MGP impact.

5' to 5.5' soft to medium stiff, clayey SILT.

Fenley & Nicol

12/18/07

12/18/07

Hand Auger/Geoprobe

DGP-65


KeySpan 11175065

5.5' to 9', Loose, fine to coarse SAND, some fine

to coarse gravel. No MGP impact.


Coarse GRAVEL at ground surface.

9'

K. Connare

M. Meade

J. Harshman

MATERIAL REMARKS


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

0' to 3' Fill Dry

1 Black

Stained

2

3

3' to 5' GW Dry

4 Lt. Brown

5

S-2 Macro 38" 5' to 8" GW Moist

6 core Brown to Dry

/ Tan

7

8 8' to 9' Dry

Brown

9 / Orange

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-66


KeySpan 11175065

Fenley & Nicol

12/17/07

12/17/07

9'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION


sand and gravel, ALM, clinker. Faint MGP odor.

No perched water.

3' to 5', Fine to coarse SAND, some fine to

coarse gravel. No MGP impact.



5' to 8', Loose, fine to very coarse SAND, some

fine to coarse gravel. No MGP impact.

8' to 9', Fine to very coarse SAND, little fine

gravel. No MGP impact.

0-5' interval excavated by hand tools. Fill and GW 0' to 5' used in group 3

sample CS-E-3,GW 5' to 9' used in CS-E-4 sample.11175065

DGP-66


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

0' to 3' Fill Wet

1 Black

Stained

2

3

3' to 5' ML Moist

4 Brown to Dry

5

S-2 Macro 32" 5' to 7" Moist

6 core Brown to Dry

7

7' to 9' SP Dry

8 Lt. Brown

/ Orange

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-67


KeySpan 11175065

Fenley & Nicol

12/17/07

12/17/07

9'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION


and coated SAND and GRAVEL, ALM, clinker,

(perched water), sheen on water in borehole.

Moderate MGP odor.

3' to 5', Soft to medium stiff, clayey SILT. Not

visibly impacted.




MGP impact visible

7' to 9', Loose, fine to coarse SAND, little very

coarse sand, little fine gravel. No MGP impact.


GS-E-3 samples, 5' to 9' used in CS-E-4 sample.11175065

DGP-67


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

0' to 1' SP Dry

1 Dk. Brown

1' to 5' Fill 32.8 Wet

2 Black

Stained

3

4

5

S-2 Macro 23" 6' to 7'" Fill 900 Wet

6 core Black

7

7' to 8' Pt 800

8 Black

8' to 9' ML 235

9 Brown

S-3 Macro 32" Black GW 490

10 core Stained

11

12

13

S-4 Macro 44" Brown GW 280

14 core / Orange

15

16

17

S-5 Macro 32" Brown GW 10 Dry

18 core / Orange

19

20

21


BORING NO.

DGP-68


KeySpan 11175065

Fenley & Nicol

12/17/07

12/18/07

21'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

12' to 13', Loose, fine to coarse SAND and fine

gravel, possible gasoline odor.

DESCRIPTION


0' to 1', Loamy topsoil, some organic matter.

1' to 5', MGP impacted material. Black stianed

and coated sand and gravel, ALM, clinker, metal

scrap, (perched water present), sheen on water.

Moderate MGP odor.

6' to 7', Heavily impacted MGP material. Liquid

(not DNAPL, possilbly perched water), sheens,

black, coated SAND and GRAVEL, possibly trace

DNAPL. Strong MGP odor.

7' to 8', Peat with little organic matter.

8' to 9', Soft to medium stiff, clayey SAND and

gravel. Strong MGP odor.

Loose, MGP impacted sand and gravel. Black

stained and coated intervals of fine to coarse

SAND, fine to coarse gravel. Strong MGP odor.

0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-3 and GS-

E-8, 5' to 9' used in CS-E-4 sample.11175065

DGP-68

Loose, fine to coarse SAND, some fine to coarse

gravel. Gasoline type odor.

Loose to medium dense, fine to coarse SAND, fine

to coarse gravel. Faint gasoline type odor.



BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

Black Fill Dry

1

2

3

Lt. Brown GW Dry

4

5

S-2 Macro 24" GP Dry

6 core

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21


BORING NO.

11175065

DGP-69


DESCRIPTION


0 - 3': MGP impacted cinder-like material, black

stained SAND and GRAVEL, ALM, faint MGP

odor, no perched water.

0-5' interval excavated by hand tools. Collected samples CS-E-3, CS-E-4, and GS-

E-5.

