APPENDIX A – LIMITATIONS

APPENDIX A – LIMITATIONS

ENT00331I Submitted: March 29, 2012

HYDROGEOLOGICAL LIMITATIONS

1. The conclusions and recommendations submitted in this report are based in part upon the radiological, chemical and physical data from water analyses. These data were obtained from specific sampling locations at specific times. The full nature and extent of variations in the data between these specific locations and times are not known. The conditions existing between these specific locations and times have only been inferred using interpolation and extrapolation based on judgment.

2. The subsurface profiles described in the text and presented in the report figures are intended to convey anticipated trends in subsurface conditions. The conditions shown areapproximate and generalized and were developed, in part, based on judgment. For specific information at specific locations, refer to the individual subsurface investigation logs.

3. Water level readings (piezometric pressures) have been made in the specific borings, monitoring wells, and Waterloo installations at times and under conditions stated. These data have been reviewed and interpretations have been made in the text and on the figures of this report. However, it must be noted that temporal and spatial fluctuations in the level of the groundwater may occur due to variations in rainfall and other factors different from those prevailing at the time and location measurements were made.

4. Where quantitative laboratory testing has been conducted by an outside laboratory, GZA has relied upon the validity of the data provided, and has not conducted an independent laboratory evaluation of the reliability of these data.

5. Radiological and chemical analyses have been performed for specific parameters during the course of this study, as summarized in the text. Additional constituents not searched for may be present in soil and groundwater at the site.

6. Variations in the types and concentrations of contaminants and variations in their flow paths may occur due to seasonal water table fluctuations, past and current plant operational practices, the passage of time, and other factors. Should additional data (water analyses, water elevations, subsurface deposits, plant construction and operation, etc.) become available in the future, these data should be reviewed by GZA, and the conclusions and recommendations presented herein modified accordingly.

7. It is recommended that this firm be retained to provide further engineering services during design, implementation, and/or construction of any remedial measures, if necessary. This is to observe compliance with the concepts and recommendations contained herein and to allow design changes in the event that subsurface conditions differ from those anticipated.

41.0017869.10 IPEC LIMITATIONS December 2007

APPENDIX B – BORING LOGS

SH. 1 OF 3

Reviewed by: M.A. Ponti, Jr - D. SchipperCOORDINATES:NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

5

4 R1 5-10 5.0/5.0 100 100 0

5 0

4 1

4 1

10 4 0

3 R2 10-15 5.0/5.0 100 100 0

4 1

3 0

3 0

15 4 0

3 R3 15-20 5.0/5.0 100 74 0

4 1

3 2

3 4

20 3 5

4 R4 20-25 5.0/5.0 100 100 1

4 0

5 0

4 0

25 4 0

3 R5 25-30 5.0/5.0 100 98 1

4 0

3 0

4 2

30 3 0

BPF DENSITY CONSISTENCY ATTITUDE

VERY LOOSE VERY SOFT 1 1 COMPLETE VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD CLOSE/MOD THIN MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Boring performed within an approximately 20-foot-deep excavation. Rock encountered at ground surface estimated to be approximately elv. 51.7 feet. Currently nominal elevation is at 77.5. The ground surface elevation referenced refers to the ground surface at final completion.2. Performed 8-inch diameter vacuum excavation to 5 feet (top of bedrock). Spun 4-inch-diameter HW casing approximately 6 inches into the bedrock. Grout placed between exterior of the casing and the excavation sidewalls.

Buchanan, NY G. SURF. EL. 51.7 feetEntergy Nuclear Northeast 41.0017869.00Indian Point Energy Center

PROJECT NO:

(3) 3-10

WEATHERING

BORING LOG

462996.83

JOINT/FRACTURE CHARACTERISTICS

Top of bedrock at 0 feet

STABILIZATION TIME

BORING No. MW-30

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

35°-55°

55°-85°

>10'

ANGLESPACING/THICKNESS

<2" 0°-5°

TOTA

L C

OR

E R

EC (%

)

DRILLING RIG MODEL: CME L55 Track Rig

BLO

WS

/ 6 IN

CH

ROCK CORE: 3 7/8-inch diameter (HQ)CASING HAMMER: N.A.

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

N

VAL

UE

ROCK CORE CHARACTERISTICS

R5: Hard, fresh, fine grained, gray to tan MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained, mylonized texture; several healed, white, calcified joints/fractures; healed micro-breccia, healed micro-offsets;.

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth, wide, sub-horizontal, iron-oxide stained joints/fractures. Possible fault, slightly weathered brown discontinuity at 20.4'.

0-4

4-10

10-30

BPF

<2

GRANULAR SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

>50

30-50 8-15

2-4

COHESIVE SOILS

RQ

D (%

)

4-8

>30

15-30

CASING SIZE: 4-inch diameter (HW)SAMPLER HAMMER: N.A. DEPTH CASING

NGVD 1929

TIME

DATUM:FINAL BORING DEPTH 61.4 feet

GROUND WATER READINGS

604885.30

VERY SOFT

(2) 1-2

(1) 0

R1: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, moderately close, horizontal to sub-horizontal, iron-oxide stained, joints/fractures; slightly mylonized texture.

NO. PER FTHARDNESS

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, close to moderately close, moderately dipping to vertical, iron-oxide stained joints/fractures; mylonized texture.

R2: Hard, fresh, fine grained, gray to light brown MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth, moderately close, sub-horizontal, iron-oxide stained joints/fractures; mylonized texture.

(4) 11-20

5°-35°

3'-10'

2"-1'

BORING NO.

1'-3'

85°-90°

MW-30

2

SAMPLE DESCRIPTION

DATE END : 11/11/05

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED HARDNESS

Refer to Table 6.1 for Groundwater Data

NO

TES

DATE

NO. OF FRACTURESPER FOOT

BORING CO.: Aquifer Drilling and Testing

IN SITU PROPERTIES

WEATHERING

ENGINEER: Anton Gallas/Maurice PontiDATE START: 11/9/05

FOREMAN: Doug Wood

see below for values



SH. 2 of 3


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 R6 30-35 5.0/5.0 100 100 0

2 0

3 0

2 0

35 3 0

3 R7 35-40 5.0/5.0 100 95 2

4 1

4 0

3 1

40 4 0

3 R8 40-45 5.0/5.0 100 100 0

4 0

4 1

4 1

45 4 1

4 R9 45-50 5.0/5.0 100 92 2

4 0

4 0

4 0

50 4 0

3 R10 50-55 5.0/5.0 100 100 1

4 0

3 0

3 0

55 3 0

4 R11 55-60 5.0/5.0 100 74 3

3 0

4 2

4 0

60 4 0

BPF DENSITY CONSISTENCY


HARD

NOTES:

Entergy Nuclear NortheastBuchanan, NY G. SURF. EL. 51.7 feet 462996.83

PROJECT NO: 41.0017869.00

FINAL BORING DEPTH 61 feet604885.30DATUM: NGVD 1929

FRAC

TUR

ED Z

ON

E O

BSER

VED

FZFZ

DEPTHRefer to Table 6.1 for Groundwater Data

CASING

NO

TES

WEATHERING


R7: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, moderately dipping foliation: rough to smooth, very close to moderately close, iron-oxide stained joints/fractures;35.6'-36.7': Fracture zone, smooth to rough, close, moderately dipping to horizontal, iron-oxide stained joints/fractures.

R8: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, moderately to sub-vertical foliation: smooth to rough, moderately close to wide, sub-vertical, iron-oxide stained joints/fractures;

43.0' -45.5': Fracture zone, smooth, close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

R6: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; mylonized texture.

FZ

FZ


R9: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: one, rough, close to wide, sub-vertical, iron-oxide stained joint/fracture; trace pyrite clusters, stringers, within matrix; mylonized texture.

FZ

R10: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical to moderately dipping foliation: rough, wide, sub-vertical, iron-oxide stained joints/fractures.

R11: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical, foliation: rough to smooth, close to moderately close, sub-horizontal to vertical, iron-oxide stained joints/fractures.

DATE START: 11/9/05

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

DRILLING RIG MODEL: CME L55 Track RigSAMPLER HAMMER: N.A.

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

BORING LOG

ENGINEER: Anton Gallas/Maurice PontiDATE

GROUND WATER READINGSFOREMAN: Doug Wood TIME STABILIZATION TIMEBORING CO.: Aquifer Drilling and Testing

BORING No. MW-30Indian Point Energy Center

85°-90°

35°-55°

55°-85°

BORING NO. MW-30

CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

HARDNESS

IN SITU PROPERTIES

ATTITUDE

4-8

>30

3'-10'


CASING SIZE: 4-inch diameter (HW)

ROCK CORE: 3 7/8-inch diameter (HQ) DATE END : 11/11/05

SAMPLE DESCRIPTION

BPF

<20-4

1'-3'

GRANULAR SOILS

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

>10'

HARDNESS

VERY SOFT

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15


0°-5°

5°-35°2"-1'4-10

10-30

WEATHERING










SH. 3 of 3


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 R12 60-61 1.0/1.0 100 100 2

65



HARDNOTES:

3. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with ground surf

BORING No. MW-30Indian Point Energy CenterEntergy Nuclear Northeast

Buchanan, NY41.0017869.0051.7 feet 462996.83G. SURF. EL.

55°-85°

35°-55°

MW-30



ATTITUDE

(4) 11-20

NO. PER FT

3 End of Boring at 61.4 feet.

NGVD 1929 604885.30

HARDNESS

IN SITU PROPERTIES

DATUM:

ROCK CORE CHARACTERISTICSHARDNESS WEATHERING

GRANULAR SOILS

0-4

4-10

<2

COHESIVE SOILS

BPF

30-50 8-15

BORING LOG

PROJECT NO:

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

R12: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, close, sub-vertical, iron-oxide stained

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

FRAC

TUR

ED Z

ON

E O

BSER

VED

NO

TES

WEATHERING


2-4

>30

10-30

>50 15-30

61 feet

TIMEGROUND WATER READINGS

DATE DEPTH CASING STABILIZATION TIME

FINAL BORING DEPTH

4-8

0°-5°

(2) 1-2 5°-35°

VERY SOFT

2"-1'

<2"

(3) 3-10

(1) 0

1'-3'

85°-90°>10'

3'-10'

BORING NO.


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTIONR

QD

(%)

N

VA

LUE

FOREMAN: Doug WoodDRILLING RIG MODEL: CME L55 Track RigSAMPLER HAMMER: N.A.

CASING HAMMER: N.A.


ENGINEER: Anton Gallas/Maurice PontiDATE START: 11/9/05

CASING SIZE: 4-inch diameter (HW) Refer to Table 6.1 for Groundwater Data

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

7 R1 6-10 5.0/5.0 100 63 0

6.5 4

5 10

10 4 9

5 2

4.5 R211-15.6 4.6/4.6 100 4

4 2

4 3

15 5 1

1

4 R315.6-20.6 5.0/4.9 98 3

5 3

5 2

20 4.5 3

5.5 7

4.5 R420.6-25.6 5.0/5.0 100 76 1

4 3

4.5 1

25 5 0

9

4 R525.6-30.4 4.8/4.6 96 83 2

4 2

3.5 2

30 5 2


VERY LOOSE VERY SOFT 1 1 COMPLETE HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERTICAL

HARDNOTES:

1. Performed 8-inch-diameter vacuum excavation to 4 feet (top of bedrock). Spun 4-inch-diameter HW casing approximately 6 inches into the bedrock. Grout placed between the exterior of the casing athe excavation sidewalls. Current Ground Surface Elevation is 77.45 fee2. Slight loss of drilling fluid at approx. 17 feet3. Brown drilling fluid return observed while drilling at depths between 20 to 21 feet and 25 to 26 fee

FZ

FZ

FZ

R1: Hard, fresh to moderately weathered, fine grained, gray-tan MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to moderatelyclose, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

8'-17.6': Fractured zone, smooth., very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

Top of Bedrock at 4 feet

(No Soil Samples Taken)

1

0-4

4-10

ROCK CORE CHARACTERISTICSGRANULAR SOILS

BPF

<2

HARDNESS

VERY SOFT

2-4

COHESIVE SOILS

0°-5°

5°-35°

SPACING/THICKNESS



>50

30-50 8-15

10-30


PROJECT NO: 41.0017869.00Indian Point Energy Center Entergy Nuclear Northeast

Boring No. MW-31

DATUM

DATE START: 12/14/05

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10' WIDE


ATTITUDE

4-8

>30

DEPTH CASING STABILIZATION TIME


35°-55°

55°-85°

MOD CLOSE

(2) 1-2

(3) 3-10

ANGLE

15-30

NO. PER FT

(1) 0

(4) 11-20

WEATHERING

>10' VERY WIDE

<2" VERY CLOSE

CLOSE

1'-3'

BORING NO. MW-31

85°-90°

BORING LOG

FINAL BORING DEPTH: 90.4 fee

ENGINEER: Patrick Mahon

GROUND WATER READINGSFOREMAN: Doug Wood

79.74 feet

SH. 1 OF 3

CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

G. SURF. EL.

FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

DATE

NO

TES

Buchanan, NY


IN SITU PROPERTIES

WEATHERING

462969.84

6

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6

INC

H

FZ

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

FZ

FZ

FZ

FZ

R2: Hard, fresh, fine grained, gray-tan MARBLE with faint, very thin, sub-vertical foliation:rough to smooth, very close to close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures.

HARDNESS

3.5

R3: Hard, fresh, fine grained, gray-tan MARBLE with faint, very thin sub-horizontal to vertical foliation and rough, sub-vertical foliation: rough to smooth, very close to close, sub-horizontal to moderately dippining, iron-oxide stained joints/fractures.

R4: Hard, fresh to slightly weathered, fine grained, tan-white MARBLE with faint, very thin sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, silt coated, iron-oxide stained joints/fractures;21.9'-22.6': Fracture zone, smooth, very close to close, sub-horizontal to sub-vertical iron-oxide stained joints/fractures; 24.7'-25.6': Fracture zone, rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R5: Hard, fresh, fine grained, tan-white MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, horizontal to sub-vertical, silt coated, iron-oxide stained joints/fractures.

3

604924.22

2

NGVD 1929

FZ

FZ

FZ





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

4 R6 5.0/5.0 100 90 0

3 0

4 6

8 0

35 5.5 0

7 R7 2.0/2.0 100 100

13 0

7.5 R8 3.0/3.0 100 100

10.5 0

40 9.5 0

7 R9 5.2/5.2 100 100

9.5 1

2 0

2 0

45 2.5 1

3 R10 5.0/5.0 100 92

3 1

3 3

3 0

50 5 0

3 R11 4.8/4.8 100 92

3.5 3

3 3

3 0

55 3.5 0

4 R12 5.0/5.0 100 98 35

3 35 1

3 3

3.5 1

60 3 1



HARDNOTES:

4. Wire line casing was removed and core bit was sharpened between R-7 and R-85. Borehole was flushed with clear water at 41.6'6. Complete loss of drilling fluid while coring between 46.6' and 50.0

50.4-55.4

45.4-50.4

40.4-45.4

R10: Very hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: rough to smooth, very close to moderately close, horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

R11: Very hard to hard, fresh slightly weathered, fine grained, tan-white-light brown, MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, very close to moderately close, moderately dipping to sub-vertical, slightly weathered iron-oxide stained joints/fractures; slightly pitted texture at 52.6'; 51.6- 52.0': Fracture zone, smooth to rough, very close, horizontal to sub-horizontal, slightly to moderately weathered joints/fractures.

R9: Very hard, fresh to slightly weathered, fine grained, gray to white MARBLE with faint, very thin, sub-vertical to moderately dipping foliation: smooth, close to moderately wide, moderately dipping, slightly weathered, iron-oxide stained joints/fractures.

6

HARDNESS

IN SITU PROPERTIES

WEATHERING

FZ

437.4-40.4

35.4-37.4

R6: Very hard to hard, fresh, fine grained, tan-white MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation: rough, very close to moderately close, horizontal to sub-vertical, iron-oxide stained joints/fractures;31.9' -32.7': Fracture zone, smooth to rough, very close, horizontal to sub-vertical, iron-oxide stained joints/fractures.

R7: Very hard to hard, fresh, fine to medium grained, gray to light brown MARBLE with faint, very thin, sub-vertical foliation rough, moderately close to wide, sub-horizontal to moderately dipping, iron-oxide stainedjoints/fractures; few very thin to thin, very hard silica rich zones.R8: Very hard, fresh, fine grained MARBLE, with faint, very thin moderately dipping foliation: smooth to rough, irregular, sub-horizontal to moderately dipping, slightly weathered joints/fractures.

30.4-35.4

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

Buchanan, NY



SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

BORING LOG

FINAL BORING DEPTH: 90 feet



79.74 feet

Boring No. MW-31

462969.84604924.22

BORING NO. MW-31


<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

DEPTH CASING

ATTITUDE

4-8

>30

DATUM


DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10' Wide

NO

TES

SH. 2 of 3


PROJECT NO: 41.0017869.00

FRAC

TUR

ED Z

ON

E O

BSER

VED

DATE STABILIZATION TIME


G. SURF. EL.NGVD 1929


Indian Point Energy Center Entergy Nuclear Northeast

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

>50

30-50 8-15

1'-3'

>10'

(3) 3-10

(4) 11-20

35°-55°

55°-85°

Mod Close

85°-90°Very Wide

Close

0°-5°

5°-35° (2) 1-2

ANGLESPACING/THICKNES


VERY WIDE

4-10

10-30

WEATHERINGBPF

<2 VERY SOFT

HARDNESS

0-4


55.4-60.4 R12: Very hard, fresh to slightly weathered, fine grained, tan-white

MARBLE with faint, very thin, moderately dipping, convoluted foliation: rough to smooth, very close to close, sub-horizontal to sub-vertical, slightlyweathered, iron-oxide stained joints/fractures;55.6' -57.0': Slightly weathered, pitted texture.

5

0

0

2

1

0

2











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

4 R13 5.0/5.0 100 100

3.5 1

4 1

3.5 0

65 4 0

3.5 R14 5.0/5.0 100 100

3 0

3.5 0

4.0 0

70 3.5 0

3 R15 5.0/5.0 100 100

3.5 0

3 0

4 0

75 4.5 1

3.5 R16 5.0/5.0 100 92

4 0

3 FZ 2

3 0

80 3 0

3 R17 5.0/5.0 100 93

3 1

3 1

2.5 1

85 3.5 0

3.5 R18 5.0/5.0 100 86

4 1

4.5 0

4 2

90 4 3



HARDNOTES:

7. Complete loss of drilling fluid while coring between approximately 70.5ft and 90 f8. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with ground surf

85.4-90.4

60.4-65.4

65.4-70.4

70.4-75.4

75.4-80.4

80.4-85.4

R13: Hard to very hard, fresh, fine grained, tan-white-brown MARBLE, with faint, very thin, convoluted to sub-vertical foliation: smooth, moderately close to wide, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures;60.4' - 62.3' : Very hard, iron-oxide stained, fine grained, light brown, silica rich, marble.

R14: Hard to very hard, fresh, fine grained ,white to light gray MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R15: Hard, fresh, fine grained, white to gray MARBLE, with faint, very thin,sub-vertical foliation: one smooth, moderately close to wide, sub-horizontal iron-oxide stained joints/fracture.

7

End of Boring at 90.4 ft.

R18: Hard, slightly weathered, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close, to moderately close, horizontal to sub-vertical, silt coated to iron-oxide stained joint/fractures.

462969.84604924.22

0-4

4-10

10-30

WEATHERINGBPF

<2HARDNESS

VERY SOFT

GRANULAR SOILS



>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

WEATHERING

Wide

WIDE

VERY WIDE

0°-5°

5°-35°

8

35°-55°

55°-85°

PROJECT NO: 41.0017869.00Indian Point Energy Center Entergy Nuclear Northeast

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE HARDNESS

IN SITU PROPERTIES

SH. 3 of 3


DATUM


DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

Very Wide

Mod Close

ROCK CORE CHARACTERISTICS ATTITUDE

4-8

>30

FRAC

TUR

ED Z

ON

E O

BSER

VED

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

BORING NO. MW-31

85°-90°>10'

BORING LOG




79.74 feet

Boring No. MW-31

G. SURF. EL.NGVD 1929

DATE

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION


SA

MP

LE /

CO

RE

NO

.

Buchanan, NY


BORING CO.: Aquifer Drilling and TestingSTABILIZATION TIME


DEPTHRefer to Table 6.1 for Groundwater Data

CASING

NO

TES

R16: Hard, fresh to severly weathered, fine grained, white to gray MARBLE, with faint, very thin, sub-vertical foliation: rough, close to wide, sub-horizontal to moderately dipping, clay gouge coated, slightly weathered joints/fractures; 77.0' - 77.2': Fracture zone: very soft, rough, very close, iron-oxide brown stained, moderately weathered, clay coated, sub-vertical joints/fractures.

R17: Hard, slightly weathered, fine grained white-gray-light brown MARBLE, with faint, very thin, sub-vertical foliation: rough, close to wide, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained

0

0

0

0

0

0










COORDINATES:NORTH:

DATUM: NGVD 1929 EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

2 R1 11-16 5.0/4.5 90 43 15

2 12

3 5

15 3 1

3 5

2.5 R2 16-21 5.0/5.0 100 45 7

3 7

3 6

20 3 2

2.5 2

2.5 R3 21-26 5.0/5.0 100 94 1

2 2

3 0

25 2.5 2

2.5 0

3 R4 26-30 5.0/4.9 98 86 2

3.5 1

3 0

3 2



HARDNOTES:

1. Performed 8-inch-diameter vacuum excavation to 7.5 feet. Spun and washed 4-inch-diameter HW casing from 7.5 to 11 feet (top of bedrock). Spun casing approximately 6 inches into the bedrock. Grout placbetween the exterior of the casing and the excavation sidewalls

FZ

FZ

FZ

FZ

FZ

FZ

R2: Hard, slightly weathered to fresh, fine grained, gray dolomitic MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

ROCK CORE: 3 7/8-inch diameter (HQ)

CASING SIZE: 4-inch diameter (HW)DATE START: 12/21/05ENGINEER: Anton Gallas/Maurice Ponti

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

85°-90°

<2

3'-10'

HARDNESS

2-4

WEATHERING

1'-3'

BORING NO. MW-32

DEPTH CASING

>30

VERY SOFT

ANGLE

1

GRANULAR SOILS

BPF

COHESIVE SOILS ROCK CORE CHARACTERISTICS

R4; Hard, fresh, fine grained gray dolomitic MARBLE, with faint, very thin to thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal to sub-vertical, slightly weathered joints/fractures.30.3'-31': Healed, very hard gray, sub-vertical, 2.5" thick quartz vein.

R3: Hard, fresh, fine grained gray MARBLE with close to moderately close, sub-horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures.


Top of Bedrock at 6.5 feet

FZ

>10'

FZ

41.0017869.10Indian Point Energy Center Entergy Nuclear Northeast

SAMPLE DESCRIPTION

G. SURF. EL.

CASING HAMMER: N.A.


DATE END : 1/10/06

DATE

SH. 1 OF 7BORING LOG

462953.48PROJECT NO:

604876.0378.90 feet


FOREMAN: D. WoodBORING CO.: ADT

STABILIZATION TIMEGROUND WATER READINGS

200

Buchanan, NY

FINAL BORING DEPTH (FT)

BORING No. MW-32

55°-85°

NO

TES

4-8

IN SITU PROPERTIES

WEATHERING

<2"

35°-55°

2"-1'

HARDNESS

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

15-30

10-30


0°-5°

5°-35°

NO. PER FT

(1) 0

ATTITUDE


Reviewed By: M.A. Ponti, Jr. - D.Schipper

0-4

SPACING/THICKNESS

SAMPLER HAMMER: N.A.

FRAC

TUR

ED Z

ON

E O

BSER

VED

R1: Moderately hard to hard, slightly weathered to fresh, fine grained gray dolomitic MARBLE, with faint, very thin, sub-vertical foliation: smooth,very close to close, sub-horizontal to sub-vertical, moderately to slightly weathered, iron-oxide stained joints/fractures.11.0'-23.0': Fractured zone: rough to smooth, very close to close, sub-horizontal to sub-vertical, moderately weathered, iron-oxide stained, joints/fractures.

DE

PTH

(FT)

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)




COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

30 3 4

3 R5 31-36 5.0/5.0 100 100 0

6.5 0

4 1

35 3 0

5 1

7 R6 36-41 5.0/5.0 100 100 0

4 2

4 FZ 1

40 5 2

4 1

4 R7 41-46 5.0/5.0 100 100 0

4 1

4 1

45 5 0

4 0

2 R8 46-51 5.0/4.6 92 82 1

4 0

3 0

50 3.5 1

2 8

3 R9 51-56 5.0/4.5 90 62 50 2

3 50 1

2 50 0

55 2 11

2 13

3 R10 56-61 5.0/4.4 88 64 5

4 11

4 0

4 0



HARDNOTES:

2. Complete loss of drilling fluid from 49 to 50 feet3. No drilling fluid return between 51 to 54 feet

2

3

0-4

4-10

GRANULAR SOILS

R9: Hard to medium hard, fresh to moderately weathered, fine grained, white gray, light brown MARBLE with faint very thin to thin, sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, severely weathered, iron-oxide stained joints/fractures;51.0'-54.0': Healed fault breccia; calcified, dolomitized mineralization;54.1'-57.8': Fractured zone: rough, very close to close, horizontal to vertical, severely weathered, iron-oxide stained joints/fractures.

R10: Hard to medium hard, fresh to severely weathered, gray-brown, fine grained MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, horizontal to vertical, severely weathered, iron-oxide stained, joints/fractures.56'-57.8': Fractured zone: Hard to medium hard, fresh to moderately weathered, fine grained, white gray, light brown MARBLE with faint very thin to thin, sub-vertical foilation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, severely weathered, iron-oxide stained joints/fractures.


2-4

COHESIVE SOILS

30-50 8-15

>50

10-30

WEATHERINGBPF

<2

HARDNESS

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE


PROJECT NO:

FOREMAN: D. WoodDRILLING RIG MODEL: CME L55 Track Rig BORING CO.: ADT GROUND WATER READINGS

462953.48604876.03

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

(2) 1-2

(3) 2-10

(4) 10-20

1'-3'

>10'

ATTITUDE

4-8

>30


0°-5°

5°-35°

<2"

15-30

NO. PER FT

(1) 0VERY SOFT

MW-32BORING NO.

85°-90°

55°-85°

35°-55°

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

FZ

R7: Hard, fresh, fine grained, white dolomitic MARBLE, with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal, to moderately dipping, iron-oxide stained joints/fractures.

R8: Hard to moderately hard, fresh to moderately weathered, fine grained, white MARBLE, with close to moderately close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained, joints/fractures;

50.2' - 50.5': green, highly weathered, mineralized rock;50.5' - 51.0': discontinuity - no recovery.

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

R-5: Hard, fresh, fine grained, white MARBLE, with faint, very thin to thin, sub-vertical foliation: smooth, close to moderately close, rough to smooth, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; healed mylonized texture.32.1' - 34.0' : gray quartz veins, moderately dipping, sub-vertical.

R6: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; healed mylonized zone. 38.2' - 38.3': Fracture zone: healed fractures with calcite mineralization.

BLO

WS

/ 6

INC

H

FZ

FZ

G. SURF. EL.

SH. 2 of 7

41.0017869.10

BORING LOG


BORING No. MW-32Reviewed By: M.A. Ponti, Jr. - D.Schipper

DEPTH CASING

78.90 feetBuchanan, NY

FINAL BORING DEPTH (FT) 200

STABILIZATION TIME


DATECASING SIZE: 4-inch diameter (HW) ENGINEER: Anton Gallas/Maurice Ponti Refer to Table 6.1 for Groundwater DataCASING HAMMER: N.A. DATE START: 12/21/05

DE

PTH

(FT)

SAMPLE DESCRIPTION

FRAC

TUR

ED Z

ON

E O

BSER

VED

IN SITU PROPERTIESNO. OF

FRACTURESPER FOOTHARDNESS WEATHERING

NO

TES







COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

60 4 1

4 R11 61-66 5.0/5.0 100 90 0

3 4

4 5

65 4 0

3 1

3 R12 66-71 5.0/5.0 100 100 0

3 0

3 0

70 3 0

3 0

3 R13 71-76 5.0/5.0 100 100 0

3 0

3 0

75 3 1

3 1

3 R14 76-81 5.0/5.0 100 100 0

4 1

4 0

80 3 0

4 0

4 R15 81-86 5.0/5.0 100 100 0

4 0

3 1

85 3 0

3 0

3 R16 86-91 5.0/5.0 100 66 1

3 13

3 2

3 0



HARDNOTES:

R11: Hard, fresh, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, very close to moderately close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.62.0'-63.6': Fractured zone, smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION

R12: Hard, fresh, fine grained, gray MARBLE, with faint, very thin to thin, sub-vertical foliation: no apparent joints/fractures.

78.90 feet

200

STABILIZATION TIME

G. SURF. EL.

FRAC

TUR

ED Z

ON

E O

BSER

VED

NO. OF FRACTURESPER FOOTHARDNESS

IN SITU PROPERTIES

WEATHERING

NO

TES

R15: Hard, fresh, fine grained gray MARBLE with faint, very thin to thin, sub-vertical to convoluted foliation: one smooth, widely spaced, sub-vertical, slightly weathered, joint/fracture.

COHESIVE SOILS

R13: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth, moderately close to wide, sub-vertical, iron-oxide stained joints/fractures.

R14: Hard, fresh, fine grained grey MARBLE with faint, very thin to thin, sub-vertical foliation: smooth, moderately close to wide, sub-vertical iron-oxide stained joints/fractures.

GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS

FZFZ

R16: Hard, fresh, fine grained, gray MARBLE, with faint, very thin to thin, sub-vertical foliation: smooth, very close to moderately close.86.0'-88.5': Fracture zone with white calcite veins; healed, thin, brecciated zones.


BORING LOG


ENGINEER: Anton Gallas/Maurice Ponti

GROUND WATER READINGSFOREMAN: D. Wood

604876.03Buchanan, NY

BORING CO.: ADT

462953.48

DEPTH

85°-90°

BORING NO. MW-32

HARDNESS

VERY SOFT <2"

NO. PER FT

(1) 0

1'-3'

>10'

ATTITUDE

4-8

>30

2"-1'

3'-10' 55°-85°

BPF


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

CASING HAMMER: N.A. DATE START: 12/21/05

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)


SA

MP

LE /

CO

RE

NO

.

SH. 3 of 7



SA

MP

LE D

EP

TH

N

VA

LUE

DATE END : 1/10/06

DE

PTH

(FT)

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

15-30

2-4

0-4

4-10

10-30


0°-5°

5°-35°

WEATHERING

35°-55°

<2

BORING No. MW-32

FZFZ

Refer to Table 6.1 for Groundwater DataDATE

Reviewed By: M.A. Ponti, Jr. - D.SchipperPROJECT NO: 41.0017869.10

CASING







COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

90 3 2

3 R17 91-96 5.0/5.0 100 100 0

3 0

3 0

95 3 0

4 1

3 R18 96-101 5.0/5.0 100 100 0

3 0

3 0

100 3 0

3 0

3 R19101-106 5.0/5.0 100 100 0

3 0

3 0

105 3 0

4 0

3 R20106-111 5.0/5.0 100 100 0

3 0

3 0

110 3 0

3 0

3 R21111-116 5.0/5.0 100 100 0

3 0

3 2

115 3 0

3 0

3 R22116-121 5.0/5.0 100 100 0

4 0

4 0

4 0



HARDNOTES:4) No drililng fluid return from 113 to 114 feet


0-4

ANGLEBPF NO. PER FT

(1) 0

COHESIVE SOILS

HARDNESS

0°-5°

SH. 4 of 7

462953.48

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

200604876.03

NO. OF FRACTURESPER FOOTWEATHERING

Buchanan, NY

HARDNESS

(2) 1-2

R18: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.


R21: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, close to widely spaced, sub-vertical, slightly weathered joints/fractures;112.0'-112.6': Healed breccia with white calcite veins.


VERY SOFT

BORING CO.: ADT


DE

PTH

(FT)


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH



BLO

WS

/ 6

INC

H

1'-3'


WEATHERING

(3) 2-10

(4) 10-20

2"-1'

R17: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: one smooth, wide sub-vertical, slightly weathered joint/fracture.

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

N

VA

LUE


R22: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures;116.8'-117.4': Healed white calcite veins.

10-30

15-30>50

30-50 8-15

2-4

4-8

4-10

<2

>30

55°-85°

85°-90°

35°-55°

4

BORING NO.

ATTITUDE

5°-35°

SPACING/THICKNESS

3'-10'

MW-32

FRAC

TUR

ED Z

ON

E O

BSER

VED

<2"

IN SITU PROPERTIES

NO

TES

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

>10'

SAMPLE DESCRIPTION

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

DATE END : 1/10/06

BORING LOG




G. SURF. EL.

BORING No. MW-32


78.90 feet

Reviewed By: M.A. Ponti, Jr. - D.SchipperPROJECT NO:

STABILIZATION TIMEDEPTH CASING

41.0017869.10







COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

120 4 0

3 R23121-126 5.0/5.0 100 100 0

2 1

3 0

125 3 0

3 0

3 R24126-131 5.0/5.0 100 100 0

2 0

2 2

130 3 1

3 0

2.5 R25131-136 5.0/5.0 100 90 1

3 1

3.5 0

135 6 4

3 1

3 R26136-141 5.0/5.0 100 88 2

3 0

3 1

140 3 3

3 1

3 R27141-146 5.0/5.0 100 100 1

3 0

3 1

145 3 0

3 0

3 R28146-151 5.0/5.0 100 100 0

3 0

3 0

3 0



HARDNOTES:

PROJECT NO: Buchanan, NY

BORING CO.: ADT

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

SA

MP

LE D

EP

TH


DE

PTH

(FT)

CASING HAMMER: N.A.

SA

MP

LE /

CO

RE

NO

. NO. OF FRACTURESPER FOOT

G. SURF. EL. 462953.48604876.03

NO

TES

WEATHERING

STABILIZATION TIME

200

BORING LOG




78.90 feet

FRAC

TUR

ED Z

ON

E O

BSER

VED

85°-90°

35°-55°

COHESIVE SOILS

15-30

NO. PER FT

(1) 0 <2 VERY SOFT

WEATHERINGHARDNESS

R27: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-vertical, iron-oxide stainedjoints/fractures.

R28: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: one rough, moderately close to wide, horizontal, slightly weathered, joint/fracture.


1'-3'

>10'

<2"

2"-1'

3'-10'

(3) 2-10

(4) 10-20

CASING

HARDNESS

IN SITU PROPERTIES

ANGLE

0°-5°

BORING NO. MW-32

ATTITUDE

4-8

>30

55°-85°

5°-35°

SPACING/THICKNESS

>50

(2) 1-2

SH. 5 of 7




DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

SAMPLE DESCRIPTION


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

30-50 8-15

10-30

4-10 2-4

0-4


R26: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-vertical iron-oxide stained joints/fractures; 139.3'-140.6' Fracture zone, smooth, close to moderately close, sub-vertical iron-oxide stained joints/fractures.

BPF

R23: Hard, fresh, fine grained, gray to white MARBLE, with faint, very thin,sub-vertical foliation: rough, widely spaced, sub-horizontal to sub-vertical slightly weathered joints/fractures.

R24: Hard, fresh, fine grained, gray to white MARBLE, with faint, very thin,sub-vertical foliation: rough, close to wide, sub-vertical, slightly weathered joints/fractures.

R25: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-vertical, slightly weathered joints/fractures;132.9'-133.2': Fracture zone, very close, slightly weathered, sub-vertical fractures;134.0'-134.4': Very soft, severely weathered zone; chloritized.

FZFZ

Reviewed By: M.A. Ponti, Jr. - D.SchipperBORING No. MW-32


41.0017869.10

DEPTH







COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

150 3 1

2.5 R29151-156 5.0/5.0 100 100 0

2.5 0

3.5 1

155 3 0

3 0

3 R30156-161 5.0/5.0 100 100 0

3 0

3 0

160 3 0

3 1

2.5 R31161-166 5.0/5.0 100 100 1

3 1

3.5 0

165 3 0

3 0

2.5 R32166-171 5.0/5.0 100 100 0

2.5 0

3 0

170 2.5 0

2.5 0

3 R33171-176 5.0/5.0 100 100 1

2.5 1

2.5 1

175 2.5 0

2.5 0

3 R34176-181 5.0/5.0 100 72 FZ 4

3 FZ 2

3.5 0

3.5 0



HARDNOTES:

>50

30-50 8-15

0-4

4-10

10-30

2-4

<2

4-8

55°-85°

5°-35° (2) 1-2

(3) 2-10

(4) 10-20

35°-55°

2"-1'


200

462953.48604876.03

G. SURF. EL.

BORING CO.: ADT


78.90 feet

SH. 6 of 7BORING LOG

Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO: 41.0017869.10



(1) 0


IN SITU PROPERTIES

WEATHERING

STABILIZATION TIME

HARDNESS


ATTITUDE



VERY SOFT

WEATHERINGBPF

RQ

D (%

)

N

VA

LUE

SAMPLE DESCRIPTION

<2"

R34: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, sub-vertical, iron-oxide joints/fractures.176.0- 177.4': Fracture zone, smooth to rough, very close to close, sub-vertical iron-oxide stained joints/fractures.


DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

CASING HAMMER: N.A.

15-30

NO. PER FT

>30

DEPTH CASING


R30: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, wide, sub-vertical slightly weathered joints/fractures.

R31: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close to wide, sub-vertical, slightly weathered joints/fractures.

R32: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: with no apparent joints/fractures.

HARDNESS

NO

TES

85°-90°

3'-10'

0°-5°


R29: Hard, fresh, fine grained, white MARBLE, with faint, sub-vertical, foliation: rough, wide, horizontal, slightly weathered joints/fractures.

1'-3'

BORING NO. MW-32

>10'

COHESIVE SOILS

DE

PTH

(FT)

Buchanan, NY


R33: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, close to wide, sub-vertical, slightly weathered joints/fractures.172.1'-173.4': Healed fractured zone, sub-vertical, slightly weathered, rough joints/fractures.

CASING SIZE: 4-inch diameter (HW)FOREMAN: D. Wood

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

BLO

WS

/ 6

INC

H

TOTA

L C

OR

E R

EC

(%)

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH








COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

180 3.5 1

2 R35181-186 5.0/5.0 100 94 1

2.5 FZ 2

2.5 0

185 3 1

3 0

3 R36186-191 5.0/5.0 100 100 0

2.5 0

3 0

190 3 0

3 1

2.5 R37191-196 5.0/5.0 100 100 1

2 0

2 0

195 2.5 0

2 0

2 R38196-200 4.0/4.0 100 100 0

2 0

3 1

200 2.5 0



HARDNOTES:5. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with ground surf


FRAC

TUR

ED Z

ON

E O

BSER

VED

DATE END : 1/10/06

SAMPLE DESCRIPTION


Buchanan, NY G. SURF. EL.


R36: Hard, fresh to slightly weathered, fine grained, white MARBLE, with one very thin, sub-vertical foliation: rough, wide, sub-vertical, slightly weathered joint/fracture.

GRANULAR SOILS COHESIVE SOILS ROCK CORE CHARACTERISTICS

N

VA

LUE

R35: Hard, fresh, fine grained, white MARBLE, with faint very thin, sub-vertical foliation: smooth, very close to moderately close, sub-vertical, slightly weathered joints/fractures;182.1'-182.3': Fracture zone, slightly weathered, sub-vertical fractures;182.9'-186.0': Slightly pitted texture.

55°-85°

1'-3'

BORING NO. MW-32

>10' 85°-90°

35°-55°

HARDNESS

VERY SOFT (1) 0


0°-5°<2"

NO. PER FTWEATHERING

5°-35°

NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING


ATTITUDE

DEPTH CASING

>30

2"-1'

3'-10'


DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH


DE

PTH

(FT)

RQ

D (%

)

FOREMAN: D. Wood

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

BPF

<2


2-4


Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO: 41.0017869.10


BORING CO.: ADT

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

15-30

0-4

4-10

10-30 4-8

End of Boring at 200 ft. 5

R37: Hard, fresh to slightly weathered, fine grained, white MARBLE, with one faint, very thin, moderately dipping to sub-vertical foliation: rough, wide, sub-horizontal, slightly weathered joint/fracture.

R38: Hard, fresh, fine grained, white MARBLE, with faint, very thin to thin, moderately dipping foliation: one rough, wide, horizontal, slightly weathered joint/fracture.

462953.48

DATE

200FINAL BORING DEPTH (FT)

STABILIZATION TIMEGROUND WATER READINGS

604876.0378.90 feet







COORDINATES:NORTH:


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

3

4 R1 13-16 3.0/3.0 100 77 0

15 4 1

4 0

4 R2 16-21 5.0/5.0 100 100 0

3 1

4 1

20 4.5 1

4 1

5 R3 21-26 5.0/5.0 100 100 0

4.5 1

4 1

25 4 0

4 2

5.5 R4 26-30 4.0/4.0 100 100 0

5.5 0

5 0

30 4.5 0


VERY LOOSE VERY SOFT 1 1 COMPLETE Very close/Very thin HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE Close/Thin SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE Mod Close/Mod Thick MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT Wide/Thick SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH Very Wide/Very Thick VERTICAL

HARDNOTES:

1. Performed 8-inch-diameter vacuum excavation from 0 to 6.5 feet (top of weathered bedrock). Spun and washed 4-inch-diameter casing through weathered bedrock from 6.5 to 13 feet. Interface sealed with gro2. No equipment installed. Boring left as an open borehole monitoring point; 8" diameter well vault installed within concrete, flush with the ground surfa

End of Boring at 30 feet.

R4: Hard, fresh to slightly weathered, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: rough, wide, sub-vertical, iron-oxide stained joints/fractures.27.6'-28.0': Slightly weathered, healed, calcified, brecciated zone.

R3: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin tothin, sub-vertical foliation: smooth to rough, close to moderately close, subhorizontal, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION


Top of Weathered Bedrock at 6.5 feet.

R2: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical to vertical foliation: rough, close to moderately close, horizontal, iron-oxide stained joints/fractures.

BORING LOG

FINAL BORING DEPTH : 30 feet



18.88 feet


SH. 1 of 1


FRAC

TUR

ED Z

ON

E O

BSER

VED WEATHERING

DATE START: 12/7/05

R1: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical to vertical foliation: smooth to rough, very close to moderately close, horizontal to sub-vertical, iron-oxide stained joints/fractures.

35°-55°

BORING NO. MW-33

DEPTH CASING

2-4

1'-3'

>30

(3) 3-10


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

GRANULAR SOILS

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

10-30

WEATHERING

4-8

CASING HAMMER: N.A.

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

BLO

WS

/ 6

INC

H

41.0017869.00

STABILIZATION TIME

462995.54604767.86

Boring No. MW-33Reviewed by: M.A. Ponti, Jr. - D. Schipper


55°-85°

>50

30-50 8-15 (4) 11-20 3'-10'

15-30 85°-90°>10'

5°-35°

ROCK CORE CHARACTERISTICSHARDNESS

2"-1' (2) 1-2

NO. PER FT

(1) 0


<2"

BPF

<2 VERY SOFT

JOINT/FRACTURE CHARACTERISTICSCOHESIVE SOILS

0°-5°

ATTITUDE

0-4

4-10

2


HARDNESS

IN SITU PROPERTIES

PROJECT NO:Buchanan, NY


G. SURF. EL.


NO

TES

1




Reviewed by: M.A. Ponti, Jr. - D. SchipperCOORDINATES:NORTH:EAST:

FINAL BORING DEPTH (FT): 30 feet

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

3 R1 7-11 4.0/3.6 91 80 2

4.0 2

10 3 1

4 6

3 R2 11-16 5.0/4.8 96 93 3

3 1

3 0

15 3 0

2.5 0

3 R3 16-21 5.0/5.0 100 98 1

4 0

3 1

20 3 1

3 1

2 R4 21-26 5.0/5.0 100 100 0

3 0

2 1

25 3 0

3 1

3 R5 26-30 4.0/3.8 94 94 0

4 1

3 1

30 3 0

3.00 CONSISTENCY

VERY LOOSE VERY SOFT 1 1 COMPLETE VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Performed 8-inch-diameter vacuum excavation from 0 to 5 feet. Spun and washed 4-inch-diameter casing from 5 to 7 feet (top of bedrock). Interface sealed with gro2. No equipment installed. Boring left as an open borehole monitoring point; 8" diameter well vault installed within concrete, flush with ground surfa

2

R3: Hard, moderately to slightly weathered, moderately to slightly fractured, fine grained gray MARBLE with moderately close, sub-horizontal to moderately dipping, rough with slightly to moderately weathered joints/fractures;12.0'-14.1': Slightly weathered, pitted, iron-oxide stained, texture along calcified joints/fractures.

R4: Hard, fresh, moderately close to close, fine grained, gray MARBLE with no apparent foliation: smooth, moderately close, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures; trace pitted texture.

R5: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: rough, moderately close to close, sub-horizontal to moderately dipping, slightly to moderately weathered joints/fractures.

R2: Hard, fresh to moderately weathered, fine grained, gray brown MARBLE with faint, very thin to thin, moderately to sub-vertical foliation: rough, moderately close, horizontal to sub-vertical, iron-oxide stained, moderately weathered joints/fractures; healed breccia.

End of Boring at 30.0'.


RQ

D (%

)


R1: Hard, fresh to moderately weathered, fine grained, gray brown MARBLE with no apparent foliation: smooth to rough, very close to moderately close, horizontal to moderately dipping, iron-oxide stained joints/fractures;10.7'-11.3': Moderately weathered, iron-oxide stained zone.



BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

FRAC

TUR

ED Z

ON

E O

BSER

VED

18.48 feet

35°-55°

55°-85°

BORING NO. MW-34

CASING SIZE: 4-inch-diameter (HW)CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

(1) 0

ROCK CORE: 3 7/8-inch-diameter (HQ)

1'-3'

DEPTH CASING

ATTITUDE

4-8

>30

DATE START: 12/7/05

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

>10'

SAMPLE DESCRIPTION


PROJECT NO: 41.0017869.00

SH. 1 of 1

BORING No. MW-34BORING LOG


N

VA

LUE

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

85°-90°>50

30-50 8-15

3.00

(2) 1-2

(3) 3-10

(4) 11-20

5°-35°

3.00



NO. PER FT

4.00

3.00

WEATHERING

VERY SOFT 0°-5°

G. SURF. EL.

BPF

<2

HARDNESS

Buchanan, NY

DATE END : 12/8/05


462976.79604755.31

IN SITU PROPERTIES

WEATHERING

DATUM: NGVD 1929


STABILIZATION TIME



HARDNESS

NO

TES

1





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

4 R1 8-11 3.0/2.8 94 80 3

10 4 3

4 0

4 R2 11-16 5.0/5.0 100 100 0

5 0

5 0

15 5 2

4 0

5 R3 16-21 5.0/5.0 100 100 0

4 1

4 0

20 4 0

4 3

3 R4 21-26 5.0/5.0 100 88 1

3.5 2

3 0

25 3 1

3 0

3 R5 26-30 4.0/3.8 96 88 0

3.5 0

3 1

30 3.5 3



HARDNOTES:

1. Performed 8-inch-diameter vacuum excavation from 0 to 5.5 feet. Spun and washed 4-inch-diameter casing from 5.5 to 8 feet. Interface sealed with gro2. No equipment installed. Boring left as an open borehole monitoring point; 8" diameter well vault installed within concrete, flush with ground surfa

FZ

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, moderately close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures; trace pitted texture.

R5: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to wide, sub-vertical, iron-oxide stained joints/fractures; slightly pitted texture;28.8'-29.4': Fractured zone, rough to smooth, very close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

2End of Boring at 30 feet

462962.18604744.19DATUM: NGVD 1929


R2: Hard, slightly weathered, fine grained, gray brown MARBLE with faint, very thin, moderately dipping foliation: rough, close to moderately close, horizontal, silt coated, iron-oxide stained, slightly weathered joints/fractures; slightly pitted texture.

NO

TES

DATERefer to Table 6.1 for Groundwater Data

SAMPLE DESCRIPTION


IN SITU PROPERTIES

WEATHERING

FRAC

TUR

ED Z

ON

E O

BSER

VED

1

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

FZ

FZ

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

BORING LOG




SH. 1 of 1

Buchanan, NY



(3) 3-10

85°-90°>10'

1'-3'

BORING NO. MW-35

35°-55°

DEPTH CASING

ATTITUDE

4-8

>30

<2"

2-4

55°-85°

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

ROCK CORE: 3 7/8-inch diameter (HQ)CASING HAMMER: N.A.

DRILLING RIG MODEL: CME LC55 Track MountedSAMPLER HAMMER: N.A.

DE

PTH

(FT)

PROJECT NO: 41.0017869.00

STABILIZATION TIME

18.60 feet

3'-10'

0°-5°

>50

30-50 8-15 (4) 11-20

15-30

5°-35°

ROCK CORE CHARACTERISTICSHARDNESS ANGLESPACING/THICKNESS

2"-1' (2) 1-2

NO. PER FT

(1) 0

4-10

10-30

WEATHERINGBPF

<2 VERY SOFT0-4

COHESIVE SOILSGRANULAR SOILS

R4: Hard, fresh to slightly weathered, fine grained gray to pink MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, very close to wide, sub-vertical, silt coated, iron-oxide stained joints/fractures; slightly to moderately pitted texture.

R1: Hard, slightly weathered, fine grained, gray brown MARBLE with faint, very thin, moderately dipping foliation: smooth to rough, very close to close, horizontal to sub-vertical, iron-oxide stained joints/fractures; slightly to moderately pitted texture; fractured zone 8'-10'.



BORING No. MW-35

DATE END : 12/6/05DATE START: 12/5/05

G. SURF. EL.





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10 S1 10-12 12 - 16 24/20

17 - 18

15 S2 15-17 30 - 13 24/19

9 - 5

20

25 8 R1 24-29 5.0/3.5 70 25

16

15

22 FZ 12

16 FZ 2

30 5 R2 29-34 5.0/5.0 100 86 FZ 3



HARDNOTES:

1. Performed hand excavation to 4 feet. Spun and washed 6-inch-diameter (SW) casing from 4 to 24 feet. Casing spun approximately 6 inches into bedrocCasing Removed after well completion

11.80 feet


DATUM: NGVD 1929

DATE

463090.60604657.59

1

<2


VERY SOFT

COHESIVE SOILS

10-30


0°-5°

5°-35°

WEATHERING

<2"0-4

NO. PER FTBPF

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

2-4

15-30

4-10

CASING HAMMER: N.A.

BORING CO.: ADT

DE

PTH

(FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

Indian Point Energy Center Entergy Nuclear Northeast 41.0017869.00

BORING No. MW-36

PROJECT NO:

DATE START: 1/18/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

(1) 0

R1: Hard, fresh, fine grained gray - white MARBLE, with no apparent foliation ; smooth, close to very close, sub-horizontal to sub-vertical, slightly to moderately weathered, joints/fractures.

ATTITUDE

4-8

>30

DEPTH CASING

85°-90°

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING

35°-55°

55°-85°


1'-3'

BORING NO. MW-36

>10'

NO

TES

Top 10": Dense, gray, fine, moist SAND, trace Silt.

Bottom 10": Fragments of white - gray MARBLE.

BORING LOG




SH. 1 of 2

SAMPLER: Wireline Core BarrelSAMPLER: Split Spoon

GRANULAR SOILS


G. SURF. EL.

27.8'-28.2' Fracture Zone: Very close, moderately to sub-vertical, dark gray iron-oxide stained, joints/ fractures.

S2: Medium dense, gray, fine to coarse SAND, some fine Gravel, trace Silt.

FRAC

TUR

ED Z

ON

E O

BSER

VED

SAMPLE DESCRIPTION

Buchanan, NY


CO

RIN

G (M

IN/F

T)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

CASING SIZE: 6-inch diameter (SW)





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

9 1

8 2

11 2

11 1

35 12 R3 34-39 5.0/5.0 95 85 1

11 0

11 5

9 1

11 1

40 9 R4 39-44 5.0/5.0 100 100 FZ 2

10 FZ 1

14 1

15 0

16 1

45 10 R5 44-49 5.0/5.0 100 72 2

14 3

15 0

17 1

17 2

50 9 R6 49-54 5.0/5.0 100 86 2

15 2

15 2

16 2

17 2

55 3



HARDNOTES:

2. Monitoring wells installed within the borehole (refer to installation log for details); 8" diameter well vault installed within concrete, flush with the ground surf


G. SURF. EL.DATUM: NGVD 1929

DATE

FRAC

TUR

ED Z

ON

E O

BSER

VED

463090.60604657.59

STABILIZATION TIME

NO

TES

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

FZ

FZ

R2: Hard, slightly weathered to fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;27.0'-33.0': Fracture zone, rough to smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R3: Moderately hard to hard, slightly weathered to fresh, fine grained, grayto white MARBLE with faint, very thin to thin, sub-vertical foliation: rough to smooth, very close to close, horizontal to sub-horizontal, moderately weathered, iron-oxide stained joints/fractures;36.7'-37.9': Slightly weathered, moderately pitted texture.

R4: Hard, slightly weathered to fresh, fine, grained gray to white MARBLE with no apparent to faint, very thin, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stainedjoints/fractures.39.5'-40.6': Fracture zone: smooth to rough, very close, sub-horizontal to sub-vertical.

FZ

GRANULAR SOILS

Buchanan, NY


SAMPLE DESCRIPTION

DE

PTH

(FT)

CO

RIN

G (M

IN/F

T)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH


BORING LOG




11.80 feet


SH. 2 of 2

>10'

1'-3'

BORING NO. MW-36

85°-90°

35°-55°

3'-10' 55°-85°

DEPTH CASING

ATTITUDE

4-8

>30

NO. PER FT

(1) 0

HARDNESS

VERY SOFT

WEATHERING

DATE START: 1/18/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

15-30

BPF

<2

>50

(2) 1-2

PROJECT NO: 41.0017869.00


BORING No. MW-36

CASING SIZE: 6-inch diameter (SW)CASING HAMMER: N.A.

BORING CO.: ADT

HARDNESS

IN SITU PROPERTIES

WEATHERING

SAMPLER: Wireline Core BarrelSAMPLER: Split Spoon


30-50 8-15

10-30

0-4

4-10

(3) 2-10

(4) 10-20

0°-5°

5°-35°

<2"

2-4 2"-1'


R6: Hard, fresh, fine grained, white to light gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal, iron-oxide stained joints/fractures;50.5'-53.5': Fracture zone: smooth to rough, very close, sub-horizontal, iron-oxide stained joints/fractures.

End of Boring at 54 feet

2FZ

FZ

FZ

FZ

FZ

R5: Hard to moderately hard, fresh to moderately weathered, fine grained light brown-white MARBLE with no apparent foliation: rough, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;44.5'-46.0': Fracture zone, slightly to moderately weathered, pitted, rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained, moderately weathered iron-oxide stained joints/fractures.

FZ








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

15

20

S-1 22-24 17-37 79 2.0/1.6

42-43

25

10 R-1 25-30 5.0/5.0 100 30 5 2

9 5 9

12 5 5

14 5 7

11 5 11



HARDNOTES:

1. Approximately 8-inch-thick void observed beneath the concrete floor slab2. Drilled to about 5.5 feet with a 3 7/8-inch-diameter roller bit (void encountered by 4.5 and 5.5 feet3. Spun and washed 4-inch-diamater (HW) casing from 0 to 22 feet and took S-14. Removed HW casing and spun and washed 6-inch-diamater (SW) casing from 0 to 25 feet (top of bedrock). SW casing spun about 6-inches into the bedrock. Interface stabilized with gro5. Borehole advanced using fourth gear between 25 and 57 feet b.e.g

2

5

NO

TES

R-1: Hard, fresh, gray MARBLE with no apparent foln: smooth to rough, very close to close sub-horizontal to sub-vertical, iron-oxide joint/fractures.25' - 33': Fractured zone: smooth, rough, very close to close, sub-horizontal to sub-vertical, iron-oxide joint/fractures.

4-10

10-30

WEATHERING

2-4


2"-1'

3'-10'

35°-55°


VERY CLOSE/VERY THIN

CLOSE/THIN

0°-5°

463075.37604604.87


FINAL BORING DEPTH: 57 feetDATUM: NGVD 1929

15.02 feet


41.0017869.00



BORING No. MW-37

PROJECT NO:

IN SITU PROPERTIES

WEATHERING


3

4

HARDNESS

>50

30-50

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

N

VA

LUE

<20-4

BPF

DATEFOREMAN: Dave Carter

VERY SOFT

CASING SIZE: 4-inch and 6-inch diamater (HW and SW)

ATTITUDE

4-8

>30

CASING STABILIZATION TIME

MOD CLOSE/MOD THICK

FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

HARDNESS

(2) 1-2

(3) 3-10

(4) 11-20 8-15

85°-90°

WIDE/THICK

VERY WIDE/VERY THICK

55°-85°

>10'

BORING NO.

5°-35°

DRILLING RIG MODEL: Davie DK515SAMPLER HAMMER: N.A

ENGINEER: Anton GallasCASING HAMMER: N.A.

1'-3'

GRANULAR SOILS

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE D

EP

TH

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

Buchanan, NY

ROCK CORE: 3 7/8-inch-diameter (HQ) DATE END : 1/09/06

SAMPLE DESCRIPTION

G. SURF. EL.

DEPTH

Dril

ling

Flui

d Lo

ss

(Gal

lons

)


DATE START: 1/04/06

(No Soil Samples Taken 0 to 22 feet)

1

MW-37

S-1: Split-spoon sample taken at 22.0-24.0'. Very dense, wet, gray fine tomedium SAND, some rock fragments, little Silt.


FZ

FZ

FZ

FZ

FZ


<2"





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

13 R-2 30-35 5.0/5.0 100 66 5 FZ 5

12 5 FZ 8

14 5 3

15 5 0

35 7 5 0

8 R-3 35-40 5.0/5.0 100 100 25 0

11 50 0

10 0

12 80 1

40 13 0

12 R-4 40-45 5.0/5.0 100 100 0

7 0

7 0

10 0

45 10 0

12 R-5 45-50 5.0/5.0 100 100 1

14 2

14 1

14 0

50 12 0

12 R-6 50-55 5.0/5.0 100 100 0

12 0

10 0

9 1

55 10 1

8 R-7 55-57 2.0/2.0 100 30 FZ 8

12 FZ 8

60



HARDNOTES:

6. Lost drilling fluid between 55 and 57 feet7. Monitoring wells installed within the borehole (refer to installation log for details); 8" diameter well vault installed within concrete, flush with the ground surf

15.02 feet

GRANULAR SOILS

Buchanan, NY

ROCK CORE: 3 7/8-inch-diameter (HQ) DATE END : 1/09/06

SAMPLE DESCRIPTION

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

FRAC

TUR

ED Z

ON

E O

BSER

VED

>10' VERY WIDE/VERY THICK

BORING NO.

85°-90°

1'-3'

WIDE/THICK

MW-37

35°-55°

55°-85°

MOD CLOSE/MOD THICK


ATTITUDE ANGLE


NO

TES

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING

DEPTH CASING

>30

>50

30-50

15-30

8-15


DATE START: 1/04/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

CASING SIZE: 4-inch and 6-inch diamater (HW and SW)CASING HAMMER: N.A.

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

R-4: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin sub-horizontal to sub-vertical foliation: no apparnt joints/fractures; trace disseminated pyrite; trace mica, trace foliated breccia clasts.


VERY SOFT

3'-10' (4) 11-20

SPACING/THICKNESS

COHESIVE SOILS

ENGINEER: Anton GallasFOREMAN: Dave Carter

TOTA

L C

OR

E R

EC

(%)

R-3: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, smooth, wide, sub-vertical, iron-oxide stained joints/fractures.