End of boring at 9'

Fine to coarse SAND, some fine to coarse gravel.

No MGP impacts.

Loose to dense fine to coarse SAND, some poorly

sorted gravel. No MGP impacts.

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/18/07

9'

12/17/07

DGP-69


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab


1 Black

Stained

2

3

Black St, ML Wet

4 Brown


5 Core / Brown

/ Tan

6

7

8

S-3 Marco 38" Dk. Brown SP 4.0

9 core

10 Orange GW Dry

/ Lt. Brown

11

12

S-4 Macro 21" Lt. Brown SP 0.0 Dry

13 core Tan

14

15

16

S-5 Macro 26" Brown to SP/GW 1.6 Dry

17 core Lt. Brown

/ Tan

18

19

20


BORING NO.

DGP- 70 1 of 2


KeySpan 11175065

Fenley & Nicol

12/20/07

24'

Hand Auger/Geoprobe

12/20/07

M. Meade

Medium dense, fine to coarse SAND, trace very

coarse sand, trace fine gravel. No visible impact.


J. Harshman

MATERIAL REMARKS

DESCRIPTION

K. Connare

11175065

DGP- 70 1 of 2


and coated SAND and GRAVEL, ALM, (perched

water), sheen. MGP odor.

Black stained (MGP impact) clayey SILT.

Clayey SILT. No visible impact.

Loose, fine to medium to coarse to very coarse

SAND, poorly graded fine to coarse gravel. No

visible impact.

8' to 9', Fine SAND, trace fine gravel. 3" interval

of dark brown gooey fine sand with very faint

MGP odor (like putty, viscous, not tar)

9' to 12', Loose, fine to coarse SAND, little fine to

coarse gravel (well graded). No visible impact.

Loose, fine to coarse SAND, trace fine gravel. No

visible impact.

0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7 and GS-

E-14 samples, SP and GW 8' to 12' used in CS-E-16 sample.


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



20 S-6 Macro 24" Orange SW 0.0 Dry

core / Yellowish

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40


BORING NO.

DGP-70 2 of 2


KeySpan 11175065

Fenley & Nicol

12/202007

24'

Hand Auger/Geoprobe

12/20/07

M. Meade

J. Harshman

MATERIAL REMARKS

DESCRIPTION

K. Connare

11175065

DGP-70 2 of 2

Loose, fine to coarse SAND, trace fine gravel.

No visible impact.



BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab Black Fill 80.0 Wet

Stained

1

2

3

Black ML

4 Stained

S-2 Macro 16" ML 288 Moist

5 core

6

Brown ML 34.0

7

8

S-3 Macro 28" Brown ML 430.0

9 core

Macro 9' to 12' GP 433.0 Dry

10 core Lt. Brown

11

12

S-4 Macro 46" Brown 379.0 Dry

13 core / Tan down

to

14

235.0

15

16

S-5 Macro 32" Brown GW/SW 417.0 Dry

17 core

18

19

20


BORING NO.

DGP-71 1 of 2


KeySpan 11175065

Fenley & Nicol

12/19/07

24'

Hand Auger/Geoprobe

12/19/07

M. Meade

8' to 9", Slightly stained black, clayey SILT.

Slight to moderate MGP odor.

J. Harshman

MATERIAL REMARKS

DESCRIPTION

K. Connare

11175065

DGP-71 1 of 2


and coated SAND and GRAVEL, ash-like

material, (perched water), sheen. Moderate MGP

odor

0' to 4', MGP impacted clayey SILT.

4' to 6', MGP impacted clayey SILT. Stained

black. Moderate MGP odor.

6' to 8', Soft to medium stiff, clayey SILT. Faint

MGP odor.

9' to 12', Loose, slightly stained, fine to coarse

SAND, little fine to coarse gravel. Gasoline-type

odor.

Loose, with little staining. Fine to coarse SAND,

some poorly graded fine gravel. Gasoline-type

odor, coated.

Loose, slightly stained. Fine to medium SAND,

trace to little coarse sand, trace to little fine

gravel. Moderate to strong gasoline-type

(degraded) odor.


sample.


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



20 S-6 Macro 20" Brown GW 173.0 Dry

core / Orange

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40


BORING NO.