FINAL BORING DEPTH: 57 feetGROUND WATER READINGS

PROJECT NO:

DATUM: NGVD 1929G. SURF. EL. 463075.37

604604.87



BORING No. MW-37

41.0017869.00

DRILLING RIG MODEL: Davie DK515SAMPLER HAMMER: N.A

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

RQ

D (%

)

N

VA

LUE

BPF

<2

(2) 1-2

(3) 3-10

WEATHERING NO. PER FT

(1) 00-4

4-10

10-30

2-4

4-8

CLOSE/THIN

0°-5°

5°-35°2"-1'

<2"

End of Boring at 57 Feet

R-7: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical to moderately dipping foliation: smooth, wide to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures trace of disseminated pyrite, mica, breccia clasts. 55.5’ -56.5': Fracture zone, smooth close, subhorizontal to sub-vertical, iron-oxide stained joints/fractures.

R-6: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, medium to sub-vertical foliation: smooth, wide to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

53.4': trace disseminated pyrite, mica, breccia clast.

6

7

R-5: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth, close to moderately close, sub-vertical, iron-oxide stained joints/fractures; trace mica, disseminated pyrite; trace foliated breccia clasts;







BORING NO. MW-38440 NINTH AVENUE, 18th FLOOR SHEET 1 of 2

NEW YORK, NEW YORK 10001 GZA PROJECT NO. 41.0017869.1

PROJECT LOCATION Indian Point

BORING CO. ADT DRILLING RIG CME 55 BORING COORDINATES N 603810.21 E 462505.68FOREMAN Doug Wood TYPE OF DRILLING GROUND SURFACE EL.(FT) 14.34 ft DATUM NGVD 1929

GZA ENG. Anton Gallas SW FINAL BORING DEPTH (FT) 40 ft DATE START/END 11/29-12/1/05

Reviewed by: M.A. Ponti, Jr. - D. Schipper

SAMPLER: UNLESS OTHERWISE NOTED, SAMPLER CONSISTS OF GROUNDWATER READINGS

A 2" SPLIT SPOON DRIVEN USING A 140 lb. HAMMER FALLING 30 IN DATE TIME WATER CASING STABILIZATION TIME

TYPE OF HAMMER: AUTOMATIC DONUT

SAFETY SLIDING

CASING SIZE: 6" CORE SIZE N/A

SAMPLE DESCRIPTION PROFILE

NO DEPTH PEN / REC RECOVERY BLOWS per 6"

( Feet) (inch / inch) ( %) RQD (%)

0

1

5

10

S-1 14.5-16.5 24/20 3-8

15 11-17

20

25 S-2 24-26 24/18 4-5

4-3

30

GRANULAR SOILS COHESIVE SOILS NOTES:BLOWS/FT DENSITY BLOWS/FT DENSITY 1. Performed vacuum excavation from 0 to 7 feet.

0-4 VERY LOOSE <2 VERY SOFT 2. Drove and washed casing to sampling depths from 7 to 38 feet.

4-10 LOOSE 2-4 SOFT

10-30 MEDIUM DENSE 4-8 M. STIFF

30-50 DENSE 8-15 STIFF

>50 VERY DENSE 15-30 V. STIFF

>30 HARD

GZA BORING NO. MW-38

NO

TESDEPTH

feet

B O R I N G L O G

GEOTECHNICAL CONSULTANTS

GZA GEOENVIRONMENTAL OF NEW YORKIndian Point Energy Center

Buchanan, NY

Entergy

SAMPLE

Medium dense, fine to coarse, gray Gravel, little fine to coarse Sand, trace Silt, wet.

Boring was advanced with vacuum truck from 0.2 ft to 7.0 ft.

Loose, brown fine to coarse SAND, some fine Gravel, little Silt.

REFER TO TABLE 6.1 FOR GROUNDWATER DATA

MRC-Mud Rotary with continuous casing

SW-Spin and Wash

HSA-Hollow Stem Auger

MR-Mud Rotary

BORING NO. MW-38440 NINTH AVENUE, 18th FLOOR SHEET 2 of 2NEW YORK, NEW YORK 10001 GZA PROJECT NO. 41.0017869.1

PROJECT LOCATION Indian Point

BORING CO. ADT DRILLING RIG CME 55 BORING COORDINATES N 603810.21 E 462505.68FOREMAN Doug Wood TYPE OF DRILLING GROUND SURFACE EL.(FT) 14.34 ft DATUM NGVD 1929

GZA ENG. Anton Gallas SW FINAL BORING DEPTH (FT) 40 ft DATE START/END 11/29-12/1/05

Reviewed by: M.A. Ponti, Jr. - D. SchipperSAMPLER: UNLESS OTHERWISE NOTED, SAMPLER CONSISTS OF GROUNDWATER READINGSA 2" SPLIT SPOON DRIVEN USING A 140 lb. HAMMER FALLING 30 IN DATE TIME WATER CASING STABILIZATION TIME

TYPE OF HAMMER: AUTOMATIC DONUTSAFETY SLIDING

CASING SIZE: 6" CORE SIZE N/ASAMPLE DESCRIPTION PROFILE

NO DEPTH PEN / REC RECOVERY BLOWS per 6"( Feet) (inch / inch) ( %) RQD (%)

30 S-3 29-31 24/15 3-1314-18

35

S-4 38-40 24/18 11-1340 15-27

45

50

55

60

GRANULAR SOILS COHESIVE SOILS NOTESBLOWS/FT DENSITY BLOWS/FT DENSITY 3. Installed monitoring well within borehole (refer to installation log for details).

0-4 VERY LOOSE <2 VERY SOFT

4-10 LOOSE 2-4 SOFT10-30 MEDIUM DENSE 4-8 M. STIFF30-50 DENSE 8-15 STIFF>50 VERY DENSE 15-30 V. STIFF

>30 HARD

GZA BORING NO. MW-38

HSA-Hollow Stem AugerMR-Mud Rotary

Medium dense, gray fine to medium SAND, little Silt.

End of boring at 40 feet

Medium dense, gray fine GRAVEL, some coarse to fine Sand, little Silt.

B O R I N G L O G

GEOTECHNICAL CONSULTANTS

GZA GEOENVIRONMENTAL OF NEW YORKIndian Point Energy Center

Buchanan, NY

Entergy

REFER TO TABLE 6.1 FOR GROUNDWATER DATA

MRC-Mud Rotary with continuous casingSW-Spin and Wash

DEPTH

NO

TES

feetSAMPLE


1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

15

20

25 2 R1 2.5/2.0 80 72 NA

4 2

2 0

2 R2 27-32 5.0/4.5 100 90 0

3 2

30 3 2



HARDNOTES:1. Performed 8-inch-diameter vacuum excavation fto 8 feet. Spun and washed 4-inch-diameter (HW) casing from 8 to 24.5 feet (top of bedrock). Casing spun approximately 6 inches into bedroInterface sealed with grout. NA indicates no data available

ATTITUDE




0°-5°

41.0017869.10

Buchanan, NY 462425.51604676.87


G. SURF. EL. 81.83 feetDATUM: NGVD 1929



BORING No. MW-39

PROJECT NO:

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

>50

CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N/A

ENGINEER: Daniela Bastos/Maurice Ponti

(4) 11-2030-50 8-15

10-30

4-10

DRILLING RIG MODEL: CME 55 Truck RigSAMPLER HAMMER: N.A.

<20-4

BPF

VERY SOFT


4-8

>30

NO

TES

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)


2-4

DEPTH CASINGGROUND WATER READINGS

<2"

STABILIZATION TIME

SAMPLE DESCRIPTION

FOREMAN: Doug WoodBORING CO.: Aquifer Drilling and Testing

DATE START: 2/1/06

HARDNESS

IN SITU PROPERTIES

WEATHERING

(2) 1-2

(3) 3-10

15-30

NO. PER FT

(1) 0

WEATHERING

>10'

35°-55°

2"-1'

3'-10' 55°-85°

5°-35°

1'-3'

BORING NO. MW-39

85°-90°

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

FRAC

TUR

ED Z

ON

E

O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)


GRANULAR SOILS

24.5-27

R2: Hard, slightly weathered to fresh, fine grained gray MARBLE with faint, very thin, sub-horizontal to sub-vertical, slightly to moderately weathered, iron-oxide stained joints/fractures.

COHESIVE SOILS

(No Soil Samples Taken )

R1: Hard, slightly weathered to fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: rough, very close, sub-vertical, moderately weathered, iron-oxide stained joints/fractures; faint mylonized texture.


DATE END : 2/10/06

1





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

4 1

4 1

3 R3 32-37 5.0/5.0 100 100 0

3 2

35 4 3

4 0

4 0

2 R4 37-42 5.0/5.0 100 100 0

3 2

40 4 3

4 0

4 0

4 R5 42-47 5.0/5.0 100 100 2

4 0

45 4 0

4 1

4 0

4 R6 47-52 5.0/5.0 100 95 0

4 1

50 3 0

3 0

4 0

3.5 R7 52-57 5.0/5.0 100 100 1

3 0

55 3.5 0

3.5 0

3.5 0

4 R8 57-62 5.0/5.0 100 100 0

3 0

60 3 0



HARDNOTES:

462425.51604676.87

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING

DE

PTH

(FT)

SA

MP

LE /

CO

RE

NO

.

R4: Hard, fresh, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth, very close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures.

SA

MP

LE D

EP

TH (F

T)

R5: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: close to moderately close, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures.

FRAC

TUR

ED Z

ON

E

O

BSER

VED

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

>10'

2"-1'

3'-10'

1'-3'

DATUM: NGVD 1929

BORING LOG




81.83 feet

CASING SIZE: 4-inch diameter (HW)CASING

G. SURF. EL.

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: one smooth, wide, sub-horizontal to vertical, slightly weathered, joint/fracture.

Buchanan, NY

BORING CO.: Aquifer Drilling and TestingDATE

85°-90°

35°-55°

55°-85°

BORING NO. MW-39

CASING HAMMER: N/A

<2"

2-4

COHESIVE SOILS

15-30

>30

>50

30-50

10-30

DEPTH

NO

TES

SAMPLE DESCRIPTION


HARDNESS

(4) 11-20 8-15

ATTITUDE


5°-35°

0°-5°VERY SOFT (1) 0

(2) 1-2

(3) 3-10

R8: Hard, fresh, fine grained, light gray to white MARBLE with faint, very thin, to thin, convoluted to sub-vertical foliation: one rough, moderately close to wide, sub-vertical, iron-oxide stained joint/fracture.

R7: Hard, fresh, fine grained white to gray MARBLE with faint, very thin, sub-vertical to convoluted foliation: one smooth, widely spaced, sub-horizontal, iron-oxide stained joint/fracture.

ANGLESPACING/THICKNESSWEATHERING NO. PER FT


DATE START: 2/1/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

4-8

0-4

4-10

PROJECT NO: 41.0017869.10

BORING No. MW-39SH. 2 OF 7


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE


FOREMAN: Doug Wood

C

OR

ING

(MIN

/FT)

GRANULAR SOILS

BPF

<2

HARDNESS












1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 0

4 1

3 R9 62-67 5.0/5.0 100 95 0

4 1

65 4 2

3 0

4 0

3.5 R10 67-72 5.0/5.0 100 100 0

3 1

70 3.5 1

3 1

3.5 1

3.5 R11 72-77 5.0/5.0 100 100 1

3 0

75 3.5 0

3 1

4 1

4 R12 77-82 5.0/5.0 100 100 1

3 0

80 4 1

4 1

4 1

4 R13 82-87 5.0/5.0 100 100 0

3 0

85 4 0

3 0

4 0

4 R14 87-92 5.0/5.0 100 82 6

3.5 0

90 4 5



HARDNOTES:

2"-1'

462425.51604676.87

0°-5°

HARDNESS

IN SITU PROPERTIES

WEATHERING


0-4

4-10

WEATHERING

GRANULAR SOILS ROCK CORE CHARACTERISTICS

VERY SOFT

COHESIVE SOILS

BPF

<2

HARDNESS

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

2-4

15-30


<2"

NO. PER FT

(1) 0

41.0017869.10



R11: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal, iron-oxide stained joints/fractures.

SA

MP

LE /

CO

RE

NO

.

PROJECT NO:

N

VA

LUE


SA

MP

LE D

EP

TH (F

T)

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)



DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

4-8

>30

SAMPLE DESCRIPTION


ATTITUDE

55°-85°

5°-35°

35°-55°

NO

TES

FRAC

TUR

ED Z

ON

E

O

BSER

VED


R14: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures; mylonized texture.

1'-3'

BORING NO. MW-39

85°-90°>10'

3'-10'


R12: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal, iron-oxide stained joints/fractures; mylonized texture.

GROUND WATER READINGSSTABILIZATION TIMEDEPTH CASING



DATE START: 2/1/06

R9: Hard, fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, close to moderately close, sub-vertical, iron-oxide stained joints/fractures; mylonized texture.

BORING No. MW-39

DATUM: NGVD 1929


81.83 feetBuchanan, NY G. SURF. EL.

R10: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, close to moderately close, horizontal to sub-horizontal, iron-oxide stained joints/fractures; mylonized texture.











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 0

3 0

3 R15 92-97 5.0/5.0 100 100 0

3 2

95 3 0

2 0

4 0

3 R16 97-102 5.0/5.0 100 80 0

2 0

100 5 X 10

2 2

4 0

4 R17102-107 5.0/5.0 100 85 1

4.5 0

105 4.5 1

4 5

4 0

3.5 R18107-112 5.0/5.0 100 100 0

4 0

110 3.5 0

4 0

4 0

4 R19112-117 5.0/5.0 100 82 0

3 0

115 3 4

4 0

4 0

3 R20117-122 5.0/5.0 100 100 0

3 0

120 3 0



HARDNOTES:

2. RQD affected by one sub-vertical weathered joint/fracture between 99 and 100 feet

FZ

FZ

STABILIZATION TIME


2

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

NO

TES

R17: Hard, fresh, fine grained, gray MARBLE with faint very thin, sub-vertical foliation: rough to smooth, very close, slightly weathered, sub-vertical, iron oxide stained joints/fractures; mylonized texture;104.9'-105.6': Fractured zone, rough to smooth, very close, slightly weathered, sub-vertical, iron-oxide stained joints/fractures; mylonized texture.

R18: Hard, fresh, fine grained, gray MARBLE with faint, very thin, horizontal to sub-vertical foliation: no apparent joints/fractures.

Buchanan, NY


G. SURF. EL.

BORING LOG




81.83 feet

FOREMAN: Doug Wood

SH. 4 OF 7


BORING NO. MW-39

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

>10'

BPF

35°-55°

55°-85°

ATTITUDE

4-8

>30

DATE START: 2/1/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

SAMPLE DESCRIPTION

FRAC

TUR

ED Z

ON

E

O

BSER

VED

CASING HAMMER: N/A

HARDNESS

IN SITU PROPERTIES

WEATHERING


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE



<2

HARDNESS

R20: Hard, fresh, sound, fine grained, gray MARBLE with faint, very thin, sub-vertical to convoluted foliation: no apparent joints/fractures; trace pyrite clustes within matrix.

R19: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical to convoluted foliation: smooth, very close to wide, horizontal to sub-vertical, iron-oxide stained joints/fractures; mylonized texture;114.1'-115.0': Fractured zone, very close, rough to smooth, horizontal to sub-vertical, iron-oxide stained joints/fractures.

R15: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical to convoluted floatation: two, rough to smooth, close, sub-vertical, iron-oxide stained joints/fractures; mylonized texture.

101.0' Dissolution with pitting and vugs.

R16: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical to convoluted foliation: rough, wide, sub-vertical, slightly weathered joints/fractures; mylonized texture.



0°-5°VERY SOFT

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

85°-90°

0-4

4-10

WEATHERING


BORING No. MW-39

DATUM: NGVD 1929


PROJECT NO: 41.0017869.10

DEPTH

462425.51604676.87

CASING











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 0

3 0

3 R21122-127 5.0/5.0 100 95 2

4 0

125 3 0

3 2

3 0

4 R22127-132 5.0/5.0 100 94 1

3 2

130 3 0

4 1

4 1

3 R23132-137 5.0/5.0 100 100 0

4 1

135 3 0

3 0

3 0

4 R24137-142 5.0/5.0 100 100 0

4 0

140 4 0

3 1

3 0

3 R25142-147 5.0/5.0 100 100 2

3 1

145 4 0

4 0

3 0

3 R26147-152 5.0/5.0 100 100 0

3 1

150 4 0



HARDNOTES:

2"-1'

462425.51604676.87

0°-5°

HARDNESS

IN SITU PROPERTIES

WEATHERING

R25: Hard, fresh, fine grained, light gray to gray MARBLE with faint, very thin, sub-horizontal foliation: smooth to rough, close to wide, horizontal to moderately dipping, iron-oxide stained joints/fractures.

0-4

4-10

WEATHERING


VERY SOFT

COHESIVE SOILS

BPF

<2

HARDNESS

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

2-4

15-30


<2"

NO. PER FT

(1) 0

41.0017869.10



R23: Hard, fresh, fine grained, gray MARBLE with faint very thin, convoluted to sub-vertical foliation: smooth to rough, moderately close to wide, moderately dipping, iron-oxide stained joints/fractures.

SA

MP

LE /

CO

RE

NO

.

PROJECT NO:

N

VA

LUE


SA

MP

LE D

EP

TH (F

T)

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)



DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

4-8

>30

SAMPLE DESCRIPTION


ATTITUDE

55°-85°

5°-35°

35°-55°

NO

TES

FRAC

TUR

ED Z

ON

E

O

BSER

VED


R26: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, wide, sub-vertical, iron-oxide stained joints/fractures; mylonized texture; slightly pitted along healed, calcified joints/fractures.

1'-3'

BORING NO. MW-39

85°-90°>10'

3'-10'


R24: Hard, fresh, fine grained, gray MARBLE with faint, very thin, convoluted to sub-vertical foliation: smooth to rough, moderately close, moderately dipping, iron-oxide stained joints/fractures.




DATE START: 2/1/06

R21: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth very close to wide, horizontal to sub-horizontal, iron-oxide stained joints/fractures; mylonized texture;122.7'-124.5': Dissolution, pitted along healed calcified, joints/fractures.

BORING No. MW-39

DATUM: NGVD 1929


81.83 feetBuchanan, NY G. SURF. EL.

R22: Hard, fresh, fine grained, gray MARBLE with faint, very thin, convoluted to sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures; mylonized texture; disseminated pyrite clusters;126.8'-128.9': Iron-oxide stained joints/fractures.











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 0

3 0

3 R27152-157 5.0/5.0 100 100 0

2 0

155 4 0

3 0

3 1

4 R28157-162 5.0/5.0 100 100 1

10 1

160 7 0

10 1

10 0

5 R29162-167 5.0/5.0 100 100 0

4 0

165 5 0

4 0

5 0

5 R30167-172 5.0/5.0 100 100 0

5 1

170 4 1

3 0

4 0

2 R31172-177 4.0/5.0 80 75 0

3 0

175 3 0

3 0

3 0

4 R32177-182 5.0/5.0 100 100 0

3 0

180 4 0



HARDNOTES:

3. HQ rock coring difficult between 158 and 161 feet b.e.g

STABILIZATION TIME


R-30: Hard, fresh, fine grained, gray MARBLE with faint, very thin, convoluted foliation: smooth, moderately close, horizontal to moderately dipping, slightly weathered joints/fractures; disseminated pyrite.

3

R29: Moderately hard to hard, slightly weathered to fresh, fine grained gray MARBLE with faint, very thin, sub-vertical, foliation: no apparentjoints/fractures.

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

R27: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; slightly pitted and vuggy; texture; pyritized.

R28: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close to wide, slightly weathered, sub-vertical joints/fractures;158.2'-160.5': Very hard, smokey gray quartz-rich zone.


R31: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; slightly pitted texture; disseminated pyrite.

BORING LOG




81.83 feetBuchanan, NY


G. SURF. EL.

85°-90°>10'

BORING NO. MW-39

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

JOINT/FRACTURE CHARACTERISTICSROCK CORE CHARACTERISTICS ANGLE

35°-55°

55°-85°

ATTITUDE

4-8

>30

DATE START: 2/1/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

2"-1'

3'-10'

SAMPLE DESCRIPTION

FRAC

TUR

ED Z

ON

E

O

BSER

VED

CASING HAMMER: N/A

SH. 6 OF 7


HARDNESS

IN SITU PROPERTIES

WEATHERING

NO

TES


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE



SPACING/THICKNESS

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

0-4

4-10

WEATHERING

GRANULAR SOILS

BPF

<2

HARDNESS

VERY SOFT

BORING No. MW-39

DATUM: NGVD 1929


PROJECT NO: 41.0017869.10

DEPTH

462425.51604676.87

CASING











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

4 0

3 0

4 R33182-187 5.0/5.0 100 100 1

3 0

185 3 0

3 0

3 0

3 R34187-192 5.0/5.0 100 100 0

3 5

190 3 9

3 1

3 0

4 R35192-197 5.0/5.0 100 100 0

3 0

195 3 0

4 0

4 0

3 R36197-200 3.0/3.0 100 100 0

4 1

200 4 0

205

210



HARDNOTES:

4. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surf


0°-5°

HARDNESS

IN SITU PROPERTIES

WEATHERING

ATTITUDENO. PER FT

ROCK CORE CHARACTERISTICSSPACING/THICKNESS

VERY SOFT

(3) 3-1010-30

COHESIVE SOILS JOINT/FRACTURE CHARACTERISTICS

(1) 0

WEATHERING

<2

HARDNESS ANGLE

3'-10'

(2) 1-2

(4) 11-20

2"-1'



BORING No. MW-39

PROJECT NO: 41.0017869.10

SAMPLER HAMMER: N.A.B

LOW

S /

6 IN

CH

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

. / R

EC

.(FT/

FT)

TOTA

L C

OR

E R

EC

(%)

>50

2-4

0-4

BPF

DE

PTH

(FT)

4-10

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

C

OR

ING

(MIN

/FT)

GRANULAR SOILS

4-8

>30

30-50 8-15

15-30

<2"

>10'

1'-3' 35°-55°

55°-85°

5°-35°

85°-90°

NO

TES

BORING NO. MW-39


4

FRAC

TUR

ED Z

ON

E

O

BSER

VED

SAMPLE DESCRIPTION

DEPTH

Buchanan, NY




ENGINEER: Daniela Bastos/Maurice PontiDATE START: 2/1/06

DRILLING RIG MODEL: CME 55 Truck Rig

FZ

R35: Hard, fresh, fine grained, gray MARBLE with faint, very thin sub-vertical foliation: no apparent joints/fractures.

R34: Hard, fresh, fine grained, gray MARBLE with faint, very thin, vertical foliation: rough, very close to close, sub-horizontal to vertical, slightly weathered joints/fractures; healed, calcified fault breccia; disseminated pyrite; pitted vugular texture;188.6'-189.9': Fractured zone, rough, very close, sub-horizontal to vertical slightly weathered joints/fractures.

RQ

D (%

)

N

VA

LUE

R33: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: one, rough, wide, sub-vertical, slightly weathered joint/fracture; disseminated pyrite; slightly pitted texture.

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

End of Boring at 200 Feet

R36: Hard, fresh, fine grained, gray MARBLE with faint, very thin sub-vertical foliation: one rough, wide, moderately dipping, slightly weathered joint/fracture.

FZ

DATUM: NGVD 1929


G. SURF. EL.

CASING


462425.5181.83 feet604676.87

STABILIZATION TIME












1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

0

5

10 R1 9-11 2.0/1.8 90 0 11

5

R2 11-16 5.0/3.6 72 0 NA

7

13

15 9

3

R3 16-21 5.0/4.3 86 60 NA

6

1

20 6

5

R4 21-26 5.0/4.3 86 52 NA

7

3

25 3

8

R5 26-31 5.0/4.5 90 58 NA

2

4

30 5



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation to 5 feet (weathered bedrock encountered at 5 feet). Spun and washed HW casing through weathered bedrock to 9 feet. Interface sealed with grout. NA indicates no data available.


DRILLING RIG MODEL: CME 55 Truck RigSAMPLER: Split Spoon


1'-3'

BORING NO. MW-40

85°-90°>10'

5°-35°

55°-85°

ANGLE

(2) 1-2

SPACING/THICKNESS

35°-55° (3) 3-10

<2"

NO. PER FT

0°-5°

CASING HAMMER: N.A.

NO

TES

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

DEP

TH (F

T)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

DATE START: 1/20/06

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

C

OR

ING

(MIN

/FT)

ROCK CORE: 3 7/8-inch diamater (HQ) DATE END : 1/30/06

N

VAL

UE

RQ

D (%

)SAMPLE DESCRIPTION

TOTA

L C

OR

E R

EC (%

)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

2"-1'

3'-10'


DEPTH CASING

1

ATTITUDE

4-8

>30

>50

30-50 8-15

10-30

15-30

HARDNESS


(4) 11-20

(1) 0

SH. 1 OF 7

461950.51G. SURF. EL.

BORING LOG

Buchanan, NY


Indian Point Energy CenterEntergy Nuclear Northeast

FOREMAN: Doug Wood

R5: Hard, fresh to moderately weathered, fine grained, gray, MARBLE, with sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; 28.8'-31.1': Fractured zone, rough, very close, sub-horizontal to sub-vertical, iron-oxide stained, joints/fractures;29.5-32.0': Recovered as coarse grave size angular fragments of MARBLE with viable iron stained surfaces and pellitic lithoclasts.

ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti

GRANULAR SOILS COHESIVE SOILS

FZ

R4: Hard, fresh, fine grained, gray, MARBLE, with very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; healed fault breccia.

WEATHERING

4-10

HARDNESS WEATHERINGBPF

<2 VERY SOFT

2-4

0-4

IN SITU PROPERTIESNO. OF

FRACTURESPER FOOT

R3: Hard, fresh to slightly weathered, fine to coarse grained light graysaccheroidal MARBLE, with faint, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; healed breccia with pervasive very thin calcite veins, dissolution and filling of calcite veins.

R1: Hard, fresh to slightly weathered, medium to coarse grained, light gray, saccheroidal MARBLE recovered as coarse gravel to cobble size, angular fragments with iron-stained surfaces or weakly healed breccia with decomposed garnet.

(Weathered Bedrock)

Top of Bedrock at 5 ft.

R2: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with faint, very thing, sub-vertical foliation; smooth, very close to close, moderately dipping to sub-vertical, silt coated, iron-oxide stained joints/fractures.

DATUM: NGVG 1929

BORING NO. MW- 40



41.0017869.00

603899.35

PROJECT NO:74.95 feet

STABILIZATION TIME









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

12

R6 31-36 5.0/4.3 88 63 NA

1

3

35 0

1

R7 36-41 5.0/4.8 96 55 7

10

2

40 7

0

R8 41-46 5.0/5.0 100 92 0

2

0

45 0

0

R9 46-51 5.0/5.0 100 93 0

0

1

50 0

0

R10 51-56 5.0/5.0 100 100 0

0

0

55 1

0

R11 56-61 5.0/5.0 100 100 0

0

1

60 1



HARDNOTES:

VERY SOFT



461950.51603899.35

2-4

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE HARDNESS

SH. 2 OF 7

41.0017869.00

BORING LOG

74.95 feetG. SURF. EL.

BORING NO. MW- 40

CASING HAMMER: N.A.

COHESIVE SOILS

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

0-4

4-10

<2

BPF

DEPTH CASING

WEATHERING

IN SITU PROPERTIES

NO

TES

<2"

4-8

>30

2"-1'

3'-10'

NO. PER FT

(1) 0

(2) 1-2

>50

30-50

10-30 (3) 3-10

(4) 11-20

15-30

8-15


35°-55°

ATTITUDE

55°-85°


0°-5°

5°-35°

1'-3'

BORING NO. MW-40

85°-90°>10'

CASING SIZE: 4-inch diameter (HW) Refer to Table 6.1 for Groundwater DataSTABILIZATION TIME

BORING CO.: Aquifer Drilling and TestingDRILLING RIG MODEL: CME 55 Truck RigSAMPLER: Split Spoon

GRANULAR SOILS

C

OR

ING

(MIN

/FT)


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

DE

PTH

(FT)

R6: Hard, fresh to moderately weathered, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, horizontal to sub-vertical, iron-oxide stained joints/fractures;32.7'-33.2': Highly Brecciated, weakly healed, calcified with slightly pitted texture, some dissolution along joints/fractures;35.5'-37.8': Fractured zone, rough to smooth, horizontal, to sub-vertical iron-oxide stained joints/fractures.

FZ

FZ

55'-56' Very hard, fresh, fine to medium grained, dark grey, very thinly foliated intercolated SCHIST and MARBLE, pyritiferous

R10: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: one, rough, horizontal, widely spaced, iron-oxide stained joint/fracture.

R11: Very hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: rough, close to wide, sub-horizontal, iron-oxide stained joints/fractures; few healed, calcified, very thin to thin brecciated zones.

R9: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: one rough, wide, sub-horizontal, iron-oxide stained joint/fracture;51.7': Slightly weathered, iron-oxide-stained subvertical fracture.

R8: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: rough, close to wide, sub-horizontal, iron-oxide stained joints/fractures;41.0'-42.9': Hard, fresh, coarse grained gray sacheroidal MARBLE with sub-vertical, healed micro-breccia, very thin, dark gray, healed mylonized zone; 42.2, 42.9, 48.0' Moderately weathered, heavily iron stained sub-vertical fracture.


Buchanan, NY

DATE START: 1/20/06ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti


PROJECT NO:

R7: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin foliation: smooth to rough, very close to moderately close, horizontal to sub-vertical, iron-oxide stained joints/fractures; slightly pitted texture along healed, calcified, joints/fractures.

FZ

DATE

FRAC

TUR

ED Z

ON

E O

BSER

VED

DATUM: NGVG 1929


















1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

0

R12 61-66 5.0/5.0 100 100 0

0

0

65 0

0

R13 66-71 5.0/5.0 100 100 0

0

0

70 0

0

R14 71-76 5.0/5.0 100 100 2

0

0

75 0

0

R15 76-81 5.0/5.0 100 100 0

0

0

80 0

0

R16 81-86 5.0/5.0 100 92 0

0

1

85 1

0

R17 86-91 5.0/5.0 100 82 3

0

0

90 0



HARDNOTES:

BORING LOG



G. SURF. EL.

STABILIZATION TIME

SH. 3 OF 7


>10'

BORING NO. MW-40

85°-90°

CASING

2"-1'

3'-10'

1'-3'



R14: Very hard, fine grained, gray, MARBLE, with faint to distinct, very thin, sub-vertical to convoluted foliation: two rough, close, sub-vertical, iron-oxide stained joints/fractures;71.4'-71.9': Closely spaced, iron-oxide stained fractures loxide.

R15: Very hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation; no apparent joints/foliation.

GRANULAR SOILS

ATTITUDE

4-8

>30

74.95 feet

IN SITU PROPERTIES

461950.51603899.35

FRAC

TUR

ED Z

ON

E O

BSER

VED

NO

TES

DATUM: NGVG 1929

35°-55°

55°-85°

(3) 3-10

(4) 11-20

>50

30-50 8-15

10-30

15-30

5°-35°

<2"0-4

4-10

<2 VERY SOFT

2-4 (2) 1-2

(1) 0 0°-5°

ANGLESPACING/THICKNESNO. PER FTHARDNESS

ROCK CORE CHARACTERISTICSWEATHERINGBPF

COHESIVE SOILS


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)


CASING HAMMER: N.A.

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)


SA

MP

LE D

EP

TH (F

T)

R13: Very hard, fresh, fine grained, gray, MARBLE, with faint to distinct, very thin, sub-vertical to convoluted foliation; no apparent joints/fractures; mylonized convoluted foliation.

R17: Hard, fresh, fine grained, gray, MARBLE, with faint, bery thin, sub-vertical foliation: three smooth to rough, close, sub-horizontal to sub-vertical, clay coated, iron-oxide, stained, joints/fractures;86.1': Sub-vertical, black, clay coated fracture with disseminated calcite;86.7', 86.8': Sub-horizontal, iron-oxide stained joints/fractures.

84.7' Subvertical, yellow gray brown, clay coated fracture.

R16: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: two rough to smooth, moderately close, sub-vertical clay coated, joints/fractures;83.2'-84.7': Healed zone; extremely brecciated;83.2': Subvertical, softened clay coated fracture.

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

N

VA

LUE

SA

MP

LE /

CO

RE

NO

.

SAMPLE DESCRIPTION

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

R12: Very hard, fresh, fine grained, gray, MARBLE, with faint to distinct, very thin, sub-vertical to convoluted foliation: no apparent joints/fractures; convoluted foliation appears micro-mylonized.

HARDNESS


WEATHERING

DATE START: 1/20/06

DEPTH


Buchanan, NY

BORING NO. MW- 40

PROJECT NO: 41.0017869.00


















1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

0

0

R18 91-96 5.0/5.0 100 100 0

0

95 0

0

0

R19 96-101 5.0/5.0 100 90 2

5

100 1

1

2

R20101-106 5.0/5.0 100 84 0

0

105 3

0

0

R21106-111 5.0/5.0 100 100 0

0

110 0

0

0

R22111-116 5.0/5.0 100 100 0

0

115 0

0

0

R23116-121 5.0/5.0 100 100 0

0

120 0



HARDNOTES:

BORING LOG



G. SURF. EL.



SH. 4 OF 7


R21: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures; 111.0' Healed, very close, subvertical calcite veins.

10-30

R22: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation, no apparent joints/fractures.



<2"

GRANULAR SOILS

2"-1'

(3) 3-10

(4) 11-20

4-8


1'-3'

NO. PER FT

(1) 0

4-10

WEATHERINGBPF

<2 VERY SOFT

HARDNESS

2-4

0-4

SAMPLE DESCRIPTION


FRAC

TUR

ED Z

ON

E O

BSER

VED

DATE END : 1/30/06

FZ

R18: Hard, fresh, fine grained, MARBLE, with faint, very thin, sub-vertical foliation: smooth, verity close to moderately close, moderately dipping to subhorizontal, iron-oxide stained joints/fractures.

FZ

FZ

R19: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, foliation: smooth, very close to moderately close, moderately to sub-vertical, iron-oxide stained joints/fractures;

97.0'-105.0': Healed brecciated with penetrative iron stains on fractures and closely spaced, sub-vertical, friable fractures;97.8'-98.4': Smooth to rough, very close, moderate to subvertical, iron -oxide stained fractured zone: fractures, joints/dissolution surfaces, recovered as gravel size angular fragments.

603899.35

DEPTH

NO

TES

CASINGRefer to Table 6.1 for Groundwater Data

STABILIZATION TIMEDATE

ATTITUDE

55°-85°

0°-5°

3'-10'

(2) 1-2

35°-55°

5°-35°

BORING NO. MW-40

85°-90°>10'

>30

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

DE

PTH

(FT)

DATE START: 1/20/06CASING HAMMER: N.A.

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

ROCK CORE: 3 7/8-inch diamater (HQ)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

C

OR

ING

(MIN

/FT)

15-30>50

30-50 8-15

R23: Hard, fresh, fine grained, gray, MARBLE with faint, very thin, sub-vertical foliation, no apparent joints/fractures;117.1'-119.0': Calcite healed highly brecciated, with fine grained, gray, very thin subvertical micro-mylonized zone at 188.6'.

R20: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: rough to smooth, very close to moderately close, sub-vertical, iron-oxide stained joints/fractures;104.4'-105.0': Fractured zone, rough, close, sub-vertical, iron-oxide stained joints/fractures.


Buchanan, NYDATUM: NGVG 1929

HARDNESS

IN SITU PROPERTIES

WEATHERING

BORING NO. MW- 40

74.95 feetPROJECT NO: 41.0017869.00

461950.51


















1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

0

R24121-126 5.0/5.0 100 100 0

1

0

125 0

0

R25126-131 5.0/5.0 100 100 0

0

0

130 0

0

R26131-136 5.0/5.0 100 100 0

0

0

135 0

0

R27136-141 5.0/5.0 100 100 0

0

1

140 0

0

R28141-146 5.0/5.0 100 100 0

0

1

145 0

0

R29146-151 5.0/5.0 100 100 0

0

0

150 0



HARDNOTES:

GRANULAR SOILS


G. SURF. EL.

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

DATE START: 1/20/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)


1'-3'

BORING NO. MW-40

85°-90°

3'-10'


35°-55°

55°-85°

(3) 3-10

(4) 11-20

FRAC

TUR

ED Z

ON

E O

BSER

VED

DATE END : 1/30/06

NO

TES

NO. PER FT

(1) 0


461950.51603899.35


HARDNESS

IN SITU PROPERTIES

WEATHERING


ATTITUDE

4-8

>30

SH. 5 OF 7



74.95 feet

BORING LOG

PROJECT NO: 41.0017869.00Entergy Nuclear Northeast

CASING HAMMER: N.A.

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

>50

30-50 8-15

10-30

15-30 >10'


0°-5°

5°-35°2"-1'

<2"

(2) 1-24-10

ROCK CORE CHARACTERISTICSHARDNESS WEATHERINGBPF

<2 VERY SOFT0-4

2-4

COHESIVE SOILS

R28: Hard, fresh, fine grained, gray to dark gray, MARBLE, with very thin sub-vertical, convoluted foliation: one smooth, wide to very wide, moderately dipping, slightly weathered joints/fractures; pyritized, occurring as fine to medium size clusters.

R29: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R24: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very wide, moderately dipping, slightly weathered joints/fractures.

R25: Hard, fresh, fine grained, gray to dark gray, MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; few discontinuous, very thin, convoluted, micro-mylonized zones; pyritized;126.0' with convoluted foliation.

R26: Hard, fresh, fine grained, gray to dark gray, MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; discontinuous, very thin to thin, convoluted, micro-mylonized zones; pyritized.

R27: Hard, fresh, fine grained, gray to dark gray, MARBLE with faint, very thin, sub-vertical foliation: one smooth, very wide to wide, moderately dipping, slightly weathered joint/fracture; very thin, convoluted, micro-mylonized zones; pyritized;140.3'-141.8' Pyritiferous, light gray, foliated.141.8'-146 disemmenated pyritiferous.

Buchanan, NY

BORING NO. MW- 40


Indian Point Energy Center

ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice PontiFOREMAN: Doug Wood

DATUM: NGVG 1929


















1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

0

R30151-156 5.0/4.8 96 96 0

0

1

155 0

0

R31156-161 5.0/5.0 100 100 0

0

0

160 0

0

R32161-166 5.0/5.0 100 100 0

2

0

165 0

0

R33166-171 5.0/2.2 44 16 NA

NA

7

170 3

1

R34171-176 5.0/5.0 100 100 0

0

0

175 0

0

R35176-181 5.0/5.0 100 100 0

0

0

180 0



HARDNOTES:

2. Low recovery and RQD likely due to drilling activities. NA indicates no data availabl


R34: Hard, fresh, fine grained, gray, MARBLE, with very thin, sub-vertical, foliation, no apparent joints/fractures.

R35; Hard, fresh, fine grained, gray, MARBLE, with very thin, sub-vertical foliation: one smooth wide, moderately dipping, slightly weathered joint/fracture; 180.5'-181.0': Healed, thin, convoluted foliation zone.


10-30 (3) 3-10

(4) 11-20

0-4

4-10

<2

4-8

(1) 0VERY SOFT

8-15

0°-5°

HARDNESS WEATHERING

<2"

NO. PER FT

HARDNESS

IN SITU PROPERTIES

WEATHERING

FRAC

TUR

ED Z

ON

E O

BSER

VED

ATTITUDE ANGLESPACING/THICKNESS

SAMPLER: Split Spoon

DATE START: 1/20/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)


CASING HAMMER: N.A.

C

OR

ING

(MIN

/FT)


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

DRILLING RIG MODEL: CME 55 Truck RigDEPTH CASING

2

2-4

15-30

(2) 1-2

>10'>50

30-50

N

VA

LUE

>30

DATE END : 1/30/06

BPF

COHESIVE SOILS

R30: Hard, fresh, fine grained, gray, subvertical MARBLE with faint, very thin, sub-vertical foliation: one smooth, wide, slightly weathered joint/fracture;153.8' Undulating, smooth sub-vertical fracture, pitted surface with pyrite mineralization.

R31: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.158.0'-160.0': Healed brecciated appearance.

R32: Hard, fresh, fine grained, gray, MARBLE, with faint, very thin, sub-vertical foliation: two smooth, close, sub-vertical, slightly weathered joints/fractures.

R33: Hard to very hard, fresh, fine grained, gray, MARBLE, very thin, faint, sub-horizontal to sub-vertical foliation: smooth, very close to close, sub-horizontal to vertical, slightly weathered joints/fractures.168.5'-170': Fractured zone: smooth, very close, sub-horizontal to vertical, slightly weathered joints/fractures.

2"-1'

3'-10'

35°-55°

5°-35°

55°-85°

1'-3'

BORING NO. MW-40

85°-90°

BORING LOG




74.95 feet

STABILIZATION TIME

461950.51603899.35

SH. 6 OF 7

GRANULAR SOILS


SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

DE

PTH

(FT)


RQ

D (%

)


Buchanan, NY

BORING NO. MW- 40

G. SURF. EL.PROJECT NO: 41.0017869.00

FZ

FZ

DATUM: NGVG 1929

DATE

SAMPLE DESCRIPTION

NO

TES












1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

0

R36181-186 5.0/5.0 100 100 0

0

0

185 0

0

R37186-191 5.0/5.0 100 100 1

0

0

190 0

1

R38191-196 5.0/5.0 100 100 0

0

0

195 0

1

R39196-200 4.0/4.0 100 100 0

0

0

200 0



HARDNOTES:

3. Waterloo Multi-level Sampling System installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surf

R36: Hard, fresh, fine grained, gray MARBLE, with very thin, sub-vertical foliation: no apparent joints/fractures; very thin to thin discontinuous convoluted zones.

R37: Hard, fresh, fine grained, gray, MARBLE, with very thin, sub-vertical foliation: smooth, wide, sub-horizontal to moderately dipping, slightly weathered joints/fractures; few very thin, discontinuous convoluted zones;187.0'-198.3': Healed, calcified, brecciated appearance.

R38: Hard, fresh, fine grained, gray, MARBLE with faint, very thin, sub-vertical foliation: one smooth, wide, sub-horizontal, slightly weathered joint/fracture.

FRAC

TUR

ED Z

ON

E O

BSER

VED


SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

DATE START: 1/20/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

SA

MP

LE /

CO

RE

NO

.

BORING LOG




G. SURF. EL.

STABILIZATION TIME

SH. 7 OF 7


1'-3'

BORING NO. MW-40

85°-90°

55°-85°

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

<2"

2-4

COHESIVE SOILS

15-30

(2) 1-2



461950.51603899.35

DEPTH CASING

NO

TES

ATTITUDE

4-8

>30

2"-1'

3'-10'

35°-55°


CASING HAMMER: N.A.


DATE END : 1/30/06

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

Entergy Nuclear NortheastBuchanan, NY

>50

30-50 8-15

10-30 (3) 3-10

(4) 11-20

>10'


0°-5°

5°-35°4-10


<2 VERY SOFT0-4

GRANULAR SOILS

NO. PER FT

(1) 0

R39: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures; very thin, discontinuous, healed, micro-breccia; trace pitted texture along calcite healed joints/fractures.

End of Boring at 200 ft.

HARDNESS

IN SITU PROPERTIES

WEATHERING

3

BORING NO. MW- 40


PROJECT NO: 41.0017869.0074.95 feet

DATUM: NGVG 1929

















1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16 3 R1 5.0/4.5 90 85 3

17 3 1

18 3 FZ 4

19 3 0

20 4 0

21 4 R2 5.0/4.8 92 66 0

22 4 FZ 2

23 2 FZ 12

24 2 FZ 12

25 4 6

26 4 R3 5.0/5.0 100 100 0

27 4 1

28 4 0

29 3 1

30 4 0


VERY LOOSE VERY SOFT 1 1 COMPLETE HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet. Spun and washed HW casing to 15.5 feet. Weathered bedrock encountered from about 13 to 15.5 feet. Interface sealed with grout. NA indicates no data availab

1Top of bedrock at approximately 13 feet.


NO

TES

DATUM: NGVG 1929



FRAC

TUR

ED Z

ON

E O

BSER

VED HARDNESS

DEPTH

41.0017869.10

CASING STABILIZATION TIMERefer to Table 6.1 for Groundwater Data

IN SITU PROPERTIES

WEATHERING

(Weathered Bedrock 13 to 15.5 feet)

54.87 feet


462318.68604531.11

CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) DATE END : 2/23/06

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

DE

PTH

(FT)

BORING NO. MW-41

>10'

R1: Hard, fresh to slightly weathered, fine grained, gray MARBLE with no apparent foliation: smooth to rough, very close to moderately close, horizontal to moderately dipping, iron-oxide stained joints/fractures; several, white calc-silicate healed, moderately dipping to sub-vertical, very close joints/fractures; healed breccia;17.4'-18.1': Fracture zone, rough to smooth, very close to moderately close, horizontal to moderately dipping, iron-oxide stained joints/fractures.

1'-3'


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0


5°-35°

<2

35°-55°

85°-90°

55°-85°


0°-5°

2"-1'

3'-10'

<2"

ATTITUDE

4-8

>30

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

BORING CO.: Aquifer Drilling and TestingFOREMAN: D. Wood



SAMPLE DESCRIPTION

DATE

DATE START: 2/14/06ENGINEER: D. Bastos

Entergy Nuclear NortheastG. SURF. EL.Buchanan, NYPROJECT NO:

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

R2: Hard to moderately hard, fresh to moderately weathered, fine grained, gray MARBLE with no apparent foliation: smooth to rough, very close, to close, horizontal to sub-vertical, iron-oxide stained, silt coated joints/fractures;21.8' - 24.5': Fractured zone, smooth to rough, very close to close, horizontal to sub-vertical, iron-oxide stained joints/fractures.

R3: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth to rough, moderately close to wide, sub-horizontal, joints/fractures; trace vugular texture, iron-oxide stained, along healed, white, vertical to sub-vertical; calcite veinlets.

WEATHERING

C

OR

ING

(MIN

/FT)

>50

30-50 8-15

10-30

4-10

0-4

HARDNESS

VERY SOFT

(3) 3-10

(4) 11-20


Indian Point Energy CenterBORING NO. MW- 41

(2) 1-2

BPF

GRANULAR SOILS

15.5-20.5

20.5-25.5

25.5-30.5






1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

31 5 R4 5.0/5.0 100 95 0

32 5 0

33 5 1

34 11 0

35 20 1

36 NA

37 7 R536.0-41.0 5.0/4.6 92 85 0

38 5 0

38 5 1

40 4 2

41 4 0

42 4 R6 41-46 5.0/5.0 100 96 0

43 5 0

44 4 2

45 4 0

46 4 1

47 4 R7 46-51 5.0/5.0 100 96 0

48 4 0

49 4 0

50 5 0

51 4 0

52 4 R8 51-56 5.0/5.0 100 100 1

53 5 0

54 5 1

55 5 0

56 5 1

57 4 R9 56-61 5.0/5.0 100 100 0

58 4 1

59 5 0

60 5 0



HARDNOTES:

NO. PER FT


0-4 VERY SOFT

SPACING/THICKNESS ATTITUDE

BLO

WS

/ 6

INC

H

BORING NO. MW- 41

462318.68604531.11

41.0017869.10

DATUM: NGVG 1929


4-10


<2


Refer to Table 6.1 for Groundwater DataDATE STABILIZATION TIME

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

DATE END : 2/23/06

FOREMAN: D. Wood

DATE START: 2/14/06

FRAC

TUR

ED Z

ON

E O

BSER

VED

15-30

<2"

5°-35°

VERY CLOSE/VERY THIN 0°-5°

3'-10'

2"-1'

(1) 0

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

2-4

4-8

85°-90°

HARDNESS

IN SITU PROPERTIES

WEATHERING

55°-85°

35°-55°

ANGLE



TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

DE

PTH

(FT)

N

VA

LUE

G. SURF. EL.


>30

DEPTH CASING


NO

TES

R7: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: no apparent joints/fractures;47.5'-49.5': Healed brecciated zone with white, calcified, irregular joints/fractures.

R6: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: smooth to rough, close to wide, sub-horizontal to sub-vertical, moderately weathered, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION

R5: Hard, fresh to slightly weathered, fine grained, tan, gray MARBLE no apparent foliation: smooth to rough, very close to wide, sub-horizontal to sub-vertical, silt/clay coated joints/fractures.

1'-3'

BORING NO. MW-41

>10'

BORING LOG


ENGINEER: D. Bastos


54.87 feet

SH. 2 OF 3

BORING CO.: Aquifer Drilling and TestingDRILLING RIG MODEL: CME 55 Truck RigSAMPLER HAMMER: N.A.

R9: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth, wide, horizontal to sub-vertical, moderately weathered, joints/fractures.

R8: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: rough, wide, horizontal, slightlyweathered, joint/fracture.

30.5-35.5 R4: Moderately hard to hard, moderately weathered to fresh, fine grained,

tan, gray MARBLE with no apparent foliation: smooth to rough, wide, moderately dipping, iron-oxide stained joints/fractures; deep vugular texture between 30.5' and 33.3'.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

61 5 0

62 2.5 R10 61-65 4.0/4.0 100 100 1

63 3 0

64 3 0

65 3 0

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90



HARDNOTES:

2. Monitoring wells installed within the borehole (refer to installation log for details); 8" diameter well vault installed within concrete, flush with ground surfa3. Following completion of boring to 65 feet, a second boring was installed adjacet to accommodate overburden monitoring we

41.0017869.10

2

G. SURF. EL. 462318.68604531.11

54.87 feetDATUM: NGVG 1929


SA

MP

LE D

EP

TH (F

T)

C

OR

ING

(MIN

/FT)

DE

PTH

(FT)

R10: Hard, fresh, fine grained, white MARBLE with no apparent foliation: smooth, wide, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

GRANULAR SOILS

FRAC

TUR

ED Z

ON

E O

BSER

VED

SAMPLE DESCRIPTION


NO

TES

FOREMAN: D. Wood

DATE START: 2/14/06DATE END : 2/23/06


ENGINEER: D. Bastos


<2"

SPACING/THICKNESS


55°-85°3'-10'

>10'

1'-3'

BORING NO. MW-41

85°-90°

35°-55°

COHESIVE SOILS

15-30

(1) 0

NO. PER FT


ATTITUDE

0°-5°

ANGLE

2"-1' 5°-35°

HARDNESS

IN SITU PROPERTIES

WEATHERING

4-8

>30


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)


N

VA

LUE

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

SA

MP

LE /

CO

RE

NO

.



Entergy Nuclear Northeast

FINAL BORING DEPTH: 65 feetBORING CO.: Aquifer Drilling and Testing


Indian Point Energy CenterBORING NO. MW- 41

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

4-10 2-4

WEATHERINGBPF

VERY SOFT0-4 <2









FINAL BORING DEPTH: 80.0 feet

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

S1 10-12 19 - 14 28 24/4

14 - 7

15

S2 15-17 6 - 5 9 24/4

4 - 2

20

S3 20-22 6 - 8 15 24/2

7 - 9

25Top of Bedrock at approximately 25 feet

5 R1 26-31 5.0/5.0 100 10 7

5 7

3 3

5 10


VERY LOOSE VERY SOFT 1 1 COMPLETE <2"VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT '-10WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Vacuum excavation performed from 0 to 10 feet. Spun and washed HW casing to sampling depths from 10 to 20 feet. Spun and washed casing to 26 feet. Bedrock encountered at 25 feet. Interface sealed with gro

COHESIVE SOILS

4-10


<2

GRANULAR SOILS

0-4

2-4

>50

30-50 8-15

10-30

15-30

SH. 1 OF 3

DRILLING RIG MODEL: CME L55 Track RigSAMPLER HAMMER: Split Spoon

N

VA

LUE

DATE START: 3/14/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

(2) 1-2

VERY SOFT

DATE END : 3/16/06

S1: Medium dense gray fine to coarse GRAVEL, and Sand, trace Silt. (no water return during drilling)

ATTITUDE

4-8

>30

(1) 0

85°-90°

35°-55°

55°-85°

0°-5°

5°-35°

(3) 3-10

(4) 11-20



R1: Medium hard to hard, fresh to slightly weathered, fine grained, white MARBLE with very thin, sub-horizontal to sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

NO. PER FT

FZ

FZ

BORING NO. MW-42


BORING LOG

ENGINEER: Daniela Bastos


69.71 feet

STABILIZATION TIMECASING SIZE: 4-inch diameter (HW)

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

NO

TES

CASING HAMMER: N.A.

HARDNESS

IN SITU PROPERTIES

WEATHERING

FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

SAMPLE DESCRIPTION

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

41.0017869.10462750.33604857.50

1



BORING NO. MW- 42Indian Point Energy Center

DATUM: NGVD 1929

CASING

G. SURF. EL.

DEPTH

Buchanan, NY

DATEFOREMAN: Doug WoodBORING CO.: Aquifer Drilling and Testing

FZ

FZ

Entergy Nuclear Northeast PROJECT NO:

S2: Medium dense gray fine to coarse GRAVEL, some Sand, little Silt.

S3: Medium dense gray fine to coarse GRAVEL, little Sand, little Silt. (no water return during drilling)

(No Soil Samples Taken from 0 to 10 feet)






1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

4 4

5 R2 31-36 5.0/5.0 100 25 2

5 4

3 12

35 4 12

4 20

4 R3 36-41 5.0/5.0 100 0 >10

4 >10

4 >10

40 4 8

4 19 - 14 14

3 R4 41-46 14 - 7 5.0/5.0 100 30 5

4 10

3 7

45 3 10

4 6 - 5 11

4 R5 46-51 4 - 2 5.0/5.0 100 86 3

4 1

5 0

50 4 2

4 6 - 8 4

4 R6 51-56 7 - 9 5.0/5.0 100 90 2

4 5

3 0

55 3.5 2

3.5 1

4 R7 56-61 5.0/5.0 100 42 2

5 6

5 5

60 4 12


ERY LOOSE VERY SOFT 1 1 COMPLETE VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE CLOSE/THIN SUB-HORIZONTAL

DIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT WIDE/THICK SUB-VERTICAL

ERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERY WIDE/VERY THICK VERTICAL

HARDNOTES:


NO

TES

WEATHERING


IN SITU PROPERTIESDATE END : 3/16/06

GRANULAR SOILS

SA

MP

LE D

EP

TH (F

T)


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

BORING CO.: Aquifer Drilling and TestingCASINGDEPTHDATE

BORING LOG

69.71 feetG. SURF. EL.41.0017869.10

SH. 2 OF 3

1'-3'

BORING NO. MW-42

35°-55°

55°-85°

85°-90°>10'

SAMPLE DESCRIPTION

R3: Hard, fresh to slightly weathered, fine grained, gray MARBLE with faint, very thin moderately dipping to sub-vertical foliation: smooth to rough, very close, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures.

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin moderately dipping, very close, convoluted foliation: smooth to rough, veryclose to close, to sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures.

R2: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin, sub-horizontal to sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxidestained joints/fractures.33'-46': Fracture zone: Smooth to rough, very close to close, horizontal to vertical, iron oxide stained joints/fractures

VERY SOFT

3'-10'

<2"

>30


2-4

COHESIVE SOILS

15-30

DE

PTH

(FT)

>50

0-4

4-10

FRAC

TUR

ED Z

ON

E O

BSER

VED

SAMPLER HAMMER: Split Spoon

NO. PER FT

R5: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, moderate dipping foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

ENGINEER: Daniela BastosFOREMAN: Doug Wood

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

R6: Hard, fresh, fine grained, light gray to white MARBLE with faint, very close to close, moderately dipping foliation: ????? joints/fractures.

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

DATE START: 3/14/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

DRILLING RIG MODEL: CME L55 Track Rig GROUND WATER READINGS

0°-5°

5°-35°



(2) 1-2 2"-1'

(1) 0

ATTITUDE

(3) 3-10

(4) 11-2030-50 8-15

10-30 4-8

<2


R7: Hard, fresh, fine grained, light gray to white MARBLE with faint, very close to close, moderate dipping foliation: smooth to rough, very close to close, moderately dipping to vertical, iron-oxide stained joints/fractures.

BORING NO. MW- 42

462750.33604857.50

PROJECT NO:

STABILIZATION TIME

FZ

FZ


Buchanan, NYDATUM: NGVD 1929

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ






1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

60 5 4

5 R8 61-66 5.0/5.0 100 92 1

4 1

4 0

65 3 2

8 5

4 R9 66-71 5.0/5.0 100 100 0

4 1

6 0

70 4 0

4 19 - 14 2

4 R10 71-76 14 - 7 5.0/5.0 100 92 1

4 1

4 0

75 5 2

4 6 - 5 1

3 R11 76-80 4 - 2 4.0/4.0 100 98 0

5 0

4 1

80 4 2

6 - 8

7 - 9

85

90



HARDNOTES:

2. Monitoring wells installed within borehole (refer to installation log for details); 12" diamater well vault installed within concrete, flush with the ground surfa

2

0-4

4-10

WEATHERINGBPF

<2 VERY SOFT

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

0°-5°

5°-35°




DATE START: 3/14/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

2"-1'

3'-10'

ATTITUDE

4-8

>30



IN SITU PROPERTIES

WEATHERING

Refer to Table 6.1 for Groundwater DataCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

BORING NO. MW-42

85°-90°

55°-85°

35°-55°

>10'

FOREMAN: Doug Wood

BORING LOG

462750.33604857.50


SH. 3 OF 3

DRILLING RIG MODEL: CME L55 Track RigSAMPLER HAMMER: Split Spoon

GROUND WATER READINGSDATE


SAMPLE DESCRIPTION

R9: Hard, fresh, fine grained, light gray MARBLE with no apparent foliation: smooth to rough, close to wide, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

R10: Hard, fresh, fine grained, light gray MARBLE with faint very thin, moderately dipping foliation: smooth to rough, very close to moderately close, horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures.

DATE END : 3/16/06




GRANULAR SOILS

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH (F

T)

FRAC

TUR

ED Z

ON

E O

BSER

VED

NO

TES

R8: Hard, fresh to slightly weathered, fine grained, light gray to white MARBLE with faint, very thin moderate dipping foliation: rough, close to moderately close, horizontal to sub-vertical, iron-oxide stained joints/fractures; healed breccia;62.8' - 65.2': Pitted texture with vugs along calcite mineralized joints/fractures.

N

VA

LUE

BORING NO. MW- 42

PROJECT NO: 41.0017869.10Indian Point Energy CenterEntergy Nuclear Northeast


R11: Hard, fresh, light gray MARBLE with faint very thin to thin, moderately dipping foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10

15

S1 16-18 3 - 4 10 24/24 100 S1: Stiff, brown, clayey SILT.

6 - 7

20

25

S2 25-27 WOH 1 4 24/24 100 S2: Loose, brown SILT.

3 - 3



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 6 feet2. Spun and washed 4-inch diamter (HW) casing from 6 to 16 fee3. Removed HW casing and installed 6-inch diameter (SW) casing. Spun and washed SW casing to sampling depths from 16 to 35 fee

GRANULAR SOILS

10-30

0-4

2, 3

WEATHERINGBPF

(1) 0 <2

HARDNESS

VERY SOFT

30-50 8-15

4-10

0°-5°

5°-35° 2-4 (2) 1-2

(3) 3-10

(4) 11-20 3'-10'


>50

COHESIVE SOILS

15-30

NO. PER FT


DATE START: 2/18/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)CASING HAMMER: N.A.