DGP-71 2 of 2


KeySpan 11175065

Fenley & Nicol

12/19/07

24'

Hand Auger/Geoprobe

12/19/07

M. Meade

J. Harshman

MATERIAL REMARKS

DESCRIPTION

K. Connare

11175065

DGP-71 2 of 2


Loose to medium dense. Impacted with some

staining. Fine to medium to coarse SAND, some

fine gravel. Moderate gasoline (degraded) odor.


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab Black Fill 0.0 Dry

Stained

1

2

Brown ML

3

Brown

4

5

S-2 Macro 28" Dk. Brown GW 0.0 Dry

6 core to Lt.

Brown

7 / Tan

/ Orange

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-72


KeySpan 11175065

Fenley & Nicol

12/20/07

12/20/07

9'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION

3' to 5', Clayey SILT. No visible impact.


SAND and GRAVEL, coal, slag, ALM.

2' to 3', slightly stained clayey SILT. Very faint

MGP odor.


Fine to coarse SAND, little to some fine to

coarse gravel, well graded. No visible impact.

0-5' interval excavated by hand tools. 11175065

DGP-72


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab


1 Black

Stained

2

3

3' to 5' ML Moist

4 Black to Wet

S-2 Macro 32" Brown 20 Moist

5 core

SP 30.0 Moist

6 to dry

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-73


KeySpan 11175065

Fenley & Nicol

12/20/07

12/20/07

8'

Hand Auger/Geoprobe

4' to 5', Brown, slightly stained clayey SILT. Very

faint MGP odor.

M. Meade

J. Harshman

MATERIAL REMARKS

DESCRIPTION


and some coating of sand and gravel, ALM,

(perched water), sheen. Faint MGP odor.


3' to 4', Black stained clayey SILT, MGP

impacted. Faint odor.

K. Connare

5' to 8', Loose, fine to medium to coarse SAND,

poorly graded fine gravel, trace coarse gravel.

Oily, gasoline (degraded) odor and impact.


0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7. 11175065

DGP-73


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab Black Fill 0.0

Stained

1

2

Black ML Moist

3 Stained

4

S-2 Macro 38" Black ML 0.0

5 core Stained

5' to 8' GW 0.0 Dry

6 Brown

7

8

S-3 Macro 8' to 9' GW 33.0

9 core Brown

9' to 9.5'

10 Black

9.5' to 12'

11 Brown

12

S-4 Macro Brown GW

13 core / Tan

14

15

16

17

18

19

20


BORING NO.

DGP-74


KeySpan 11175065

Fenley & Nicol

12/19/07

12/19/07

16'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION


SAND and GRAVEL, coal, ALM. Faint MGP

odor.

2' to 4', Black stained and coated clayey SILT.

Very faint MGP odor.

4' to 5', Black stained and coated SILT. Faint

MGP odor.

75.0

5' to 8', Loose, fine to coarse SAND, little fine

gravel.

8' to 9', Fine to coarse, little fine gravel.

9' to 9.5', Black, gooey/tarry, MGP impacted, tar,

viscous.


gravel. Gasoline odor.

Gasoline impacted. Fine to coarse SAND, little

fine gravel. Gasoline odor.


sample.11175065

DGP-74



BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 4.9 Moist

1 Stained to Dry

2

3

Brown ML Dry

4

5

S-2 Macro 38" Tan / GW 0.0 Dry

6 core Orange

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

11175065

DGP-90


0' to 3', MGP impacted material. Stained sand

and gravel, ALM, coal, cinder-like material. Faint

MGP odor.


MGP impact.


trace to little very coarse SAND, littleto some

fine to coarse gravel (well graded). No MGP

impact.


0' to 5' excavated by hand tools. Fill and ML 0' to 5' used in GS-E-7 sample. Jar

test equaled sheen for 0' to 5'.

DESCRIPTION

J. Harshman

K. Connare

MATERIAL REMARKS

12/18/07

M. Meade

Fenley & Nicol Hand Auger/Geoprobe

9'

12/18/07

DGP-90


KeySpan 11175065


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab

Black Fill 2.0 Wet

1 Stained

2

3

4

5

S-2 Macro Brown ML 0.0 Moist

6 core Dry

5.5' to 9' GP Dry

7 Lt. Brown

to Orange

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-91


KeySpan 11175065

Fenley & Nicol

12/17/07

12/17/07

9'

Hand Auger/Geoprobe

DESCRIPTION


Loose, black stained MGP impacted material,

ALM with some wood. Slight black coating on

fine to medium sand and fine to coarse gravel.

(perched water in borehole at 1' to 5' bgs),

sheen. Moderate MGP odor.