SAMPLE DESCRIPTION

4-8

>30

ATTITUDE


85°-90°

WIDE/THICK


MW-43

35°-55°

ANGLE

CLOSE/THIN

BORING NO.

>10'

2"-1'

1'-3'


<2"

55°-85°

MOD CLOSE/MOD THICK




BORING LOG


ENGINEER: Anton Gallas

GROUND WATER READINGSFOREMAN: Dave Carter

48.76 feet

SH. 1 OF 3D

EP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

N

VA

LUE


Buchanan, NY

DATE DEPTH

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

1

(No Soil Samples Taken from 0 to 16 feet)

FRAC

TUR

ED Z

ON

E O

BSER

VED

BORING NO. MW- 43


DATUM: NGVG 1929


462192.60604429.78

G. SURF. EL.

IN SITU PROPERTIES

WEATHERING

NO

TES

HARDNESS





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

S3 30 - 32 WH - WH 3 24/24 100

3 - 5

35 S4 35 - 37 19 - 35 95 23/18

60 -100/5"

6 R1 5.0/4.6 92 85 0

6 0

40 5 2

4 0

4 2

3 R2 5.0/5.0 100 77 4

3 1

45 3 3

4 3

4 0

3 R3 5.0/5.0 100 100 0

4 0

50 4 1

4 1

4 1

2 R4 5.0/5.0 100 73 0

3 1

55 3 FZ 3

3 0

4 0

3 R5 5.0/5.0 100 93 1

3 0

60 4 3



HARD Very WideNOTES:

4.Difficult drilling with a rollerbit at 32.5 feet (weathered bedrock encountered5. SW casing sealed into bedrock with grout at 37.5 feet

R5: Hard, fresh, fine grained MARBLE with sub-horizontally to sub-verticallydipping, very close, slightly weathered, smooth to rough joints/fractures.Minor fracture at 60.5'.


57.5 - 62.5


DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

S3: Very loose, brown, Silt.

Top of Bedrock at about 32.5 feet

R1: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderatelydipping to sub-vertical foliation: smooth, very close to moderately close, horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; trace disseminated pyriet at 3'.

BORING LOG




48.76 feet 462192.60DATUM: NGVG 1929 604429.78

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

BORING NO. MW-43

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)


DEPTH CASING

ATTITUDE

4-8

>30

ANGLE

(1) 0

2"-1'

(4) 11-20

1'-3'


3'-10'

>10'

SH. 2 OF 3

35°-55°

55°-85°

85°-90°

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to moderately close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

DRILLING RIG MODEL: CME L55 Track RigSAMPLER: Split Spoon

Wide

Close

Mod Close

>50

30-50 8-15

2-4

15-30

0-4

4-10


(3) 3-1010-30

BPF

<2 VERY SOFT

HARDNESS

(2) 1-2


<2"

SPACING/THICKNESS


Very close

0°-5°

5°-35°

37.5 - 42.5

52.5 - 57.5

42.5 - 47.5

BORING NO. MW- 43

FZ

FZ

FZ

FZ

HARDNESS

S4: Very dense, brown, fine to coarse SAND, little Silt, trace fine Gravel. (Weathered bedrock)

BLO

WS

/ 6

INC

HSTABILIZATION TIME



FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

N

VA

LUE

47.5 - 52.5 R3: Hard, fresh, fine grained gray MARBLE with pyrite crystals, moderately

dipping to sub-vertically, very close slightly weathered and oxidized joints/fractures.Fractures at 48.5' and 49.5' with pyrite crystals.

R2: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping to sub-vertical foliation: smooth to rough, very close to moderately widely spaced, horizontal to sub-vertical slightly weathered, iron-oxide stained joints/fractures;41.3'-45.4': Fracture zone, smooth to rough, very close to wide, horizontal tosub-vertical, slightly weathered, iron-oxide stained joints/fractures.


Buchanan, NYPROJECT NO: 41.0017869.00G. SURF. EL.

SAMPLE DESCRIPTION

FZ

5

4


DATE START: 2/18/06

NO

TES

IN SITU PROPERTIES

WEATHERING








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 0

3 0

3 R6 2.5/2.5 100 97 0

3 0

65 2 0



HARD Very WideNOTES:

6. Monitoring wells installed within the borehole (refer to installation log for details); 12" diameter well vault installed within concrete, flush with ground surfa

SPACING/THICKNESS


CLOSE/THIN

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

2"-1'

3'-10'

1'-3'



ANGLE


STABILIZATION TIMEDEPTH

HARDNESS

IN SITU PROPERTIES

WEATHERING

CASINGDRILLING RIG MODEL: CME 55 Truck RigSAMPLER: Split Spoon

(1) 0

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

0-4

ATTITUDE

4-8

>30

WIDE/THICK

85°-90°VERY WIDE/VERY THICK

BORING NO. MW-43


<2"

2-4

COHESIVE SOILS

15-30

ROCK CORE: 3 7/8-inch diameter (HQ)DATE START: 2/18/06

62.5 - 65.0

GRANULAR SOILS

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-horizontal foliation: no apparent joints/fractures.

NO. PER FTBPF

<2

HARDNESS

VERY SOFT

WEATHERING

35°-55°

>10'

55°-85°

MOD CLOSE/MOD THICK

BORING LOG




48.76 feet 462192.60604429.78

SH. 3 OF 3D

EP

TH (F

T)

C

OR

ING

(MIN

/FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

FRAC

TUR

ED Z

ON

E O

BSER

VED

SAMPLE DESCRIPTION


Buchanan, NY


DATE END : 2/24/06

NO

TES

BORING NO. MW- 43

G. SURF. EL.

6

PROJECT NO: 41.0017869.00

DATUM: NGVG 1929

DATE










1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

S1 8-10 2 - 3 7 24/4

10 4 - 3

15

S2 18-20 3 - 6 10 24/4

20 4 - 14

25

S328-28.6 34 - 60/1">100 7/5

30



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet and took S-1.2. Spun and washed 4-inch diameter (HW) casing to sampling depths from 8 to 34 feet.3. Bedrock encountered at approximately 31 feet.

NO

TES

CASINGDEPTH

WEATHERING

3

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

S2: Loose, brown and gray, fine to coarse SAND, and Gravel, trace Silt. (fill)

1

2

STABILIZATION TIME

HARDNESS

IN SITU PROPERTIES

WEATHERING



SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

BLO

WS

/ 6 IN

CH

SAM

PLE

DEP

TH (F

T)


BORING NO. 44Indian Point Energy CenterEntergy Nuclear Northeast PROJECT NO: 41.0017869.10


462499.91604516.43

93.52 feet


G. SURF. EL.Buchanan, NYDATUM: NGVG 1929

30-50 8-15

SH. 1 OF 4

DATE END : 3/10/06


NO. PER FT

(3) 3-10

(4) 11-20

S3: Very dense, gray, fine to coarse GRAVEL, some Sand, little Silt, piece of gravel on tip of spoon.


35°-55°

5°-35°

55°-85°

ATTITUDE

GRANULAR SOILS

BPF HARDNESS

10-30

2-44-10

0-4

>50

VERY SOFT

4-8

>30

MW-44

<2 <2"

COHESIVE SOILS

15-30



2"-1'

SAMPLE DESCRIPTION

>10'

1'-3'

(1) 0

BORING NO.

3'-10'

0°-5°

85°-90°

(2) 1-2

BORING LOG


ENGINEER: Daniela Bastos/Rick Ponti

GROUND WATER READINGSFOREMAN: Doug WoodBORING CO.: Aquifer Drilling and Testing

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

S1: Loose, brown and gray, fine to coarse SAND, and Gravel, trace Silt. (fill)

SAM

PLE

/ CO

RE

NO

.

DATE START: 3/06/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

CASING HAMMER: N.A.





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

35

2 R1 36-41 5.0/5.0 100 50 4

3.5 2

3.5 3

40 4 3

4 8

4 R2 41-46 5.0/5.0 100 84 0

5 2

4 2

45 4 4

4 1

4 R3 46-51 5.0/5.0 100 72 0

5 0

5 0

50 5 5

4 >10

6 R4 51-56 5.0/4.0 80 40 FZ ND

6.5 2

6 2

55 5 >10

6 8

3.5 R5 56-61 5.0/5.0 100 68 3

4 2

4 0

60 4 0



HARDNOTES:

4. Spun and washed casing to 34 feet and sealed casing into bedrock with grout.

462499.91

BORING NO. 44


Buchanan, NY


G. SURF. EL.

FOREMAN: Doug Wood

FZ

FZ

FZ

FZ

FZ

4

NO

TES

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

604516.43

STABILIZATION TIME


DATUM: NGVG 1929BL

OW

S / 6

INC

H

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

R5: Hard, fresh, fine grained, tan-white MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to moderately close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION

R2: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;43.0'-45.0': Fracture zone, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

Top of bedrock at approximately 31 feet

R1: Fracture zone. Hard, fresh, fine grained, gray to white MARBLE with faint, very thin to thin, sub-vertical foliation: smooth, very close, horizontal to sub-vertical, iron-oxide stained joints/fractures;36'-40': Fracture zone, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, silt coated, iron-oxide stained joints/fractures; mylonized texture;49.5' - 51.0': Fracture zone, smooth to rough, very close, sub-horizontal to sub-vertical, silt coated, iron-oxide stained joints/fractures.

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical iron-oxide stained joints/fractures; mylonized texture;54.0' - 56.0': Fracture zone, smooth, very close, sub-horizontal to vertical, iron-oxide stained joints/fractures.




BORING LOG




93.52 feet

DEPTH CASING

SH. 2 OF 4

Rev. 1 - MAP

1'-3'

85°-90°

35°-55°

55°-85°

>10'

0°-5°

5°-35°

BORING NO. MW-44



NO. PER FT

FZ

FZ

FZ

FZ


ATTITUDE

4-8

>30

HARDNESS

IN SITU PROPERTIES

DATE START: 3/06/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

2"-1'

3'-10' (4) 11-20

<2" (1) 0

>50

VERY SOFT

2-4

COHESIVE SOILS

15-30

30-50 8-15

BPF

<2

GRANULAR SOILS

0-4

4-10

10-30

(2) 1-2

(3) 3-10


FZ

FZ








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 FZ 7

2.5 R6 61-66 5.0/5.0 100 82 4

3 1

3.5 0

65 3 1

4 FZ 3

4 R7 66-71 5.0/4.8 100 100 0

3 0

4 0

70 4 0

4 0

4 R8 71-76 5.0/5.0 100 100 1

4 0

4 0

75 4 0

4 1

3 R9 76-81 5.0/5.0 100 100 0

5 0

4 0

80 5 1

5 3

3 R10 81-86 5.0/5.0 100 100 0

7 0

3 0

85 4 0

4 0

4 R11 86-91 5.0/5.0 100 100 1

3 0

3 0

90 4 1



HARDNOTES:


Buchanan, NY41.0017869.00

Rev. 1 - MAP

604516.43



BORING NO. 44

DATE

PROJECT NO:

DEPTHGROUND WATER READINGS


0-4


ANGLESPACING/THICKNESSNO. PER FT

0°-5°

ATTITUDE


30-50 8-15

10-30

4-10



4-8


<2

GRANULAR SOILS

TOTA

L C

OR

E R

EC (%

)

SH. 3 OF 4

HARDNESS

IN SITU PROPERTIES

WEATHERING

462499.91


BORING LOG



VERY SOFT

DATE END : 3/10/06

R10: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R8: Hard, fresh, moderately to slightly weathered, slightly fractured to sound, fine grained, tan-white MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, widely spaced, sub-vertical, iron-oxide stainedsilt coated joints/fractures, slightly pitted texture along healed calcified joints/fractures.

60.0' - 61.0': Fracture zone, rough, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

R9: Hard, fresh, fine grained, gray to tan-white MARBLE with faint, very thin, sub-vertical foliation: rough, close, sub-vertical, iron-oxide stained joints/fractures; transitional contact between gray and tan-white marble at 78.8'.

SAMPLE DESCRIPTION

R7: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical to convoluted, foliation: no apparent joints/fractures.

DATE START: 3/06/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

FOREMAN: Doug WoodSAMPLER: Split Spoon

CASING HAMMER: N.A.

R11: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-vertical, slightly weathered joints/fractures.

>50 85°-90°

3'-10'

>10'

5°-35°

1'-3'

2"-1'

<2"

2-4

COHESIVE SOILS

15-30

>30

(4) 11-20

(1) 0

(2) 1-2

(3) 3-10 35°-55°

55°-85°

BORING NO. MW-44

RQ

D (%

)

N

VAL

UE


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

DATUM: NGVG 1929

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth to rough, very close to moderately close, silt coated, iron-oxide stained joints/fractures; healed calcified breccia; slightly pitted texture along calcified joints/fractures;65.5' - 66.0': Fracture zone, smooth, very close, sub-horizontal to sub-vertical, silt coated, iron-oxide stained joints/fractures.

NO

TES

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 0

3 R12 91-96 5.0/5.0 100 100 0

4 0

3 0

3 0

95 4 0

4 R13 96-101 5.0/4.8 96 100 0

4 0

3 0

4 0

100 4 0

3 R14101-105 4.0/4.0 100 100 0

3 0

3 0

3 0

105

110

115



HARDNOTES:

5. Monitoring wells installed within the borehole (refer to installation log for details); 12" diameter well vault installed within concrete, flush with ground surface.

Buchanan, NY

BORING NO. 44


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

Rev. 1 - MAP

604516.43

NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING

STABILIZATION TIME



DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

R14: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; mylonized texture.

5

RQ

D (%

)

N

VAL

UE

R12: Hard, fresh, fine grained, gray to light gray, MARBLE with faint, very thin, convoluted sub-horizontal to sub-vertical foliation: no apparent joints/fractures.

G. SURF. EL.

DATE

DATUM: NGVG 1929

GRANULAR SOILS

SAMPLE DESCRIPTION

DATE END : 3/10/06

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

BORING LOG




93.52 feet 462499.91

SH. 4 OF 4

1'-3'

BORING NO. MW-44

85°-90°

35°-55°

55°-85°

DEPTH CASING

ATTITUDE

4-8

>30



<2"

2-4

COHESIVE SOILS


TOTA

L C

OR

E R

EC (%

)

NO. PER FT

(1) 0

DATE START: 3/06/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

R13: Hard, fresh, fine grained, gray to white MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; mylonized texture.


2"-1'

3'-10'

>10'


5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

15-30


0-4

WEATHERINGBPF

<2

HARDNESS


0°-5°

10-30

VERY SOFT









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

4 R1 5.0/1.5 30 0

3

3

15 4

4

3 R2 4.0/3.9 97 87 0

3 7

4 0

20 3 1

3 R3 5.0/5.0 100 85 4

3 1

4 3

4 0

25 3 0

4 R4 5.0/5.0 100 90 0

2 3

3 FZ 1

3 FZ 0

30 3 0



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 6 feet. Spun and washed 4-inch diameter (HW) casing from 6 to 11.5 feet and took R1.2. Spun and washed casing to 16.5 feet (top of bedrock at 15 feet). Interface sealed with grout to stabilize casing.

2

11.5 - 16.5

16.5 - 20.5 R2: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-

horizontal foliation: smooth, very close to moderately close, horizontal to sub-horizontal iron-oxide stained joints/fractures.

20.5 - 25.5 R3: Hard, fresh, fine grained, gray MARBLE with faint very thin, sub-

horizontal foliation: smooth, very close to wide, moderately dipping to sub-vertical iron-oxide stained joints/fractures;22.6'-24.2': light gray - marble zone;

25.5 - 30.5

R1: Boulders and Marble rock fragments.


GRANULAR SOILS

WEATHERINGBPF


>50

5°-35°

R4:Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-horizontal foliation: smooth to rough, very close to wide, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures.26.8' - 28.3' Fracture zone: smooth to rough, very close to wide, sub-horizontal, slightly weathered, iron-oxide stained-joints/fractures.


FZ


(3) 3-10

(4) 11-20

2"-1'

30-50 8-15

10-30

0-4

4-10

(1) 0

SH. 1 OF 3BORING LOGBORING NO. MW- 45

Indian Point Energy Center41.0017869.00

DATE DEPTH CASINGGROUND WATER READINGS

STABILIZATION TIME

1

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

<2 VERY SOFT

HARDNESS

IN SITU PROPERTIES

WEATHERING

462385.52604471.96DATUM: NGVG 1929

ATTITUDE

4-8


85°-90°

WIDE/THICK


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

MOD CLOSE/MOD THICK

0°-5°

MW-45

NO. PER FT

>10'

35°-55°

55°-85°

BORING NO.

<2"

2-4

COHESIVE SOILS

15-30

1'-3'

(2) 1-2


3'-10'

NO

TES


CLOSE/THIN

SAMPLE DESCRIPTION


DATE END : 3/24/06

ENGINEER: Anton GallasCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ)

Refer to Table 6.1 for Groundwater DataFOREMAN: Dave CarterBORING CO.: Aquifer Drilling and Testing

DATE START: 3/20/06

SAM

PLE

DEP

TH

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

SAM

PLE

/ CO

RE

NO

.

Entergy Nuclear NortheastBuchanan, NY 53.66 feetG. SURF. EL.


PROJECT NO:





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

2 R5 5.0/5.0 100 80 0

3 0

2 0

3 0

35 3 0

2 R6 5.0/5.0 100 94 3

2.5 3

2.5 0

3 0

40 3 0

2.5 R7 5.0/5.0 100 84 1

2 0

2 8

2 3

45 2 0

2 R8 5.0/5.0 100 100 0

2 1

2 1

3 0

50 3 0

1.5 R9 5.0/5.0 100 90 1

1.5 FZ 10

2 0

2.5 1

55 2.5 1

2 R10 5.0/5.0 100 74 0

2 1

2 1

2.5 0

3 FZ 9



HARDNOTES:

3. Graphitic mica observed in drilling fluid while drilling between 30.5ft and 35.5ft.

3

DATUM: NGVG 1929

55.5 - 60.5

50.5 - 55.5

45.5 - 50.5

R9: Hard, fresh, white to dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, sub-vertical to vertical, iron-oxide stained joints/fractures.51.3'-52.0': Fracture zone, smooth to rough, very close to moderately close, sub-vertical to vertical, iron-oxide stained joints/fractures;52.2': Contact between gray-white Marble.

R10: Hard, slightly weathered to fresh, light to dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, moderately dipping to vertical; CLAY GOUGE, iron-oxide stained joints/fractures;59.3'-61.0': Fracture zone, smooth to rough, very close to moderately close, moderately dipping to vertical; CLAY GOUGE, iron-oxide stained.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

R6: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-horizontal, foliation: smooth, very close to wide, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R7: Moderately hard to hard, slightly weathered to fresh, white to dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to wide, sub-vertical to vertical iron-oxide stained joints/fractures.

30.5 - 35.5

35.5 - 40.5

R5: Hard, fresh, dark gray MARBLE with very thin, sub-horizontal foliation: rough, wide, sub-vertical slightly weathered joints/fractures.

40.5 - 45.5

GRANULAR SOILS


SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

BORING LOG




53.66 feet


SH. 2 OF 3


>10'

1'-3'

BORING NO. MW-45

85°-90°

35°-55°

COHESIVE SOILS

N

VAL

UE

R8: Hard, fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, close to moderately close, sub-horizontal to vertical, iron-oxide stained joints/fractures



<2"

2"-1'

3'-10' WIDE/THICK

DEPTH CASING

ATTITUDE

4-8

>30

VERY SOFT

DATE START: 3/20/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

CASING HAMMER: N.A.

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)


WEATHERING

PROJECT NO: 41.0017869.00G. SURF. EL.

NO

TES

STABILIZATION TIME



604471.96

55°-85°

MOD CLOSE/MOD THICK

BPF

<2

HARDNESS NO. PER FT

(1) 0

2-4

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

15-30

0-4

4-10

10-30



CLOSE/THIN

0°-5°

5°-35°

WEATHERING

BORING NO. MW- 45

HARDNESS

IN SITU PROPERTIES



Buchanan, NY 462385.52








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

602 R11 5.0/5.0 100 98 7

2 0

2 0

2.5 0

65 3 0

70

75

80

85



HARDNOTES:

4. Monitoring wells installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with ground surface.

4

0-4

4-10

10-30



CLOSE/THIN

0°-5°

5°-35°

WEATHERING

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

2-4

15-30

BPF

<2


VERY SOFT

COHESIVE SOILS

35°-55°

55°-85°

MOD CLOSE/MOD THICK

SH. 3 OF 3

DRILLING RIG MODEL: CME 55 Truck RigSAMPLER HAMMER: N.A.CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A. DATE START: 3/20/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

NO. PER FT

(1) 0


WEATHERING

85°-90°

ATTITUDE

4-8

>30

2"-1'

3'-10'

<2"

DEPTH CASING

NO

TES

462385.52604471.96

HARDNESS

IN SITU PROPERTIES

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

DATUM: NGVG 1929


1'-3'

BORING NO. MW-45

>10'

WIDE/THICK


BORING LOG




53.66 feet


BORING NO. MW- 45


R11: Hard, fresh, fine grained, white to dark gray MARBLE with no apparentfoliation: two, rough, close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

GRANULAR SOILS


SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH


N

VAL

UE

60.5-65.5

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)


Buchanan, NY

STABILIZATION TIME


DATE








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

5 R1 5.0/3.4 67 0

4

3 10

10 12 10

12 10

3 R2 5.0/3.6 72 40 20

3 20

3 8

15 12 1

9 5

3 R3 5.0/5.0 100 82 5

3 FZ 5

3 0

20 4 1

3 2

3 R4 5.0/5.0 100 100 0

3 0

3 1

25 4 0

4 0

3 R5 5.0/5.0 100 68 FZ 7

3 0

3 0

30 6 FZ 0



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation to 5 feet (top of bedrock). Spun and washed 4-inch diameter (HW) casing to 6.5 feet and set into rock with grout.

11.5 - 16.5

R2: Hard, fresh, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth to rough, very close to close, horizontal to vertical, iron-oxide stained joints/fractures; healed breccia, with very thin calcite mineralization.

26.5 - 31.5

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, horizontal to sub-vertical, iron-oxide stained joints/fractures; trace pitted texture along calcite mineralized joints/fractures between 18' and 20.2';15.6'-16.5' and 17.0'-17.7': Fracture zone, smooth, very close to close, horizontal to sub-vertical, iron-oxide stained joints/fractures.

16.5 - 21.5

21.5 - 26.5

R5: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures;26.5'-27.1' and 29.5'-30.0': Fracture zone, smooth, very close, horizontal to vertical, iron-oxide stained joints/fractures.

FZ

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED



FZ

1

R1: Hard, fresh to slightly weathered, fine grained, light gray to white MARBLE, with no apparent foliation: smooth, very close, horizontal to vertical, iron-oxide stained joints/fractures;6.5'-13.8': Fracture zone, smooth, very close, horizontal to vertical iron-oxide stained joints/fractures.


6.5-11.5

NO

TES


0-4 <2


GRANULAR SOILS

WEATHERINGBPF

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth moderately close, sub-horizontal to sub-vertical iron-oxide stained joints/fractures.

4-10

10-30

3'-10'

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

PROJECT NO:462431.26604328.72



G. SURF. EL. 18.08 feetDATUM: NGVD 1929

DRILLING RIG MODEL: CME LT55 Track RigSAMPLER HAMMER: N.A.



BORING NO. MW- 46

N

VAL

UE

DATE END : 2/17/06

SAMPLE DESCRIPTION

HARDNESS

IN SITU PROPERTIES

WEATHERING

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)


2"-1'

ATTITUDE

4-8

>30

35°-55°

VERY SOFT

BORING NO. MW-46


55°-85°

FZ


85°-90°

NO. PER FT

(1) 0

1'-3'

0°-5°

5°-35°

>10'


<2"

2-4

COHESIVE SOILS

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

FZ

GROUND WATER READINGSFOREMAN: Dave CarterBORING CO.: Aquifer Drilling and Testing

DATE

SAM

PLE

/ CO

RE

NO

.

DATE START: 2/14/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

BLO

WS

/ 6 IN

CH

TOTA

L C

OR

E R

EC (%

)

SAM

PLE

DEP

TH

RQ

D (%

)

41.0017869.00


FZ

FZ

FZ

FZ






1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

6 85

35

40

45

50

55



HARDNOTES:

2. Borehole left open as an open borehole monitoring point. No equipment installed (refer to installation log for details). 12" diameter well vault installed within concrete, flush with the ground surface.

STABILIZATION TIME


NO

TES

2

HARDNESS

IN SITU PROPERTIES

WEATHERING

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE




BORING LOG





DEPTH

462431.26

85°-90°

BORING NO. MW-46

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

(2) 1-2

1'-3'

>10'

ATTITUDE

4-8

>30

DATE START: 2/14/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

2"-1'

3'-10'

WEATHERING

CASING HAMMER: N.A.

RQ

D (%

)

SH. 2 OF 2

DRILLING RIG MODEL: CME LT55 Track RigSAMPLER HAMMER: N.A.

0°-5°

5°-35°

35°-55°

55°-85°30-50 8-15

10-30

>50

(3) 3-10

(4) 11-20



0-4

4-10


GRANULAR SOILS

BPF

<2 VERY SOFT

BORING NO. MW- 46


41.0017869.00

CASINGDATERefer to Table 6.1 for Groundwater Data

604328.72DATUM: NGVD 1929


Buchanan, NYPROJECT NO:








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10


15 3 R1 14-19 5.0/4.8 95 36 7

3 15

10 13

3 9

3 2

20 3 R2 19-24 5.0/5.0 100 86 0

4 0

3 FZ 0

2 4

3 2

25 3 R3 24-29 5.0/5.0 100 90 5

3 2

2 1

3 1

3 FZ 2

30 3 R4 29-34 5.0/5.0 100 88 >10


VERY LOOSE VERY SOFT 1 1 COMPLETE VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE MOD CLOSE/MOD THCK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Performed 8-inch diameter vacuum excavation to 6 feet. Spun and washed 6-inch diameter (SW) casing from 6 to 14 feet. Bedrock encountered at about 13 feet. SW casing set into the bedrock with grout.


HARDNESS

IN SITU PROPERTIES

WEATHERING

MW-47

1

5°-35°

35°-55°

55°-85°

85°-90°

BORING NO.

BORING LOG


ENGINEER: Anton Gallas/ Daniela Bastos


70.32 feet



Buchanan, NY

3'-10'

1'-3'


CASING


0°-5°<2"

DATE START: 2/28/06

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

STABILIZATION TIME


FOREMAN: Dave Carter

>10'

(3) 3-10

(4) 11-20

NO. PER FT ATTITUDE

4-8

>30

(1) 0

2-4

>50

4-10


R1: Hard to moderately hard, moderately to slightly weathered, fine grained, gray dolomitic MARBLE with no apparent foliation: rough, very close to close, horizontal to vertical, iron-oxide stained silty sand coated, healed calcified, brecciated texture joints/fractures;15.7'-18.5': Fracture zone, rough, very close to close, horizontal to vertical, iron-oxide stained, silty sand coated joints/fractures.

R2: Hard, moderately weathered to fresh, fine grained, gray MARBLE with no apparent foliation: rough, very close to wide, moderately dipping to sub-vertical iron-oxide stained joints/fractures; healed, calcified brecciated texture;

22.8'-23.1': Fractured zone, rough, very close, moderately dipping to subvertical, iron-oxide stained joints/fractures..

R3: Moderately hard to hard, slightly weathered to fresh, fine grained, gray MARBLE with no apparent foliation: rough, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures;26.0'-26.4': deep vugular zone along pitted, irregular, calcified joints/fractures.

(2) 1-2

0-4

2"-1'

FZ

FZ

SH. 1 OF 3

BORING NO. MW- 47


DATUM: NGVD 1929


41.0017869.10G. SURF. EL. 462664.08

604651.13BL

OW

S / 6

INC

H

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DEPTH

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

NO

TES

30-50 8-15

10-30

15-30

GRANULAR SOILS


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

PROJECT NO:

CASING HAMMER: N.A.

COHESIVE SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

FZ

FZ


DATE END : 3/3/06

VERY SOFT

BPF

<2

WEATHERINGHARDNESS





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 0

3 0

3 1

3 1

35 3 R5 34-39 5.0/5.0 100 97 0

3 0

3 1

4 2

3.5 FZ 1

40 8 R6 39-44 5.0/5.0 100 86 7

4 2

3 1

3 0

3 0

45 2 R7 44-49 5.0/5.0 100 95 2

3 1

3 0

3 0

3 0

50 3 R8 49-54 5.0/5.0 100 100 0

3 0

3 0

3 1

3 0

55 2 R9 54-59 5.0/5.0 100 100 0

2 1

3 0

3 1

3 1

3 R10 59-64 5.0/5.0 100 100 0



HARDNOTES:


Buchanan, NY

STABILIZATION TIME


604651.13

HARDNESS

IN SITU PROPERTIES

DATUM: NGVD 1929

DATE

WEATHERING

BORING NO. MW- 47

462664.08PROJECT NO: 41.0017869.10G. SURF. EL.

R7: Hard, fresh, fine grained, light to dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to wide, horizontal joints/fractures; healed breccia with calcic mineralization iron-oxide stained.

R8: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, wide, sub-horizontal; iron-oxide stained joints/fractures.

R9: Hard, fresh, fine grained, white to light gray MARBLE with no apparentfoliation: smooth to rough, moderately close to wide, horizontal, iron-oxide stained joints/fractures.

ROCK CORE CHARACTERISTICS JOINT/FRACTURE CHARACTERISTICS

(2) 1-2

VERY SOFT <20-4

35°-55°

55°-85°

BPF ANGLESPACING/THICKNESSHARDNESS WEATHERING

0°-5°

5°-35°

>50

30-50 8-15

10-30

4-10

GRANULAR SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

DATE START: 2/28/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

2"-1'

3'-10'

SAMPLE DESCRIPTION

FZ

(3) 3-10

(4) 11-20

ATTITUDE

4-8

>30

DEPTH CASINGCASING SIZE: 6-inch diameter (SW)CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

BORING NO. MW-47

85°-90°>10'

SH. 2 OF 3



FOREMAN: Dave CarterBORING CO.: Aquifer Drilling and Testing

BORING LOG




70.32 feet


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

R4: Hard, fresh, fine grained, gray MARBLE with foliation: smooth to rough, very close to wide, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures; healed breccia with calcic mineralization.

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R5: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: smooth, close to wide, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures; healed breccia, with calcic mineralization.

R6: Hard, fresh to slightly weathered, fine grained, gray to light gray MARBLE with no apparent foliation: smooth to rough, very close to wide, horizontal to sub-horizontal, moderately weathered, clay coated, iron-oxide stained joints/fractures;39.2'-39.5': CLAY GOUGE.39.1'-40.2': Fracture zone, smooth, very close, horizontal to sub-horizontal, clay coated, iron-oxide stained joints/fractures.

NO

TES











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 0

3 0

3 0

3 0

3 R11 64-69 5.0/5.0 100 100 0

65 3 1

3 0

3 0

3 0

3 R12 69-74 5.0/5.0 100 100 0

70 3 1

3 1

4 0

4 0

3 R13 74-79 5.0/5.0 100 100 0

75 3 0

3 0

4 0

4 0

3 R14 79-80 1.0/1.0 100 100 0

80

85



HARDNOTES:

2. Monitoring wells installed within the borehole (refer to installation log for details); 12" diameter well vault installed within concrete, flush with ground surface.

BORING NO. MW- 47

462664.08604651.13

R10: Hard, fresh, fine grained, gray MARBLE with faint, very thin, foliation: no apparent joints/fractures; healed breccia with calcic mineralization.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

DEP

TH (F

T)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAMPLE DESCRIPTION

SAM

PLE

/ CO

RE

NO

.

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

DATE END : 3/3/06


BORING LOG




70.32 feet

SH. 3 OF 3



<2"

2-4

COHESIVE SOILS

NO. PER FT

>10'


ANGLE


R13: Hard, slightly weathered, fine grained gray MARBLE with very close, convoluted sub-horizontal to sub-vertical foliation: no apparent joints/fractures.


2

DATE START: 2/28/06

NO

TES

STABILIZATION TIME


DEPTH

35°-55°

(1) 0

1'-3'

BORING NO. MW-47

0°-5°

5°-35°

85°-90°

ATTITUDE

4-8

>30

10-30

>50

(3) 3-10

2"-1'

3'-10'

SPACING/THICKNESS

55°-85°

(2) 1-2


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


CASING


DATE


Buchanan, NY

(4) 11-2030-50 8-15

4-10

15-30

0-4


VERY SOFT <2

GRANULAR SOILS

DATUM: NGVD 1929

R14: Hard, slightly weathered, fine grained gray MARBLE with very close, convoluted sub-horizontal to sub-vertical foliation.

HARDNESS

IN SITU PROPERTIES

WEATHERING

R12: Hard, fresh, fine grained, gray MARBLE with faint, very thin foliation: smooth to rough, wide, horizontal, iron-oxide stained joints/fractures.

R11: Hard, fresh, fine grained, gray MARBLE with faint, very thin foliation: smooth to rough, wide, horizontal, iron-oxide stained joints/fractures.











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

5

10 S1 9-11 3 - 25 35 24/14

10 - 7

15

20 S2 19-21 3 - 2 24 24/18

22 - 22

25

3 R1 25-30 5.0/4.5 90 13 3

2 4

3 7

2.5 14

30 10 12



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation to 5 feet. Spun and washed 4-inch diameter (HW) casing to sampling depths from 5 to 19 fee2. Spun and washed HW casing from 19 to 25 feet (top of bedrock). Casing removed after well completion

FINAL BORING DEPTH (FT): 40 feet

SAMPLE DESCRIPTION


IN SITU PROPERTIES

WEATHERING

NO

TES

FRAC

TUR

ED Z

ON

E O

BSER

VED

BORING LOG




SH. 1 OF 2

DRILLING RIG MODEL: CME 55 Truck RigCASING

>10' 15-30

NO. PER FT

(1) 0

BPF

<2

HARDNESS

VERY SOFT

1'-3'

BORING NO. MW-48

85°-90°

WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK


>30

ATTITUDE

COHESIVE SOILS

WEATHERING

BLO

WS

/ 6

INC

H


S2: 19.0' - 20.1': Dark gray wet SILT, some fine gravel.20.1' - 21.0' fine to coarse light gray GRAVEL, some fine to coarse wet Sand (FILL).

ROCK CORE: 3 7/8-inch diameter (HQ) DATE END : 1/27/06S

OIL

PE

N. /

RE

C.(I

N /

IN)

RO

CK

PE

N./R

EC

. (FT

/FT)

DE

PTH

(FT)

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

DATE START: 1/26/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

CASING HAMMER: N.A.

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)



Buchanan, NY


4-10

10-30


(2) 1-2

0-4 <2"

>50

(3) 2-10

(4) 10-2030-50 8-15 3'-10'

0°-5°

5°-35° 2-4 2"-1' CLOSE/THIN


4-8


FZ

FZ

FZ

FZ

FZ


R1: Hard, fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, horizontal to vertical, iron-oxide stained joints/fractures;25.0'-37.6': Fracture zone, smooth to rough, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.

S1: Dense, light grey fine to coarse GRAVEL, trace fine to medium Sand (FILL).

1

2

BORING NO. MW- 48


PROJECT NO: 41.0017869.10

STABILIZATION TIME

462015.66603473.78

DEPTH

DATUM: NGVD 1929





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER

3 R2 30-35 5.0/5.0 100 23 8

3 4

4 7

3 >10

35 4 >10

4 R3 35-40 5.0/5.0 100 58 >10

4 2

5 5

5 0

40 5 0



HARDNOTES:

3. Monitoring wells installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with ground surfa2. Spun and washed HW casing from 19 to 25 feet (top of bedrock). Casing removed after well completion


NO

TES

3


WEATHERING

VERY SOFT VERY CLOSE/VERY THIN

SPACING/THICKNESS ATTITUDE ANGLE

<2" 0°-5°

4-10

10-30


1'-3'

CLOSE/THIN

>50

(2) 1-2

30-50 8-15 (4) 10-20

15-30

MOD CLOSE/MOD THICK (3) 2-10


5°-35°


BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

DATE END : 1/27/06

TOTA

L C

OR

E R

EC

(%)

DE

PTH

(FT)

CA

SIN

G(B

PF)

/

CO

RIN

G (M

IN/F

T)

SA

MP

LE /

CO

RE

NO

.

0-4

HARDNESS

2"-1'


2-4

COHESIVE SOILS

NO. PER FT

(1) 0

BPF

<2



CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A. DATE START: 1/26/06

DR

ILLI

NG

FLU

ID L

OS

S(G

ALL

ON

S)

4-8

>30

35°-55°

55°-85°

MW-48BORING NO.

3'-10'

>10'

SH. 2 OF 2

462015.66603473.78

85°-90°

WIDE/THICK

BORING LOG



15.39 feet

DEPTH STABILIZATION TIMECASINGFOREMAN: Doug Wood

Buchanan, NY

BORING NO. MW- 48

WEATHERING

FRAC

TUR

ED Z

ON

E O

BSER

VED

SA

MP

LE D

EP

TH

N

VA

LUE

IN SITU PROPERTIES

RQ

D (%

)SAMPLE DESCRIPTION


R2: Hard, slightly weathered to fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, horizontal to vertical, slightly weathered joints/fractures.

R3: Hard, slightly weathered to fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.





DATUM: NGVD 1929FINAL BORING DEPTH (FT): 40 feet








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

S1 10-12 9 - 16 22 24/6 S1: Dense, moist, moderately weathered gray MARBLE. (Fill)

6 - 8

15

S215.0-16.3 28 - 66 100 16/6

100/4"

20

S3 20-22 5 - 3 5 24/4 S3: Loose, fine, reddish gray GRAVEL (Fill).

2 - 3

Top of weathered bedrock at approximately 23 feet

25

S4 25-27 100/4" 100 0.3/0.1S4: Very dense, fresh, gray MARBLE fragments.

S530.0-30.1 100/1" 100 0.1/0.1

S5: Very dense, wet, gray MARBLE fragments.



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 5 feet. Spun and washed 4-inch diameter (HW) casing to sampling depths from 5 to 30 feet. Top of weathered bedrock encountered at approximately 23 feet.

BORING LOG



DATEGROUND WATER READINGS

FOREMAN: Dave Carter STABILIZATION TIME

SH. 1 OF 3

BORING NO. MW- 49

1'-3'

BORING NO. MW-49


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAMPLE DESCRIPTION

NO

TES

35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°

WIDE/THICK



ATTITUDE

4-8

>30

3'-10'


(1) 0 <2"

2-4

COHESIVE SOILS

NO. PER FT


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

>50

GRANULAR SOILS

N

VAL

UE

30-50 8-15


G. SURF. EL. 14.58 feet

S2: Very dense, slightly weathered to fresh, fragments of gray MARBLE, and white Limestone.

DATE START: 3/13/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

DATE END : 3/16/06

604445.56


Buchanan, NY


PROJECT NO: 41.0017869.10

DEPTH

HARDNESS

IN SITU PROPERTIES

WEATHERING

463080.21

SAMPLER: Split SpoonCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

DRILLING RIG MODEL: Davie DK515 Track Rig

(2) 1-2

(3) 3-10

(4) 11-20

0°-5°

5°-35°2"-1'



CLOSE/THIN

10-30

WEATHERINGBPF

<2

HARDNESS

VERY SOFT0-4

4-10

(No Soil Samples taken from 0 to 10 feet)

DATUM: NGVG 1929

1





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 R1 30-35 5.0/1.2 25 10 >20

3 >20

4 >20

4 >20

35 4 10

4 R2 35-40 5.0/3.2 63 12 >20

2 >20

2 >20

5 4

40 4 10

1.5 R3 40-45 5.0/2.0 40 0 NA

1.5 NA

2 NA

1 NA

45 1 NA

1 R4 45-50 5.0/4.2 83 58 NA

2 2

2 4

2 0

50 1 2

0.5 R5 50-55 5.0/2.6 51 0 NA

0.5 NA

0.5 20

1.5 15

55 1.5 20

2 R6 55-60 5.0/5.0 100 40 2

2 0

2 6

4 5

2 8



HARDNOTES:

2. Set HW casing into bedrock at 30 feet with grout.

FZ

FZ

R1: Very soft to hard, severely weathered to fresh, fine grained gray MARBLE, with no apparent foliation: smooth to rough, very close to close, horizontal tovertical, silt coated joints/fractures; several discontinuous, pitted, calcitamineralized joints/fractures.

30'-46': Fractures zone: smooth to rough, close to very close, horizontal tovertical, iron-oxide stained joint/fractures.

R3: Soft to hard, frsh to severely weathered, fine grained, gray MARBLE;with no apparent foliation: smooth to rough, very close to close, horizontalto vertical, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

IN SITU PROPERTIES

WEATHERING


(1) 0VERY SOFT


ANGLE

0°-5°

ATTITUDE

2

SPACING/THICKNESS


CLOSE/THIN

FZ

FZ

50-55': Fracture zone: smooth, very close, subhorizontal, iron-oxide stainedjoints/fractures.

R-6: Hard, fresh, fine-grained, gray MARBLE, with no apparent foliation;smooth, very close to moderately close, subhorizontal, iron-oxide stained,healed microbreccia; joints/fractures.

0-4 <2

WEATHERINGBPF

COHESIVE SOILS

NO. PER FT


5°-35°

<2"

(4) 11-20


35°-55°

55°-85°

MOD CLOSE/MOD THICK

2"-1'

8-15

>50

(2) 1-2

10-30

4-10 2-4

(3) 3-10


Indian Point Energy CenterPROJECT NO:Entergy Nuclear Northeast

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

WIDE/THICK30-50

DRILLING RIG MODEL: Davie DK515 Track RigSAMPLER: Split Spoon

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

N

VAL

UE

GRANULAR SOILS

4-8

>30

DATE START: 3/13/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

G. SURF. EL.

NO

TES

463080.21604445.56

STABILIZATION TIME



15-30

3'-10'

R2: Medium hard to very soft to hard, fresh to weathered, fine grained,gray MARBLE with no apparent foliation: smooth to rough, very close toclose, subhorizontal to vertical, iron-oxide stained joints/fractures; pittedtexture along calcite mineralized joints/fractures; occaisional vugulartexture.

1'-3'

BORING NO. MW-49

DATE END : 3/16/06

>10'




FZ

FZ

R4: Medium to hard, fresh to slightly weathered, fine grained, grayMARBLE with no apparent foliation: smooth to rough, very close tomoderately close, subhorizontal to moderately dipping, iron-oxide stainedjoints/fractures.

R5: Hard, fresh, fine grained gray MARBLE, with no apparent foliation:smooth, very close horizontal to vertical, iron-oxide stained, joints/fractures

FZ

FZ

Buchanan, NY

BORING NO. MW- 49


DATUM: NGVG 192914.58 feet

DEPTH CASINGBORING CO.: Aquifer Drilling and Testing

41.0017869.10








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

2 R7 60-65 5.0/5.0 100 0 12

1 12

2 12

1.5 12

65 1.5 12

70

75

80

85



HARDNOTES:

3. Monitoring wells installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.4. A 2-inch-diameter PVC well was also installed within the overburden soils in a separate, adjacent borehole. Refer to the installtion log for details.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

3, 4

GRANULAR SOILS

15-30

NO. PER FT

(1) 0

3'-10'

1'-3'

(4) 11-20

BORING LOG




FOREMAN: Dave CarterCASING SIZE: 4-inch diameter (HW)

41.0017869.10

SH. 3 OF 3

>10'


SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

R7: Moderately hard to hard, slightly to moderately weathered, gray MARBLE, with sub-vertical dipping, healed, moderately weathered, very close joints/fractures.


(3) 3-10


BORING NO. MW-49


ATTITUDE

WEATHERING

CASING

4-8

30-50

CASING HAMMER: N.A.

BORING CO.: Aquifer Drilling and TestingDRILLING RIG MODEL: Davie DK515 Track Rig

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

N

VAL

UE



ROCK CORE CHARACTERISTICSCOHESIVE SOILS

PROJECT NO:

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

8-15

DATE START: 3/13/06

DR

ILLI

NG

FLU

ID L

OSS

(GAL

LON

S)

BORING NO. MW- 49

G. SURF. EL.

NO

TES

STABILIZATION TIME

HARDNESS

IN SITU PROPERTIES

14.58 feet

DEPTH

85°-90°

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

>50

(2) 1-2



CLOSE/THIN

0°-5°

5°-35°2"-1'

<2"0-4

4-10

10-30

WEATHERINGBPF

<2

2-4

HARDNESS

VERY SOFT

Buchanan, NY


DATUM: NGVG 1929463080.21604445.56








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

4 R1 10-12 2.0/2.0 100 66 3

4 1

5 R2 12-17 5.0/4.9 97 88 0

5 0

15 5 1

4 3

4 1

4 R3 17-22 5.0/5.0 100 100 0

4 0

20 5 1

6 0

6 1

5 R4 22-27 5.0/4.5 90 8 FZ 1

3 FZ 15

25 3 FZ 20

3 FZ 20

4 FZ 20

3 R5 27-32 5.0/3.5 70 8 FZ 20

3 FZ 20

3 FZ 20



HARDNOTES:1. Spun and washed 4-inch diameter (HW) casing from 0 to 6 feet. Casing set into concrete with grout.2. Borehole advanced from 6 to 12 feet using 3 7/8-inch diameter (HQ) wireline core barrel.3. Borehole advanced from 12 to 37 feet using non-wireline, standard 3 7/8-inch diameter (HQ) core barrel.4. Drilling fluid lost while coring from 26 to 57 feet.

<2 VERY SOFT

HARDNESS SPACING/THICKNESS


R5: Hard to moderately hard, fresh to moderately weathered, fine grained, gray MARBLE, with faint, subvertical foliation: smooth, very close, moderately weathered, iron-oxide stained joints/fractures.

R4: 22.0' to 22.7' gray sound concrete, maximum aggregate diameter = 1", less than 5% air voids with maximum diameter of 3/16". 22.7' to 27.0': Hard, fresh to slightly weathered, fine grained, gray MARBLE, with faint, subvertical foliation: smooth, very close, slightly weathered, sub-horizontal to sub-vertical iron-oxide stained joints/fractures.

5°-35°

WEATHERING

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

0-4

4-10

10-30

IN SITU PROPERTIES

WEATHERING

R1: Gray sound, concrete, maximum aggregate diameter = 1". No apparent voids or discontinuity.

0°-5°

BORING NO. MW-50

(No Samples taken from 0 to 10 feet)

PROJECT NO:


DATE START: 3/7/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'

3'-10'

CASING HAMMER: N.A.BL

OW

S / 6

INC

H

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

ATTITUDE

4-8

>30

85°-90°>10'

1'-3'


BORING NO. MW-50

35°-55°

55°-85°

HARDNESS

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

BPF

JOINT/FRACTURE CHARACTERISTICS ANGLE

BORING LOG



14.92 feet

SH. 1 of 3


DRILLING RIG MODEL: CME L55 Track rig

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

ROCK CORE: 3 7/8-inch diameter (HQ) Wireline/Non-wireline DATE END : 3/13/06

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

N

VAL

UE

4


G. SURF. EL.



1

R2: Gray, sound, concrete, maximum aggregate diameter = 1". Estimated (Less than 5% of air voids with maximum diameter of 3/16"). Approximately at 15.5', weathered wood.


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

41.0017869.10

3

463039.18604494.30DATUM: NGVD 1929


Buchanan, NY

2

DATE


R3: Gray, sound, concrete, maximum aggregate diameter = 1". Estimated (Less than 5% of air voids with maximum diameter of 3/16").

NO

TES












1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 15

3 10

3 R6 32-37 5.0/2.4 48 0 20

2 20

35 3 10

2 20

3 15

4 R7 37-42 5.0/2.3 47 0 4 FZ 6

3 6 FZ 15

40 4 6 FZ 15

4 6 FZ 15

4 5 FZ 15

2 R8 42-47 5.0/0.0 0 0 FZ NA

3 FZ NA

45 3 FZ NA

7 FZ NA

3 FZ NA

3 R9 47-52 5.0/0.0 0 0 FZ NA

3 FZ NA

50 3 FZ NA

6 FZ NA

5 FZ NA

2 R10 52-57 5.0/0.0 0 0 FZ NA

4 FZ NA

55 3 FZ NA

3 FZ NA

4 FZ NA

3 R11 57-62 5.0/5.0 100 82 3

4 1

3 FZ 6



HARDNOTES:5. Driller switch back to 3 7/8-inch diameter (HQ) wireline core barrel. HQ wireline core barrel used from 37 to 67 feet.6. Split spoon sample in this zone indicated the presence of clay fault gouge.

DATE START: 3/7/06ENGINEER: Anton Gallas/Maurice Ponti

GROUND WATER READINGSFOREMAN: Dave CarterBORING CO.: Aquifer Drilling and Testing

5

Dril

ling

Flui

d Lo

ss

(Gal

lons

)


DEP

TH (F

T)

R8: No recovery.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

N

VAL

UE

G. SURF. EL.

SAMPLE DESCRIPTION

<2"

1'-3'

BORING NO. MW-50

85°-90°

35°-55°

55°-85°

>10' 15-30

5°-35°

0°-5°

CASING

ATTITUDE

4-8

>30

DRILLING RIG MODEL: CME L55 Track rig

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES


C

OR

ING

(MIN

/FT)


>50

30-50 8-15

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

2-4

HARDNESS

PROJECT NO:

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

(4) 11-20

R7: Hard to medium hard, fresh to moderately weathered, fine grained, gray MARBLE, with no apparent foliation: smooth, very close, sub-vertical to vertical iron-oxide stained joints/fractures.

R6: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with no apparent foliation; very close, smooth, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

(1) 0

2"-1'



IN SITU PROPERTIES

WEATHERING

463039.18604494.30

STABILIZATION TIME


41.0017869.10

3'-10'

HARDNESS

R10: No recovery.

(2) 1-2

COHESIVE SOILS JOINT/FRACTURE CHARACTERISTICS

R11: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures; slightly pitted texture along healed calcite weathered joints/fractures.


R9: No recovery.6

GRANULAR SOILS

(3) 3-10

VERY SOFT0-4

4-10

10-30

WEATHERINGBPF NO. PER FT

<2

ANGLE

Buchanan, NY

BORING NO. MW-50


Entergy Nuclear Northeast14.92 feet

DATUM: NGVD 1929FINAL BORING DEPTH: 67 feet














1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 FZ 6

3 1

4 R12 62-67 5.0/5.0 100 92 0

3 2

65 4 FZ 7

0

6

70

75

80

85



HARDNOTES:6. Monitoring wells installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.


R12: Hard, fresh, fine grained, gray MARBLE, with faint, sub-vertical foliation; smooth, very close to moderately close, moderately to sub-vertical, iron-oxide stained, joints/fractures;64.0'-64.5': Fractured zone, smooth, very close, sub-vertical, iron oxide stained joints/fractures.

6

4-10

10-30


0°-5°

5°-35°

WEATHERINGBPF

<2

2"-1'


SAMPLE DESCRIPTION

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

0-4

DATE START: 3/7/06

PROJECT NO: 41.0017869.10

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

CASING HAMMER: N.A.

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

VERY SOFT

SH. 3 of 3

DRILLING RIG MODEL: CME L55 Track rigSAMPLER HAMMER: N.A.

R11: 58.5 -60.4': Fractured zone; smooth, very close, horizontal to vertical, iron-oxide stained joints/fractures;

ATTITUDE

4-8

>30

<2"

2-4

CASING

35°-55°

55°-85°

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

3'-10'


>10'

HARDNESS

1'-3'

BORING NO. MW-50

85°-90°

BORING LOG



14.92 feet


G. SURF. EL.

STABILIZATION TIMECASING SIZE: 4-inch diameter (HW)


TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

GRANULAR SOILS


NO

TES

HARDNESS

IN SITU PROPERTIES

BORING NO. MW-50


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED WEATHERING


Buchanan, NY 463039.18604494.30DATUM: NGVD 1929









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

S1 10 - 10.2 100/2" 2/0

1.5 R1 11-16 5.0/2.3 46 0 NA

1.5 NA

1.5 NA

15 1.5 10

2 10

2 R2 16-21 5.0/5.0 100 68 3

3 3

2 3

20 4 3

2 0

3 R3 21-26 5.0/5.0 100 74 0

4 3

2 1

25 3 1

3 2

2 R4 26-31 5.0/5.0 94 86 0

2 1

2 1

3 3


VERY LOOSE VERY SOFT 1 1 COMPLETE <2" HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT 3'-10' SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERTICAL

HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 9 feet. Drove and washed 4-inch diameter (HW) casing to sampling depths from 9 to 11 feet. Top of bedrock at 10 feet.

HARDNESS

IN SITU PROPERTIES

WEATHERING

FZ

GRANULAR SOILS

0-4 VERY SOFT

FZ

R1: Hard, fresh, fine grained, white MARBLE with no apparent foliation: smooth to rough, very close, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures;11.0'-14.5': Fracture zone, smooth to rough, very close, horizontal to vertical, slightly weathered.

R2: Hard, fresh, fine grained, white MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, very close to close, horizontal to sub-vertical dipping, iron-oxide stained joints/fractures.

FZ

FZ

FZ

HARDNESS

MOD CLOSE/MOD THICK

ANGLE


CLOSE/THIN

0°-5°

WEATHERING

(3) 3-10

8-15

10-30 4-8

15-30


BORING NO. MW - 51

4-10


PROJECT NO: 41.0017869.10

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

WIDE/THICK

SH. 1 OF 7

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER: Split Spoon

2-4

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

DEPTH

COHESIVE SOILS

BPF

<2

NO. PER FT

(1) 0

S1: No recovery, piece of gravel on tip of spoon.

BORING NO. MW-51

(4) 11-20

>30

>50

30-50


STABILIZATION TIMECASINGRefer to Table 6.1 for Groundwater Data

G. SURF. EL. 461822.43604275.34

DATE

85°-90°

35°-55°

55°-85°


ATTITUDE

5°-35°

BORING LOG



69.64 feet

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06




1

(No Soil Samples taken from 0 to 10 feet)

SAM

PLE

DEP

TH (F

T)

N

VAL

UE

DATE START: 3/23/06


SAMPLE DESCRIPTION

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

Buchanan, NY


R4: Moderately hard to hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to wide, horizontal to sub-vertical iron-oxide stained joints/fractures.

R3: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to wide, horizontal to vertical, iron-oxide stained joints/fractures.

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

NO

TES

SAM

PLE

/ CO

RE

NO

.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 1

3 R5 31-36 5.0/5.0 100 80 1

3 1

3 2

35 2 1

2 4

3 R6 36-41 5.0/5.0 100 100 1

3 1

2 1

40 2 1

3 0

3 R7 41-46 5.0/5.0 100 66 FZ 1

3 FZ 4

2 0

45 4 FZ 2

3 FZ 7

3 R8 46-51 5.0/5.0 100 100 0

3 0

5 1

50 4 0

2 1

3 R9 51-56 5.0/5.0 100 100 1

3 1

4 0

55 3 0

4 0

3 R10 56-61 5.0/5.0 100 100 0

3 1

3 0

4 1



HARDNOTES:


Buchanan, NY

BORING NO. MW - 51

461822.43PROJECT NO: 41.0017869.10

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

NO

TES

R6: Moderately hard to hard, slightly weathered to fresh, fine grained light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, very close to wide, sub-horizontal to moderately dipping, moderately weathered joints/fractures.

R5: Moderately hard to hard, slightly weathered to fresh, fine grained light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, very close to wide, sub-horizontal to sub-vertical moderately weathered joints/fractures.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)


R10: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, sub-horizontal, iron-oxide stained joints/fractures.


FOREMAN: Doug Wood

DATE START: 3/23/06


G. SURF. EL.


FINAL BORING DEPTH: 200 feetDATUM: NGVD 1929 604275.34

DEPTH

BORING LOG



69.64 feet

STABILIZATION TIMECASING

35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

BORING NO. MW-51


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

>30

SH. 2 OF 7


ATTITUDE

N

VAL

UE HARDNESS

IN SITU PROPERTIES

>50

30-50 8-15

10-30 4-8 (3) 3-10

(4) 11-20



CLOSE/THIN

0°-5°

5°-35° (2) 1-2

VERY WIDE/VERY THICK 85°-90°

4-10


<2

GRANULAR SOILS

0-4 VERY SOFT

R9: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close to wide, sub-horizontal, iron-oxide stained joints/fractures.

R7: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical dipping, iron-oxide stained joints/fractures; 41.6'-42.8'; 44.9'-46.0': Fracture zone, smooth to rough, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R8: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, close to wide, sub- vertical, iron-oxide stained joints/fractures.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 1

3 R11 61-66 5.0/5.0 100 76 12

2 0

3 2

65 2 0

2 1

3 R12 66-71 5.0/5.0 100 100 1

3 0

3 0

70 3 1

3 1

2 R1371.0-76.0 5.0/5.0 100 100 2

3 0

3 1

75 3 1

3 0

2 R14 76-81 5.0/5.0 100 100 1

3 0

3 1

80 3 0

3 0

3 R15 81-86 5.0/5.0 100 82 0

3 4

2 5

85 3 0

3 0

3 R16 86-91 5.0/4.8 95 92 0

3 0

3 0

4 3



HARDNOTES:

DATE START: 3/23/06



Buchanan, NY

FOREMAN: Doug Wood

PROJECT NO: 41.0017869.10

DEPTH

BORING NO. MW - 51

R13: Hard, fresh, fine grained, white to light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R12: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, close to wide, sub-horizontal dipping, iron-oxide stained joints/fractures.

R14: Hard, fresh, fine grained light gray MARBLE with faint, very thin, \sub-vertical foliation: smooth, moderately close to wide, moderately dipping, iron-oxide stained joints/fractures.

R15: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, vertical to moderately dipping, iron-oxide stained joints/fractures.

4-10


<2

GRANULAR SOILS

0-4 VERY SOFT



CLOSE/THIN

0°-5°

5°-35°

(3) 3-10

(2) 1-2

(4) 11-20

>50

30-50 8-15

15-30

10-30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

DATE END : 3/28/06

SAM

PLE

DEP

TH (F

T)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

SH. 3 OF 7



R16: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, sub-horizontal, iron-oxide stained joints/fractures.

HARDNESS

IN SITU PROPERTIES

WEATHERING

ATTITUDE

4-8

>30

STABILIZATION TIME


CASING

NO. PER FT

(1) 0

BORING NO. MW-51


2-4

COHESIVE SOILS

SAM

PLE

/ CO

RE

NO

.

RQ

D (%

)

N

VAL

UE

ROCK CORE: 3 7/8-inch diameter (HQ) wireline

85°-90°

35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

BORING LOG



69.64 feet


G. SURF. EL.


R11: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, moderately dipping to vertical, iron-oxide stained joints/fractures.

NO

TES

461822.43604275.34









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5 1

3 R17 91-96 5.0/5.0 100 100 0

3 0

3 1

95 4 0

3 0

3 R18 96-101 5.0/5.0 100 100 0

2 0

2 0

100 4 0

3 0

3 R19101-106 5.0/5.0 100 100 0

2 FZ 4

2 FZ 4

105 4 0

4 0

3 R20106-111 5.0/5.0 100 100 0

3 0

3 0

110 4 0

3 0

3 R21111-116 5.0/5.0 100 100 0

5 1

3 0

115 3 1

3 0

2 R22116-121 5.0/5.0 100 100 0

3 0

3.5 1

3 0



HARDNOTES:

2. Fracture zone from 102.5' to 103.5'.

Buchanan, NY

BORING NO. MW - 51

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


461822.43604275.34


STABILIZATION TIME

2


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

BLO

WS

/ 6 IN

CH


R18: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R17: Hard, fresh, fine grained, light gray to white MARBLE with very thin, sub-vertical foliation: smooth, moderately close to wide, sub-horizontal, iron-oxide stained joints/fractures.