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare


5' to 5.5', Soft to medium stiff, clayey SILT. No

MGP impact visible.

5.5' to 9', Fine to very coarse SAND, some fine

to coarse grave. No visible MGP impact.


GS-E-1 samples.11175065

DGP-91


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0 S-1 Grab


1 Black

Stained

2

3

3' to 5' ML 8.0 Moist

4 Brown Dry

5

S-2 Macro 24" 5' to 7' Moist

6 core Brown to Dry

7

7' to 9' SP Dry

8 Lt. Brown

/ Orange

9 / Tan

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-92


KeySpan 11175065

Fenley & Nicol

12/17/07

12/17/07

9'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION



water), sheen. MGP odor.


MGP impact.



Soft to medium stiff, clayey SILT. No visible

MGP impact.

Fine to very coarse SAND, some fine to coarse

well graded gravel. No MGP impact.


GS-E-4 samples.11175065

DGP-92


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 38.0 Moist

1 Stained

2

3

ML

4 Black Stain

Dk. Brown

5

Lt Brown SP 6 Dry

6 / Tan

S-2 Macro

7 core

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.

DGP-93


KeySpan 11175065

Fenley & Nicol

12/20/07

12/20/07

8'

Hand Auger/Geoprobe

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

DESCRIPTION




water), sheen. Moderate MGP odor.

3'to 4', MGP impacted black stained clayey SILT.


4' to 5', Clayey SILT. No visible MGP impact.

Medium dense, fine to coarse SAND, little to

some fine to coarse gravel (poorly graded). Very

faint gasoline type odor.


GS-A-15 sample.11175065

DGP-93


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 125.0

1 Stained

2

3

Black ML

4 Stained

Brown Dry

5

S-2 Macro Brown ML 82 Dry

6 core

Black GW 422.0 Moist

7 Stained to Dry

8

Brown 300.0 Dry

9 Lt. Brown

S-3 Macro 40" Brown GW 177.0 Dry

10 core

11 Brown 87.0

12

Tan to 14.0

13 Orange

S-4 Macro Lt. Brown GW 158.0 Dry

14 core / Tan

Black

15 Stained

Lt. Brown GW 15.0 Dry

16 / Tan

/ Orange

17

18

19

20


BORING NO.

13' to 15', Medium dense, fine to coarse SAND,

some fine to coarse gravel, black staining at 15'.

Gasoline type odor.

15' to 17', Medium dense, fine to coarse SAND,

fine gravel. Very faint gasoline odor, dry.

DGP-94


KeySpan 11175065

Fenley & Nicol

12/19/07

12/19/07

M. Meade

J. Harshman

MATERIAL REMARKS

DESCRIPTION


gravel. Faint gasoline odor.

9' to 10', Little black staining and gasoline type

odor. Fine to coarse SAND, little fine gravel.

4' to 5', Clayey SILT

5' to 6', Lightly stained black. Soft clayey SILT.

Faint MGP odor.

6' to 8', Black stained (not MGP impacted). Fine

to coarse SAND, little fine to coarse gravel.

Gasoline impact and strong odor.

8' to 9', Loose, fine to coarse SAND, little fine to

coarse gravel. Gasoline odor

10' to11' Fine to coarse SAND, with some fine

gravel. Black stained and coated interval at 10.5'

to 11' (MGP impact?), MGP odor.

19'

Hand Auger/Geoprobe

K. Connare


sample.11175065

DGP-94

End of Boring: 19' bgs



sand and gravel, ALM, lens of tarry material at 1'

to 5' no perched water. Faint to moderate MGP

odor.

3'to 4', Black stained (MGP-impacted). Clayey

SILT.


BORING NO:

PROJECT: LOCATION:

CLIENT: JOB NO.:




DIA. DATE FINISHED:

WT. DRILLER:

FALL GEOLOGIST:


SAMPLE DESCRIPTION



0

S-1 Grab Black Fill 10.0 Wet

1 Stained

2

3

Grab Black Stain ML

4 Brown

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20


BORING NO.


sample.11175065

DGP-95

3.5' to 4', Clayey Silt. No visible impact.


DESCRIPTION



and coated sand and gravel, ALM, (perched

water), sheen. Moderate MGP odor.

3' to 3.5', MGP impacted clayey SILT.

M. Meade

J. Harshman

MATERIAL REMARKS

K. Connare

Fenley & Nicol

12/20/07

12/21/07

Hand Auger/Geoprobe

4'

DGP-95


KeySpan 11175065

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