HARDNESS

NO

TES

BORING NO.

DATE START: 3/23/06

85°-90°

35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK


ATTITUDE ANGLE


>30

(3) 3-10

(4) 11-20

10-30

15-30

30-50

CASINGDEPTHENGINEER: Daniela Bastos

CLOSE/THIN

NO. PER FT

R22: Moderately hard to hard, slightly weathered to fresh, fine grained light gray MARBLE with faint, very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, very close to wide, sub-vertical moderately weathered joints/fractures.

>50

(1) 0

(2) 1-2


4-8


2-4

COHESIVE SOILS

8-15

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

MW-51

SPACING/THICKNESS

VERY CLOSE/VERY THIN0-4 VERY SOFT

R19: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to wide, sub-vertical, iron-oxide stained joints/fractures.102.5'-103.5': Fracture zone: smooth, very close, subvertical, iron-oxide stained joints/fractures.

R20: Hard, fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R21: Hard, fresh, fine grained, gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, wide, sub-horizontal, slightly weathered joints/fractures.

DRILLING RIG MODEL: CME 55 Truck rig


Indian Point Energy CenterEntergy Nuclear Northeast PROJECT NO: 41.0017869.10

0°-5°

5°-35°4-10


<2

GRANULAR SOILS

IN SITU PROPERTIES

WEATHERING

69.64 feet

GROUND WATER READINGSFINAL BORING DEPTH: 200 feetDATUM: NGVD 1929G. SURF. EL.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 0

3 R23121-126 5.0/5.0 100 100 1

4 0

3 0

125 5 0

2 0

3 R24126-131 5.0/5.0 100 100 0

3 0

3 0

130 3 0

2 0

3 R25131-136 5.0/5.0 100 100 1

4 1

2 3

135 3 0

4 1

3 R26136-141 5.0/5.0 100 98 1

2 2

4 0

140 3 0

3 0

3 R27141-146 5.0/5.0 100 100 1

2 1

3 0

145 2 0

3 2

3 R28146-151 5.0/5.0 100 100 0

2 0

3 0

2 0



HARDNOTES:

3. R27: Core dropped by drillers at ground sruface, resulting in several breaks.

DATE START: 3/23/06



Buchanan, NY

FOREMAN: Doug Wood

PROJECT NO: 41.0017869.10

DEPTH

BORING NO. MW - 51

R25: Hard, fresh, fine grained, light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, close to moderately close sub-vertical slightly weathered joints/fractures.

SAMPLE DESCRIPTION

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R24: Hard, fresh, fine grained light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: no visible joints/fractures.

R26: Hard, fresh, sound, fine grained, light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: smooth to rough, close to moderately close sub-vertical slightly weathered joints/fractures.


4-10


<2

GRANULAR SOILS

0-4 VERY SOFT



CLOSE/THIN

0°-5°

5°-35°

(3) 3-10

(2) 1-2

(4) 11-20

>50

30-50 8-15

15-30

10-30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

DATE END : 3/28/06

SAM

PLE

DEP

TH (F

T)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

SH. 5 OF 7




HARDNESS

IN SITU PROPERTIES

WEATHERING

ATTITUDE

4-8

>30

STABILIZATION TIME


CASING

NO. PER FT

(1) 0

BORING NO. MW-51


2-4

COHESIVE SOILS

SAM

PLE

/ CO

RE

NO

.

RQ

D (%

)

N

VAL

UE


85°-90°

35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

BORING LOG



69.64 feet


G. SURF. EL.


3

R23: Hard, fresh, fine grained light gray MARBLE with very thin, convoluted sub-horizontal to sub-vertical foliation: no visible joints/fractures.

NO

TES

461822.43604275.34









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 0

3 R29151-156 5.0/4.8 100 100 0

4 1

2 0

155 3 0

3 0

3 R30156-161 5.0/4.8 100 100 0

3 0

3 1

160 3 1

3 0

2 R31161-166 5.0/5.0 100 100 1

2 0

3 2

165 3 1

3 0

2 R32166-171 5.0/5.0 100 100 2

3 1

3 0

170 4 0

3 0

3 R33171-176 5.0/5.0 100 100 0

3 1

2 1

175 2 1

2 0

2 R34176-181 5.0/5.0 100 100 0

3 1

3 0

3 1



HARDNOTES:

Buchanan, NY

BORING NO. MW - 51

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


461822.43604275.34


STABILIZATION TIME


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

BLO

WS

/ 6 IN

CH


R30: Hard, fresh, fine grained light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close, to wide sub-horizontal, slightly weathered joints/fractures.

R29: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: one smooth, wide, sub-vertical slightly weathered joint/fracture.

HARDNESS

NO

TES

BORING NO.

DATE START: 3/23/06

85°-90°

35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK


ATTITUDE ANGLE


>30

(3) 3-10

(4) 11-20

10-30

15-30

30-50

CASINGDEPTHENGINEER: Daniela Bastos

CLOSE/THIN

NO. PER FT

R34: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-horizontal, slightly weathered joints/fractures.

>50

(1) 0

(2) 1-2


4-8


2-4

COHESIVE SOILS

8-15

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

MW-51

SPACING/THICKNESS

VERY CLOSE/VERY THIN0-4 VERY SOFT

R31: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close to wide, sub-horizontal, slightly weathered joints/fractures.

R32: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-horizontal to vertical, slightly weathered joints/fractures.





0°-5°

5°-35°4-10


<2

GRANULAR SOILS

IN SITU PROPERTIES

WEATHERING

69.64 feet

GROUND WATER READINGSFINAL BORING DEPTH: 200 feetDATUM: NGVD 1929G. SURF. EL.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 1

2 R35181-186 5.0/4.8 100 100 1

3 0

3 1

185 3 1

4 0

3 R36186-191 5.0/4.8 100 100 0

3 1

3 0

190 4 0

3 0

3 R37191-196 5.0/5.0 100 100 0

3 0

4 0

195 3 0

3 0

2 R38196-200 4.0/4.0 100 100 0

2 0

3 0

200 3 0

205



HARDNOTES:

4. Waterloo multilevel sampling system installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.



BORING NO. MW - 51

SAMPLE DESCRIPTION

R37: Hard, fresh, fine grained light, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

CASING

NO

TES

4-10


<2

GRANULAR SOILS

0-4 VERY SOFT

2-4

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK



CLOSE/THIN

0°-5°

5°-35°


SAM

PLE

/ CO

RE

NO

.

PROJECT NO:

DATE START: 3/23/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)


SH. 7 OF 7


ATTITUDE

4-8

>30

>50

30-50 8-15

10-30

4

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


R36: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: one smooth, moderately close, sub-horizontal, slightly weathered joint/fracture.


COHESIVE SOILS

15-30

NO. PER FT

(1) 0


(2) 1-2

(3) 3-10 35°-55°

(4) 11-20

MW-51


BORING NO.

BORING LOG



69.64 feet


G. SURF. EL.

DEPTHDRILLING RIG MODEL: CME 55 Truck rig



SAM

PLE

DEP

TH (F

T)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

RQ

D (%

)

N

VAL

UE HARDNESS

IN SITU PROPERTIES

WEATHERING

461822.43604275.34



STABILIZATION TIME




COORDINATES:NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

15

4 R-1 15-20 5/4.6 92 84 2

5 2

4 0

4 0

20 6 0

4 R-2 20-25 5/4.8 96 96 1

5 0

5 1

6 1

25 6 0

5 R-3 25-30 5/4.6 92 92 2

5 1

5 1

5 1

6 0



HARDNOTES:1. Performed 16-inch-diameter vacuum excavation from 0 to 12 feet. Allowed sufficient space to install a 2" overburden well to 12 feet.2. Spun and washed 4-inch-diameter (HW) casing from 12 to 15 feet. Bedrock encountered at 13 feet. HW casing set into bedrock and sealed with grout at 15 feet.


Buchanan, NY

BORING NO. MW - 52

PROJECT NO: 41.0017869.10Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS

Top of rock at 13 feet.

463253.94604733.05

NO

TES

1


N

VAL

UE

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


2R-1: Hard, fresh to slightly weathered, medium to coarse grained, gray quartz-mica-garnet SCHIST. Moderate to sub-vertical, foliation, smooth close to moderately close, sub-vertical foliation fractures, and closely spaced incipient foliation fractures and widely spaced healed moderately dipping cross-foliation fractures, slightly weathered, joints/fractures; few chlorite/quartz, mineralized joints/fractures.

Hard, fresh, medium to coarse grained, gray, quartz-mica-garnet SCHIST, with very thin, moderately dipping to subvertical foliation: with smooth close to moderately close, moderately dipping, slightly weathered, iron oxide stained joints/fractures.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin, moderately dipping foliation.25.7' to 27.7 feet: sub-vertical, healed cross-foliation fractures, smooth, close to moderately close, sub-horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fratures.29.0' to 30.0': Conjugate healed fractures.

ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline DATE END : 3/21/06

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

FOREMAN: Dave Carter / Doug Wood

G. SURF. EL.DATUM: NGVD 1929FINAL BORING DEPTH: 200 feet

BORING LOG

ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)DATE


16.77 feet

STABILIZATION TIMECASINGDEPTH

SH. 1 OF 7


Mod Close

Wide

(1) 0


BORING NO. MW-52

Very Wide 85°-90°

35°-55°

55°-85°

CASING SIZE: 4-inch-dia. (HW)CASING HAMMER: N.A.

2-4

COHESIVE SOILS

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

4-10



IN SITU PROPERTIES

WEATHERING

ATTITUDE

4-8

>30

DATE START: 3/18/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

(3) 3-10

(4) 11-20

NO. PER FT

SAMPLER: N.A.

>50

30-50 8-15

10-30

15-30


Very close

Close

0°-5°

5°-35°

VERY SOFT

BPF

<2

GRANULAR SOILS

0-4





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

R-4 30-35 5.0/5.0 100 100 0

1

1

0

35 0

R-5 35-36 1.0/1.0 100 100 0

R-6 36-41 5.0/4.8 96 92 0

0

1

40 2

0

R-7 41-46 5.0/4.7 94 94 0

0

0

45 0

2

R-8 46-51 5.0/4.9 98 86 0

3

2

50 0

0

R-9 51-56 5.0/5.0 100 84 1

2

0

55 0

2

R-10 56-61 5.0/4.9 98 80 0

2

3

0



HARDNOTES:

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin,crenulated foliation with no apparent joints/fractures.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin, moderatly dipping foliataion, Smooth, close to mod. Close subhorizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures. 31.8' moderately dipping, very thin carbanate vein with angular schist lithoclasts and pyrite intergrowths.

R5, R-6: Hard, fresh, medium to coarse grained grey brown quartz-mica-garnet, pyritiferous, gneissic, SCHIST, with a very thin crenulated foliation: smooth, close to moderately close, subhorizontal to mod. dipping, slight weathered joints/fractures. Crenulated foliation and pervasive healed micro faults; close to moderately close sub-horizontal to sub-vertical foliation fractures and moderately spaced cross-foliation fractures, and sub-vertical to vertical healed cross-foliation fracture with quartz and chlorite; fractures rough, uneven with quartz and chlorite; 36.0' becoming schistose gneiss with extremely convoluted, crenulated foliation.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin, crenulated foliation with no apparent joints/fractures.45.5' closely spaced moderately dipping quartz and carbonate healed cross-foliation fracture with pyrite and chlorite.


DATE START: 3/18/06DATE END : 3/21/06

VERY SOFT

BORING NO. MW - 52

463253.94PROJECT NO: 41.0017869.10Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS

G. SURF. EL.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin, crenulated foliation with no apparent joints/fractures.51.4' - 52.1' healed breccias;53.6' - 54.3' sub-vertical healed cross-foliation fracture sub-vertical healed cross-foliation fracture;55.1' - 55.7' sub-vertical stepped, undulating, polished foliation fracture with

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with very thin, crenulated foliation with no apparent joints/fractures;56.0' - 62.6' with closely spaced foliation and cross-foliation fractures.


NO. PER FT

604733.05

4-10


<2

GRANULAR SOILS

0-4

55°-85°Wide


Very close

Close

0°-5°

5°-35°

(3) 3-10

(1) 0

35°-55°Mod Close

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

(4) 11-20 8-15

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

IN SITU PROPERTIES

WEATHERING

SAMPLE DESCRIPTION

NO

TES

SH. 2 OF 7

SAMPLER: N.A.


HARDNESS

ATTITUDE

4-8

>30

10-30

>50

30-50

15-30

CASING HAMMER: N.A.

2-4

COHESIVE SOILS

ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

RQ

D (%

)

N

VAL

UE

STABILIZATION TIME


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

Refer to Table 6.1 for Groundwater DataDEPTH CASING

BORING NO.

CASING SIZE: 4-inch-dia. (HW)

MW-52

Very Wide 85°-90°

BORING LOG



16.77 feet

FOREMAN: Dave Carter / Doug WoodBORING CO.: Aquifer Drilling and Testing









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

7 0

6 R-11 61-66 5/4.8 96 52 1

5 3

5 5

65 4 2

4 4

3 R-12 66-71 5/4.8 96 74 4

2 5

2 1

70 2 2

2 0

2 R-13 71-76 5/4.9 98 70 0

3 2

2 2

75 3 0

2 1

5 R-14 76-81 5/5 100 100 1

4 1

5 1

80 5 0

5 0

6 R-15 81-86 5/4.8 96 86 0

5 1

4 1

85 4 5

5 1

2 R-16 86-91 5/4.9 98 88 0

4 1

3 0

4 2



HARDNOTES:

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, close to moderately close, mod diping, iron-oxide stained joints/fractures.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, close to moderately close, mod diping, iron-oxide stained joints/fractures.

77.0' - 78.5' two very close, sub-vertical, sub-parallel healed cross-foliation fractures.79.8' - 81.0' healed pyritiferous breccia with and 84.4' - 86.3' quartz mineralization.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, close to moderately close, mod diping, iron-oxide stained joints/fractures.75.8' slightly to moderately weathered sub-vertical foliation fracture.

NO. OF FRACTURESPER FOOTWEATHERINGHARDNESS

IN SITU PROPERTIES

PROJECT NO: 41.0017869.10



Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS

604733.05

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, very close to close, moderate dipping to subvertical, iron-oxide stained joints/fractures; sub-parallel foliation fractures with quartz and chlorite mineralization;64.7' - 66.3' sub-vertical to vertical curved, slightly weathered cross-foliation fracture, rough, stepped with quartz and chlorite mineralization.65.2' - 65.4' slightly to moderately weathered, very closely spaced foliation fractures.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, very close to close, moderate dipping to subvertical, iron-oxide stained joints/fractures; sub-parallel foliation fractures with quartz and chlorite mineralization;67.0 - 68.2' open partially healed, sub-vertical cross-foliation fracture, up to 1/4" aperture, and slickensided, moderately weathered, very closely spaced sub-parallel moderately dipping foliation fractures.

SAMPLE DESCRIPTION

NO

TES

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth, close to moderately close, moderately dipping to subvertical, foliation and cross-foliation, iron-oxide stained joints/fractures.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE


DATE START: 3/18/06Refer to Table 6.1 for Groundwater Data

DEPTH



Buchanan, NY



16.77 feet


463253.94

BORING NO. MW-52


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

ATTITUDE

>30

SH. 3 OF 7

SAMPLER: N.A.

BORING NO. MW - 52

G. SURF. EL.

BORING LOG

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

RQ

D (%

)

ANGLESPACING/THICKNESSHARDNESS WEATHERING

GRANULAR SOILS

0-4

(3) 3-10

(4) 11-2030-50 8-15

10-30 4-8

JOINT/FRACTURE CHARACTERISTICSROCK CORE CHARACTERISTICSBPF

VERY SOFT

(2) 1-2

85°-90°

35°-55°

55°-85°

Very close

Close

0°-5°

5°-35°4-10

<2

Very Wide>50

Mod Close

Wide








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

R-17 91-96 5/4.7 94 60 0

6

5

95 0

0

R-18 96-101 5/4.6 92 92 0

1

1

100 1

0

R-19101-106 5/4.9 98 98 0

1

0

105 2

0

R-20106-111 5/4.8 96 98 1

0

1

110 3

1

R-21111-116 5/4.9 98 98 0

1

1

115 0

0

R-22116-121 5/4.8 96 46 1

1

7

5



HARDNOTES:

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulatedfoliation: smooth, close to moderately close, moderately dipping to subvertical,foliation and cross-foliation, iron-oxide stained joints/fractures.

92.4' to 93.8' intersecting foliation and cross-foliation fractures and subverticalcurved fracture 92.8 to 93.8'.

Hard, fresh, fine grained, gray, quartz-mics-garnet SCHIST, with crenulated foliation: smooth, close to moderately close, moderately dipping to subvertical, foliation and cross-foliation, iron-oxide stained joints/fractures.


Buchanan, NY


BORING NO. MW - 52


G. SURF. EL.604733.05

4-10


<2

GRANULAR SOILS

0-4 VERY SOFT

15-30

Close

0°-5°

5°-35°

(3) 3-10

(1) 0

35°-55°Mod Close

55°-85°Wide 8-15


Hard, fresh to moderatley weathered, fine grained, gray, quartz-mica-garnet SCHIST, with crenulated foliation: smooth to rough, very close to close, moderately dipping moderately weathered, joints/fractures; 118.5'-118.7', 119.8'-120.3', Fracture zones: slightly to moderately weathered, very close foliation fractures, smooth, undulating and polished and weakly slickensided.

109.3' - 115.5' sub-parallel moderately dipping cross-foliation fractures, healed and slight dissolution.


SPACING/THICKNESS

Very close

NO. PER FT

SAMPLE DESCRIPTION

NO

TES

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

SH. 4 OF 7

SAMPLER: N.A.

DATE START: 3/18/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

DATE END : 3/21/06


HARDNESS

ATTITUDE

4-8

>30

10-30

>50

30-50

CASING HAMMER: N.A.

2-4

COHESIVE SOILS


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

RQ

D (%

)

N

VAL

UE



FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

IN SITU PROPERTIES

WEATHERING

108.0' moderately diping, rough, uneven, softened mineralized, slightly iron stained foliation fracture.

Hard, fresh, fine grained, gray, quartz-mica-garnet SCHIST, with crenulatedfoliation: smooth, close to moderately close, moderately dipping to subvertical,foliation and cross-foliation, iron-oxide stained joints/fractures.98.8': faulted contact with highly convoluted, crenulated, foliated schistosegneissic zone.

BORING NO.

(4) 11-20

ANGLE

Very Wide 85°-90°

MW-52

BORING LOG



16.77 feet


DATUM: NGVD 1929

CASING SIZE: 4-inch-dia. (HW)STABILIZATION TIME








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 3

5 R-23121-126 5/4.2 84 10 NR

4 5

5 6

125 4 6

5 1

4 R-24126-131 5/3.6 72 72 0

4 0

4 0

130 3 0

3 0

2 R-25131-136 5/4.8 96 96 0

3 0

4 0

135 4 0

4 0

3 R-26136-141 5/4.7 94 94 0

4 0

4 0

140 3 0

4 0

4 R-27141-146 5/4.7 94 80 0

3 0

4 3

145 3 1

4 0

3 R-28146-151 5/4.9 98 78 0

3 1

3 1

3 2



HARD

G. SURF. EL.


Buchanan, NY



604733.05


Hard, fresh, fine to coarse grained, light gray to white, MARBLE, with distinct to faint, very thin subvertical foliation: smooth, moderately close to wide, subhorizontal, slight weathered, joints/fractures; disseminated mica and pyrite.150.3' - 153.2' closely spaced healed fractures.

Hard, fresh, fine to coarse grained, light gray to white, MARBLE, with distinct to faint, very thin subvertical foliation: smooth, moderately close, subhorizontal, slight weathered, joints/fractures; disseminated mica and pyrite.

Hard, fresh to moderatley weathered, fine grained, gray, quartz-mica-garnetSCHIST, with crenulated foliation: smooth to rough, very close to close,moderately dipping moderately weathered, joints/fractures.122.0' shear zone: polished foliation and cross-foliation fracture with mylonitequartz, pyrite, slickensided and brecciated boundary. Moderately dippingcontact with marble at 125.5 feet.

Hard, fresh, fine to coarse grained, light gray to white, MARBLE, with distinctto faint, very thin subvertical foliation: smooth, moderately close,subhorizontal, slight weathered, joints/fractures; disseminated mica andpyrite.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


Hard, fresh, fine to coarse grained, light gray to white, MARBLE, with distincy to faint, very thin subvertical foliation: no apparent, joints/fractures.

Hard, fresh, fine to coarse grained, light gray to white, MARBLE, with distincy to faint, very thin subvertical foliation: no apparent, joints/fractures.

SH. 5 OF 7

SAMPLER: N.A.CASING SIZE: 4-inch-dia. (HW)


BORING NO. MW - 52


BORING LOG



16.77 feet

STABILIZATION TIMECASINGDEPTH

Very Wide 85°-90°

BORING NO. MW-52

35°-55°

55°-85°

Mod Close


Very close

Close

0°-5°

5°-35°

Wide

(1) 0



IN SITU PROPERTIES

WEATHERING

DATE END : 3/21/06

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

CASING HAMMER: N.A.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

ATTITUDE

4-8

>30

DATE START: 3/18/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

(3) 3-10

(4) 11-20

NO. PER FT

>50

30-50 8-15

10-30

15-30

4-10

<2

2-4

GRANULAR SOILS

0-4

BPF

COHESIVE SOILS

VERY SOFT









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 4

3 R-29151-156 5/4.7 94 60 2

3 2

3 1

155 2 0

4 0

3 R-30156-161 5/4.7 94 94 0

3 0

3 0

160 2 1

4 0

3 R-31161-166 5/4.9 98 98 0

3 0

3 2

165 4 0

2 1

3 R-32166-171 5/4.8 96 96 1

3 2

3 1

170 3 2

4 0

3 R-33171-176 5/4.9 98 96 0

3 0

2 0

175 3 0

2 1

3 R-34176-181 5/4.9 98 68 0

3 0

4 2

3 0



HARDNOTES:


Buchanan, NY

175.0' brecciated partially healed vuggy MARBLE with moderately dipping,sub-parallel, smooth planar joints/fractures.

R-32: Hard, fresh, coarse grained, white MARBLE with faint, subverticalfoilation: smooth, close to moderately spaced subvertical to subhorizontal,slightly weathered joints/fractures, frequently infilled or healed with stiff greengrey pyritiferous silty clay (mylonite).

170.4'-171.2' moderately dipping very thin infilled joint with carbonatelithoclasts.

Hard, fresh, fine grained, gray, MARBLE, with very thing subvertical foilation: smooth, close to wide, subvertical, joints/fractures;

Hard, fresh, fine grained, gray-white, MARBLE with faint, very thin, subvertical foilation: one, smooth, wide, subvertical, slightly weathered joint/fracture.

163.7' - 163.9' vuggy, up to 1" with open fractures, partially infilled with orthorhombic glassy carbonate crystals.

BORING NO. MW - 52


G. SURF. EL.

Hard, fresh, fine grained, gray-white, MARBLE, with faint, very thin foliation: smooth, close to moderately close, moderately dipping to subvertical, slightly weathered, joints/fractures.

NO. PER FT

Mod Close

604733.05

4-10


<2

GRANULAR SOILS

HARDNESS

IN SITU PROPERTIES

35°-55°


Very close

8-15

15-30

(3) 3-10

(1) 0VERY SOFT

WEATHERING

10-30

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

Close

0°-5°

5°-35°

SH. 6 OF 7

SAMPLER: N.A.

DATE START: 3/18/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

(2) 1-2

DATE END : 3/21/06

JOINT/FRACTURE CHARACTERISTICS ATTITUDE

4-8

>30

(4) 11-20

>50

30-50 55°-85°

CASING HAMMER: N.A.

2-4

COHESIVE SOILS


RQ

D (%

)

N

VAL

UE

0-4

STABILIZATION TIME


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


Wide

BORING NO.

178.9' undulating, rough, pyritiferous joint/fracture.

NO

TES

MW-52

Very Wide 85°-90°

BORING LOG



16.77 feet



CASING SIZE: 4-inch-dia. (HW)

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

Hard, fresh, fine-grained, gray, MARBLE, with faint, very thin, subverticalfoliation: smooth, very close to moderately close, moderately dipping tosubvertical, slightly weathered joints/fratures.

Hard, fresh, fine grained, gray, MARBLE, with faint, very thin foliation:one, smooth, wide, subvertical, slightly weathered joint/fracture.

158.7' to 161.3' vuggy, 1/4" partially infilled with well formed orthohombicglassy carbonate crystals and subparrel healed fractures.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

2

R-35181-186 5/5 100 100 0

0

1

185 0

0

R-36186-191 5/4.9 98 94 0

2

0

190 0

2

R-37191-196 5/4.5 90 90 0

0

0

195 0

0

R-38196-201 5/4.5 88 88 0

0

0

200 0

0

205



HARDNOTES:

3. Water loo Multi-level sampling system installed within the borehole (refer to installation logs for details); 2 ft by 2 ft by 2 ft well vault installed within concrete flush with the ground surface.


Hard, fresh, fine grained, gray, MARBLE, with faint, subvertical foliation: noapparent joints/fractures. 183.2' - 183.9' Fault. Curved, subvertical to verticalfractures with close to moderately spaced irregular clusters of mica andchlorite growth along healed fractures and micro-faults. Yellow, graydiscoloration, mineralized zones, and secondary silication of marble.

Hard, fresh, fine grained, gray-white, MARBLE, with faint, subvertical foilation:smooth, close to moderately close, moderately dipping to subvertical, slightlyweathered, joints/fractures.

Hard, fresh, fine grained, gray-white, MARBLE, with faint, subvertical foilation: no apparent joints/fractures.

Hard, fresh, fine grained, gray-white, MARBLE, with faint, subvertical foilation: no apparent joints/fractures.

SAMPLE DESCRIPTION

Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJSEntergy Nuclear Northeast

Buchanan, NY



PROJECT NO:

BORING NO. MW - 52

NO

TES

604733.05

3

BLO

WS

/ 6 IN

CH

RO

CK

PEN

. / R

EC.(F

T /

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

196.9' - 197.7' vuggy healed breccial with partial growth of orthorhombic glassy carbonate minteral.






41.0017869.10

DEPTH

463253.94

BORING LOG



16.77 feet


Very Wide 85°-90°

35°-55°

55°-85°

Mod Close

Wide

BORING NO. MW-52


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0


IN SITU PROPERTIES

WEATHERING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

>30

SH. 7 OF 7

SAMPLER: N.A.

ATTITUDE

4-8

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

>50

30-50 8-15

10-30

4-10


(3) 3-10

(4) 11-20

(2) 1-2


Very close

Close

0°-5°

5°-35°

<2

GRANULAR SOILS

0-4 VERY SOFT








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 10 feet.2. Spun and washed 5-inch diameter (PW) casing to sampling depths from 10 to 30 feet. Bedrock encountered at 30 feet. Set PW casing into bedrock at 34 feet and sealed with grout.

20

19

18

17

16

15 4 - 4

14 S2 13-15 5 - 6 24/4S2: Loose, gray and brown, fine to coarse GRAVEL, some Sand, little Silt.

13

12

250 - 0 0/0 011 S1 10-10

50 - 0 0.0/0.030 S5 30

29

28

27 10 - 10

11 - 8 24/1126 S4 25-27

1

25

24

23

22 8 - 9

6 - 5 24/2021 S3 20-22

9

8

7

6

5

1

2

3

4

JOINT FRACTURE CHARACTERISTICS

S1: No recovery

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

BORING LOG

ENGINEERS: Daniela Bastos/Maurice Ponti/Sara CovelliDATE

GROUND WATER READINGSFOREMAN: Ed Borner

70.26 feet



CASING SIZE: 5-inch diameter (PW)

15-30

NO. PER FT

(1) 0

BORING NO. MW-53

85°-90°

CASING HAMMER: N.A.

2-4

COHESIVE SOILS


DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

GRANULAR SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BLO

WS

/ 6 IN

CH


ATTITUDE

4-8

>30

DATE START: 6/20/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

CLOSE/THIN

NO

TES

DATE END : 6/29/06

SAMPLE DESCRIPTION

SH. 1 OF 5

SAMPLER: CME 55 LC track rigSAMPLER: Split Spoon

VERY SOFT

HARDNESS

IN SITU PROPERTIES

WEATHERING

PROJECT NO: 41.0017869.10462822.15604732.60


G. SURF. EL.

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


35°-55°

55°-85°

MOD CLOSE/MOD THICK

5°-35°

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

10-30

WIDE/THICK

<2

HARDNESS ANGLESPACING/THICKNESS

VERY CLOSE/VERY THIN 0°-5°0-4

4-10


10

WEATHERINGBPF


Buchanan, NY

BORING NO. MW - 53

(No soil samples taken from 0 to 10 feet)

S5: No penetration/No recoveryTop of Bedrock at 30 feet


S3: Medium dense, gray and brown, fine to coarse SAND, some Gravel, little Silt.

S4: Medium dense, gray and brown, fine to coarse SAND, some Gravel, little Silt, coal fragments.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

99

0-4 <2


VERY SOFT

GRANULAR SOILS

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30


35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

85°-90°



CLOSE/THIN

0°-5°

5°-35°

PROJECT NO:

BORING NO. MW - 53

SAMPLER: CME 55 LC Track RigSAMPLER: Split Spoon

DATE START: 6/20/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

R4: Hard, fresh, fine-grained, gray to light gray MARBLE healed fault breccia (48.3'), with very thin, sub-horizontal foliation; slightly rough to smooth, very close to close, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures; sub-horizontal to sub-vertical, irregular, white-calcite mineralized healed joint/fractures

R5: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; rough, wide, sub-horizontal, slightly weathered joints/fracturess.

R6: Hard, fresh, fine-grained gray MARBLE with very thin, sub-horizontal foliation; smooth, close, sub-horizontal, iron-oxide stained joints/fracturess.

JOINT FRACTURE CHARACTERISTICS ATTITUDE

4-8

>30

CASING

G. SURF. EL.

NO

TES

DEPTH

HARDNESS

IN SITU PROPERTIES

WEATHERING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

STABILIZATION TIMECASING SIZE: 5-inch diameter (PW)CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BORING NO. MW-53

BORING LOG



70.26 feet 462822.15

SH. 2 OF 5

34


SAMPLE DESCRIPTION

DEP

TH (F

T)


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

35

31

32

33

R134.0-35.4 1.4/1.4 100 0 326

3

4 7

36 2

37 2

38 11 R237.5-42.5 5.0/4.4 88 68 371

39 14

40 12

51 5

52 5

53 5 R552.5-57.5 5.0/4.9 99

54 6

55 10

3

0

1

1

3

3

1

0

56 10

0

0

57 4 0

58 7 R657.5-62.5 5.0/4.9 98 98 190 0

59 5 0

60 4 0

0

R2: Hard, fresh, fine-grained, light gray MARBLE healed fault breccia, with no apparent foliation; rough, sub-horizontal, slightly weathered joints/fracturess; white-calcite mineralized joints, exhibits micro-offsets within alternating 0.6' to 1' thick zones of white and gray MARBLE.

42 13

41 11

0

43 13 R342.5-47.5 5.0/5.0 100 70 1

44 12

45 11 FZ

2FZ

46 4

3

FZ 5

47 11 FZ

R3: Hard, fresh, fine-grained, gray MARBLE healed fault breccia with very thin, sub-vertical foliation; rough, very close to moderately close, sub-horizontal, slightly weathered, iron-oxide stained joints/fracturess; white-calcite mineralized micro-offsets.43.6-47.1': Fracture Zone: moderately hard, very close to close, epidote mineralized, sand filled, sub-horizontal, iron-oxide stained joints/fracturess, 47.1-47.2': Fracture Zone: angular fragments, rough, very close, sub-horizontal, slightly weathered joints/fracturess.

5.0/5.0 10048 12 R447.5-52.5 86 245 1

49 7 2

50 7

4. Possible highly fractured bedrock between about 30 and 35 feet.

1

3. HQ core sampling performed between 34 and 35.4 feet. Aproximately 326 gallons of water used during drilling. Advanced PW casing to 37.5 feet and sealed rock/casing interface with grout.

4

R1: Hard, fresh, fine-grained, light gray, MARBLE, with no apparent foliation; rough to smooth, very close to close, sub-vertical to sub-horizontal, slightly weathered, iron-oxide stained joints/fracturess.



Buchanan, NY



41.0017869.10

604732.60








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

73.7'-77.0': White-calcite mineralized joints.



HARDNOTES:

280 6

1

1

79 7

90 220 R10: Hard, fresh, fine-grained gray MARBLE with thin, moderately dipping to sub-vertical foliation; smooth to slightly rough, close to moderately close, sub-horizontal to sub-vertical, slightly weathered, slightly iron-oxide stained joint/fractures. Slightly pitted along very close, sub-vertical, white calcite mineralized, healed joints/fractures;

FZ

1

78 8 R1077.5-82.5 5.0/4.9 98

1

77 6

FZ

3

76 5

FZ

2

75 6

0

74 6 FZ

80

0

73 7 R972.5-77.5 5.0/5.0 100

R8: Hard, fresh, fine-grained gray MARBLE with very thin, sub-vertical to vertical foliation; rought to smooth very close to moderately close, slightly weathered, iron-oxide stained joints/fractures.

2

72 4

71 3

2

1

90 6

R12: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical to vertical foliation; smooth, very close to moderately close, sub-horizontal to moderately dipping, slightly weathered joints/fractures. Slightly pitted texture along white-calcite mineralized,sub-horizontal to sub-vertical, healed joint/fractures; few partially healed and healed, white-calcite mineralized vugs (1/16-1/4" deep.)

0

89 9

1

88 7 R1287.5-92.5 5.0/5.0 96100

2

87 11

FZ

R11: Hard, fresh, fine-grained, gray MARBLE with very thin to thin, sub-vertical to vertical foliation; very smooth to slightly rough, very close to moderately close, horizontal to sub-vertical, slightly weathered, slightly calcite coated, trace iron-oxide stained joint/fractures. Slightly pitted along white calcite mineralized joint/fractures.Conjugate sets and micro-offsets of white-calcite mineralized healed joints/fractures; 84.3-85.4': Fracture Zone, rough, slightly weathered, sub-horizontal, very close to close, joints/fractures;85.3-87.2': White-calcite mineralized healed fault breccia.

430

3

86 9

1

FZ

0

0

3

1

FZ

2

1

2

0

180

85 6

98 96 240

84 7

83 9 R1182.5-87.5 5.0/4.9

82 6

81 7

70 6

100 92 200

69 5

68 4 R867.5-72.5 5.0/5.0

67 5

2

66 5

1

2

2

1

190801005.0/5.0

5

62.5-67.5R7

64

4

4

5

6

61

62

63

GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH




SAMPLER: CME 55 LC track rigSAMPLER: Split Spoon FOREMAN: Ed Borner

BORING NO. MW-53

COHESIVE SOILSNO. PER FT

(1) 0

BPF

<2

462822.15604732.60

STABILIZATION TIME



G. SURF. EL.

NO

TES


70.26 feet

DEPTH CASING

ATTITUDE

4-8

>30

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

CASING SIZE: 5-inch diameter (PW)CASING HAMMER: N.A.

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

Refer to Table 6.1 for Groundwater DataDATE START: 6/20/06

SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

65

BLO

WS

/ 6 IN

CH

VERY SOFT

>50

SH. 3 OF 5 BORING LOGBORING NO. MW - 53


WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°

30-50 8-15

0-4

4-10

10-30

15-30

2-4 (2) 1-2

(3) 2-10

(4) 10-20


CLOSE/THIN

0°-5°

5°-35°




PROJECT NO: 41.0017869.10

DATUM: NGVD 1929

R7: Hard, fresh, fine-grained, gray MARBLE with thin sub-vertical foliation; rough to smooth, very close to moderately close, sub-horizontal to sub-vertical, slightly weathered joints/fractures.

HARDNESS

IN SITU PROPERTIES

WEATHERING

79.5'-80.3': Fracture Zone' rough, slightly weathered, very close to close, sub-horizontal joints/fractures;81.3'-82.5': White-calcite mineralized healed fault breccia

R9: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; smooth to slightly rough, very close to moderately close, sub- horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; slightly pitted;73.7'-75.3': Fracture Zone, smooth to slightly rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

0-4

4-10

10-30



CLOSE/THIN

0°-5°

5°-35°

WEATHERING

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

BPF

<2


VERY SOFT


35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°

WIDE/THICK

ATTITUDE



PROJECT NO:


DATE START: 6/20/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

4-8

>30

15-30

NO. PER FT

G. SURF. EL.

NO

TES

DEPTH

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED HARDNESS

IN SITU PROPERTIES

WEATHERING

CASINGCASING SIZE: 5-inch diameter (PW)CASING HAMMER: N.A.

2-4

COHESIVE SOILS

94

GRANULAR SOILS


RQ

D (%

)

N

VAL

UE

(1) 0

BORING NO. MW-53

BORING LOG



70.26 feet 462822.15604732.60

STABILIZATION TIME

SH. 4 OF 5

DATE END : 6/29/06

SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

95

7

8

5

7

6

91

92

9392.5-97.5R13 1005.0/5.0 290100

2

0

0

0

0

96 7

97 7

98 6 R1497.5-102.5 5.0/4.8 96 94 260

99 7

100 5

111 5

112 5

113 9 R17112.5-117.5 5.0/5.0 100 100 370

114 6

115 7

35094

1

0

1

3

1

0

0

0

116 8 0

117 9

R17: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; smooth to rough, very close to close, slightly weathered joints/fractures.

0

118 8 R18117.5-122.5 5.0/5.0 100 100 320 0

119 7 0

120 7


0

101 7 1

102 7 0

103 7 R15102.5-107.5 5.0/5.0 100 0

104 8 1

105 9 2

106 8 FZ 1

107 8 1

100108 7 R16107.5-112.5 5.0/5.0 94 230

R15: Hard, fresh, fine-grained, gray MARBLE with very thin sub-vertical foliation; rough, very close to wide, sub-horizontal to sub-vertical, slightly to moderately weathered, fine sand/clay coated joints/fractures. Slightly pitted texture along very close, sub-horizontal to sub-vertical, white calcite mineralized healed joints/fractures; 105.1-105.5': Fracture Zone: rough, slightly weathered, conjugate sets; 106.1-107.5': smooth, sub-vertical, slickensided joint.

0

109 8 0

R16: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; smooth to rough, very close to close, slightly weathered joints/fractures;108.7'-109.7': sub-vertical white calcite mineralized healed fault breccia.

110 6 2

R13: Hard, fresh, fine-grained gray MARBLE with very thin, moderately dipping to sub-vertical foliation; one slightly rough, moderately dipping, slightly weathered, widely spaced joint/fracture. Pitted texture along very close, sub-horizontal to sub-vertical, white calcite mineralized healed joint/fractures.

R14: Hard, fresh, fine-grained, gray MARBLE with very thin sub-vertical foliation; slightly rough, moderately dipping, close to wide, slightly weathered joints/fractures; Pitted texture along very close to close sub-horizontal to sub-vertical, white-calcite mineralized healed joints/fractures.

BORING NO. MW - 53

0

0



Buchanan, NY



41.0017869.10








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

BPF CONSISTENCY


HARDNOTES:

5. Monitoring well installed within borehole (refer to installation log for details); 12" diameter well vault installed within concrete, flush with the ground surface.

140

139

138

137

136

135

134

133

132

131

150

149

148

147

146

145

144

143

142

141

130

129

128

127

0

126

0

0

2

0

5


2101001002.5/2.5122.5-

125R19

121

122

123

125

6

7

8

7

7






BORING NO. MW-53

COHESIVE SOILSNO. PER FT

(1) 0


VERY SOFT

WEATHERINGBPF

<2


ATTITUDE

4-8

>30

Dril

ling

Flui

d Lo

ss

(Gal

lons

)


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

124

BLO

WS

/ 6 IN

CH

RQ

D (%

)

N

VAL

UE

SH. 5 OF 5 BORING LOG


BORING NO. MW - 53


35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°

WIDE/THICK

(3) 2-10

(4) 10-20

>50

30-50 8-15

0-4

4-10

10-30

15-30

2-4



CLOSE/THIN

0°-5°

5°-35° (2) 1-2

IN SITU PROPERTIES

WEATHERING

PROJECT NO: 41.0017869.10

DATE START: 6/20/06

462822.15604732.60


End of Boring 125 feet

HARDNESS

NO

TES










1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

14 R1 3.5-5.5 2/2 100 --

5 14

16 R2 5.5-8.0 2.5/2.5 100 --

17

15

12 R38.0-10.1 2.1/2.1 100 --

10 13

13 R410.1-13.0 2.9/2.9 100 --

14

15

14 R5 13-14 1/1 100 --

15 10 R614.0-15.7 1.7/1.7 100 --

12 R715.7-18.7 3/3 100 95

8 0

12 0

12 2

20 --

--

15 R821.0-26.3 5.3/5.3 100 72 0 FZ 9

19 0 3

16 3 2

25 16 3 0

16 0 0

14 R926.3-31.0 4.7/4.7 100 100 0 0

16 3 0

16 3 0

30 13 5 9



HARDNOTES:

1. Cored through concrete with coring machine to 3.5 feet below top of floor slab. Advanced boring from 3.5 to 18.7 feet using an HQ core barrel. Rollerbit between 18.7 and 21 feet.2. Core run R4 bottom remained in borehole; recovered R4 as part of run R5.3. Top of bedrock at 16.8 feet.4. Advanced 4-inch diameter (HW) casing to 21 feet, interface sealed with grout.

Indian Point Energy CenterPROJECT NO: 41.0017869.10

BORING NO. MW - 54

1


SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

ENGINEER: Maurice Ponti/Angela HoughCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

BORING LOG


14.99 feet

SH. 1 OF 7

FOREMAN: Dave CarterBORING CO.: Aquifer Drilling and Testing

Buchanan, NYEntergy Nuclear Northeast

MW-54

4

2

3

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

462935.57604554.25

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

STABILIZATION TIME


G. SURF. EL.

DEPTHDRILLING RIG MODEL: Davey Drill DK 515 electric track rigSAMPLER HAMMER: N. A.

HARDNESS

IN SITU PROPERTIES

WEATHERING


35°-55°

55°-85°

BORING NO.

ATTITUDE

4-8

>30

DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

WIDE/THICK


SAM

PLE

/ CO

RE

NO

.



NO

TES

CASING

MOD CLOSE/MOD THICK

85°-90°>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

2-4


CLOSE/THIN

0°-5°

5°-35°


R9: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with no apparent foliation; no apparent joints/fractures; one healed slickenside joint with black mineralized surface (exposed by hammer break); texture indicates, healed, calcite mineralized micro-breccia; slightly pitted texture between 29' and 31'.


0-4

4-10

10-30

WEATHERINGBPF

<2

HARDNESS

VERY SOFT

Very hard, concrete

Very hard, concrete

16.8'-18.7': Hard, fresh, fine grained, white MARBLE, with no apparent foliation; slightly rough to smooth, very close to moderately close, sub-vertical to moderately dipping, slightly weathered, iron-oxide stained joints/fractures;17.5'-17.9': Calcite-silated mineralized healed cavity, trace disseminated pyrite.

R8: Hard fresh, fine grained, white MARBLE with no apparent foliation; slightly to moderately rough, very close to moderately close, moderately dipping to vertical, slightly weathered, iron-oxide stained joints/fractures. Occasional very thin, discontinuous calc-silicate mineralized healed cavities/vugs; slightly pitted texture along partially healed, sub-vertical, white calcite mineralized, slightly iron-oxide stained joints/fractures;21.0'-21.6': Fracture zone: slightly to moderately rough, very close, sub-vertical to vertical, slightly weathered, iron-oxide stained joints/fractures.

Very hard, concrete

Very hard, concrete

Very hard, concrete

Very hard, concrete

15.7'-16.8': Very hard, concreteTop of Bedrock at 16.8 feet








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

13 0 0

14 R10 31-36 5.0/5.0 100 70 0 0

16 3 3

13 3 0

35 13 3 FZ 9

13 3 FZ 10

13 R11 36-41 5.0/2.6 52 8 0 FZ #

13 3 FZ #

13 5 FZ 20

40 14 3 FZ 9

16 0 FZ 3

16 R12 41-46 5.0/5.0 100 99 0 1

12 0 2

14 3 0

45 14 0 1

16 0 0

13 R13 46-51 5.0/5.0 100 86 3 0

14 3 0

13 0 FZ 3

50 14 3 FZ 3

16 3 FZ 1

16 R14 51-56 5.0/5.0 100 96 3 0

16 0 0

15 0 1

55 15 0 FZ 3

14 0 0

14 R15 56-61 5.0/5.0 100 100 3 0

13 3 0

13 0 1

60 13 0 1



HARDNOTES:


DATE END : 8/25/06

ENGINEER: Maurice Ponti/Angela Hough

DATE

85°-90°

BORING NO. MW-54



R10: Hard, fresh to slightly weathered, fine grained, gray, MARBLE, with no apparent foliation; slightly rough to rough, very close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures; texture slightly pitted along calcified, healed, joint/fractures; healed micro-breccia;34.5'-36.0': Fractured zone, rough, irregular, very close, horizontal to vertical, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION

2-4

COHESIVE SOILS

NO. PER FT

(1) 0

(2) 1-2

DEPTH CASING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

4-8

>50

DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

N

VAL

UE

DRILLING RIG MODEL: Davey Drill DK 515 electric track rigSAMPLER HAMMER: N. A.

15-30


IN SITU PROPERTIES

WEATHERING

PROJECT NO:

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)


R14: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; smooth, very close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures;

54.4'-54.6': Fractured zone, smooth, very close, sub-horizontal, iron-oxide stained joints/fractures.

R12: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; slightly rough, very close to moderately close, sub-horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures; texture indicates healed, calcified, micro-breccia.

604554.25

STABILIZATION TIME



DATUM: NGVD 1929

35°-55°

55°-85°

MOD CLOSE/MOD THICK

HARDNESS

WIDE/THICK

NO

TES

30-50 8-15 (4) 11-20

(3) 3-10

0-4

4-10

0°-5°

5°-35°


CLOSE/THIN

10-30

<2

GRANULAR SOILS



ATTITUDEWEATHERINGBPF

R15: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; slightly rough, moderately close, sub-horizontal iron-oxide stained joints/fractures.

R13: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to moderately close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures; texture exhibits healed, slightly pitted texture along calcified joints/fractures, micro-breccia;48.5'-51.0' Fractured zone, slightly rough, close, vertical to sub-vertical, iron-oxide stained joints/fractures.

BORING CO.: Aquifer Drilling and Testing GROUND WATER READINGS

Buchanan, NY

R11: Moderately hard, moderately to slightly weathered, fine grained, gray MARBLE, with no apparent foliation; rough, very close, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures;36.0'-41.0': Fractured zone, rough, very close, horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures.


462935.57Entergy Nuclear NortheastIndian Point Energy Center

BORING NO. MW - 54









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

12 1

11 R16 61-66 5.0/5.0 100 100 0

11 0

11 1

65 13 0

15 0

12 R17 66-71 5.0/5.0 100 100 3

12 0

13 0

70 14 1

14 0

12 R18 71-76 5.0/5.0 100 100 0

14 1

14 0

75 14 0

15 0

13 R19 76-81 5.0/5.0 100 100 0

14 1

13 1

80 13 0

14 0

13 R20 81-86 5.0/5.0 100 100 0

15 0

15 0

85 12 0

13 0

10 R21 86-91 5.0/5.0 100 100 0

11 0

13 0

90 12 0



HARDNOTES:

0-4

4-10

WEATHERINGBPF

<2 VERY SOFT

BORING LOG

ENGINEER: Maurice Ponti/Angela HoughFOREMAN: Dave Carter

Entergy Nuclear NortheastIndian Point Energy Center

PROJECT NO:

SH. 3 OF 7

462935.57


4-8

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

NO. PER FT

IN SITU PROPERTIES

WEATHERING

>50

30-50 8-15

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

HARDNESS


10-30

>30

2-4

COHESIVE SOILS

15-30

(1) 0

SPACING/THICKNES


(3) 3-10

(2) 1-2

DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

DEPTHN

V

ALU

E


NO

TES

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

(4) 11-20


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

35°-55°

ANGLE

R21: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; no apparent joints/fractures.


55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

0°-5°

5°-35°

ATTITUDE

WIDE/THICK

85°-90°

BORING NO. MW-54


DATE END : 8/25/06

R20: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; no apparent joints/fractures: healed micro-breccia; slightly to deeply vugular texture, with calcite crystal filled vugs.

R19: Hard, fresh, fine grained gray MARBLE, with no apparent foliation; smooth, moderately close to wide, moderately dipping, slightly weathered, joints/fractures, slightly pitted texture along calcified healed, joints/fractures; healed micro-breccia.

R17: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; slightly rough, moderately close to wide, sub-horizontal to moderately dipping iron-oxide stained joint/fractures; healed fault breccia.

R18: Hard, fresh, fine grained, gray, MARBLE, with no apparent foliation; slightly rough, moderately wide, moderately dipping, iron-oxide stained joints/fractures; healed breccia; slightly pitted texture, 1/8"-1/4" calcified vugs.

R16: Hard, fresh, fine grained, gray-light gray MARBLE, with no apparent foliation; slightly rough, moderately close, sub-horizontal, iron-oxide stained joints/fractures, healed micro-breccia; slightly pitted texture along healed calcified, joints/fractures.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

Buchanan, NY




STABILIZATION TIMERefer to Table 6.1 for Groundwater Data

CASING

BORING NO. MW - 54


14.99 feetG. SURF. EL.604554.25








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

11 0

10 R22 5.0/5.0 100 100 0

12 1

12 0

95 12 0

12 0

10 R23 5.0/5.0 100 100 1

10 0

12 1

100 13 0

13 0

10 R24 5.0/5.0 100 100 0

12 0

11 0

105 10 0

11 0

10 R25 5.0/5.0 100 100 0

11 1

11 0

110 12 0

12 0

11 R26 5.0/5.0 100 100 0

12 1

13 0

115 13 1

13 0

12 R27 5.0/5.0 100 100 0

12 1

13 1

120 12 1



HARDNOTES:


R23: Hard, fresh, fine grained, gray MARBLE, healed white calcite mineralized fault breccia with no apparent foliation: smooth to slightly rough, moderately close, slightly weathered, sub-horizontal to moderately dipping joints/fractures; trace calcified joint/fracture surfaces. pitted, vugular texture along white calcite mineralized healed joints/fractures. shallow to deep vugs, 1/16"-1/2", partially filled with white calcite/crystals.


DATE END : 8/25/06


R22: Hard, fresh, fine grained, gray MARBLE, healed to partially healed white calcite mineralized fault breccia with no apparent foliation; rough, widely spaced, sub-horizontal, slightly weathered, joints/fractures; trace calcified joint surfaces; pitted, vugular texture along white calcite mineralized healed joints/fractures; shallow to deep vugs 1/16"-1/2" partially mineralized with white calcite.


FOREMAN: Dave Carter CASINGRefer to Table 6.1 for Groundwater Data

STABILIZATION TIME



2-4

COHESIVE SOILS


GRANULAR SOILS

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.


15-30

NO. PER FT

(1) 0

SAM

PLE

DEP

TH

R26: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; smooth, moderately to widely spaced, sub horizontal to moderately dipping, slightly weathered joints/fractures; healed calcified joints/fractures.

R27: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; smooth to rough, moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; healed, calcified, fault breccia; slightly pitted texture along calcite healed joints/fractures.

R24: Hard, fresh, fine grained gray MARBLE, healed to white calcite mineralized fault breccia with no apparent foliation or joints/fractures; pitted texture with 1/16" to 1/4" deep vugs, partially mineralized with white calcite along healed joints/fractures.

SPACING/THICKNESS



BORING NO. MW-54

85°-90°

WIDE/THICK


HARDNESS

IN SITU PROPERTIES

WEATHERING

>50

DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

SAMPLE DESCRIPTION

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

4-8


DRILLING RIG MODEL: Davey Drill DK 515 electric track rigSAMPLER HAMMER: N. A. DEPTH

35°-55°

55°-85°

MOD CLOSE/MOD THICK

0°-5°

5°-35°

30-50 8-15


CLOSE/THIN4-10

10-30

(2) 1-2

(3) 3-10

(4) 11-20

ATTITUDE

0-4

WEATHERINGBPF

<2 VERY SOFT

HARDNESS ANGLE

R25: Hard, fresh, fine grained, gray MARBLE, healed white calcite mineralized fault breccia with no apparent foliation; one smooth widely spaced moderately dipping, slightly weathered joint/fracture; pitted texture along white calcite mineralized healed joint/fracture;109.3'-109.5': White calcite mineralized, healed cavity with 1/16"-1/8"deep vug cavity.

Buchanan, NY

BORING NO. MW - 54

DATUM: NGVD 1929

PROJECT NO:G. SURF. EL. 14.99 feet 462935.57

604554.25









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

12 2 0

12 R28121-126 5.0/5.0 100 88 3 1

12 3 0

12 3 2

125 12 3 0

13 3 FZ 3

12 R29126.0-131.3 5.3/5.3 100 77 3 FZ 1

13 3 1

12 3 0

130 13 3 0

13 3 1

12 R30131.3-136.0 4.7/4.7 100 100 3 0

12 3 0

11 3 0

135 11 3 0

11 3 0

10 R31136-138 2.0/2.0 100 100 3 1

11 3 0

13 R32138-143 5.0/5.0 100 84 3 1

140 10 3 0

10 3 1

10 3 2

10 3 1

10 R33143-146 3.0/3.0 100 93 4 3

145 10 4 FZ 1

10 4 0

10 R34146-151 5.0/5.0 100 74 4 2

10 5 0

10 5 0

150 11 5 1



HARDNOTES:

5. Core barrel jammed inside drill rod at 140'; drill rod removed from borehole to retrieve core run R316. Sub-vertical joint/fracture between 146.6' and 147.4' deducted from RQD


6

PROJECT NO:


Buchanan, NY


R34: Hard, fresh, fine grained, light gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron oxide stained joints/fractures; healed fault breccia;150.3'-151.0': Fractured zone rough to smooth, horizontal to vertical, very close, slightly weathered, iron-oxide stained joints/fractures.

GRANULAR SOILS

0-4


WEATHERINGBPF

VERY SOFT <2

HARDNESS

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

2-4

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A. DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)


HARDNESS

IN SITU PROPERTIES

WEATHERING


35°-55°

ATTITUDE

4-8

>30

STABILIZATION TIME

15-30

NO. PER FT

(1) 0

55°-85°

MOD CLOSE/MOD THICK

0°-5°

5°-35°

ANGLE

CLOSE/THIN

SPACING/THICKNESS

85°-90°

WIDE/THICK

SH. 5 OF 7

BORING NO. MW-54



BORING LOG




14.99 feet 462935.57604554.25


NO

TES

DEPTH

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


SAM

PLE

DEP

TH

SAM

PLE

/ CO

RE

NO

.

5

SAMPLE DESCRIPTION

R28: Hard, fresh, fine grained gray MARBLE, with no apparent foliation; slightly rough to smooth, moderately dipping to sub-vertical, iron-oxide stained joints/fractures; healed fault breccia.

R31: Hard, fresh, fine grained, light gray MARBLE, with no apparent foliation; slightly rough to smooth, close, sub-vertical to vertical iron oxide stained joints/fractures,.

R30: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation or joints/fractures; healed slightly brecciated texture.

R29: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, closely spaced, sub-horizontal to moderately dipping, iron-oxide stained joints/fractures.

125.1'-126.4': Fracture zone, slightly rough to smooth, closely spaced, sub-horizontal to moderately dipping iron-oxide stained joints/fractures.

BORING NO. MW - 54


G. SURF. EL.

CASING

R32: Hard, fresh, fine grained light gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, moderately dipping iron oxide stained joints/fractures,.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R33: Moderately hard to hard, fresh, fine gravel, gray MARBLE, with no apparent foliation; slightly rough, very close to close, moderately dipping joints/fractures, iron-oxide stained joints/fractures; 144.7'-144.9': Fractured zone: rough, very close, moderately dipping, moderately weathered, iron-oxide stained joints/fractures.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

150 10 5 8

9 R35151-156 5.0/5.0 100 16 5 FZ 9

10 5 FZ 12

30 10 FZ 7

155 15 7 FZ 13

15 7 4

13 R36156-161 5.0/5.0 100 32 8 3

13 8 1

12 8 8

160 12 8 15

12 8 10

14 R37161-166 5.0/5.0 58 8 25 12

28 50 14

30 50 6

165 14 25 NA

12 25 NA

12 R38166-171 5.0/5.0 100 90 0 0

13 0 3

13 0 2

170 13 0 0

14 0 0

12 R39171-176 5.0/0.6 12 0 1 1

11 1 NA

10 1 NA

175 6 1 NA

9 1 NA

10 R40176-181 5.0/5.0 100 54 5 FZ 5

13 5 FZ 7

14 5 2

180 10 5 FZ 5



HARDNOTES:

7. Core barrel jammed inside drill rod at 163'; drill rod removed from borehole and cleaned.8. Rock description based on limited core sample recovered.9. Core barrel jammed inside drill rod at 176'; drill rod removed from borehole and cleaned.

BORING CO.: Aquifer Drilling and TestingFOREMAN: Dave Carter

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH


SAMPLE DESCRIPTION

85°-90°

WIDE/THICK


BORING NO. MW-54

>50

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)



R39: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, close, moderately dipping to sub-vertical, iron oxide stained joints/fractures.

R40: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, horizontal to vertical, iron oxide stained joints/fractures;Fracture zones: 176.5'-177.9' and 178.8'-180.0'; rough to smooth, very close to close, horizontal to vertical iron-oxide stained joints/fractures,

4-10

NO. PER FT



14.99 feet

IN SITU PROPERTIES

WEATHERING

DATUM: NGVD 1929

NO

TES

STABILIZATION TIME


DATE DEPTH CASING

HARDNESS

4-8


30-50

GRANULAR SOILS


2-4

COHESIVE SOILS

10-30

0-4

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE

<2

8-15

15-30

R37: Hard, moderately weathered, fine grained, light gray to gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, horizontal to vertical, iron oxide stained joints/fractures;161.0'-162.4' Fracture zone: rough to smooth, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.

R38: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, moderately dipping to sub-vertical, iron oxide stained joints/fractures.

RQ

D (%

)

(2) 1-2

(3) 3-10

VERY SOFT (1) 0

(4) 11-20



BORING NO. MW - 54

PROJECT NO:

9

CLOSE/THIN

7

8

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


R36: Hard to moderately hard, slightly to moderately weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, horizontal to vertical, moderately weathered, iron-oxide stained joints/fractures.

DATE START: 7/31/06

35°-55°

55°-85°

MOD CLOSE/MOD THICK


0°-5°

5°-35°



ATTITUDEBPF

R35: Hard to moderately hard, slightly to moderately weathered, fine grained, light gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, horizontal to vertical, moderately weathered iron-oxide stained joints/fractures; 151.0'-155.1': Fracture zone: slightly rough to smooth, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.

HARDNESS WEATHERING

462935.57604554.25

G. SURF. EL.Buchanan, NY








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

11 5 1

10 R41 181-186 5.0/4.6 92 83 5 4

10 5 1

10 5 1

185 11 5 1

9 5 1

9 R42 186-1915.0/4.5

.0 90 89 6 0

10 6 1

10 6 1

190 9 6 1

9 6 1

7 R43 191-196 5.0/1.3 26 0 6 FZ 12

8 6 FZ 4

15 6 FZ NA

195 10 6 FZ NA

7 6 FZ NA

10 R44 196-201 5.0/3.6 72 31 5 5

12 5 FZ 11

12 5 FZ 5

200 12 6 FZ 8

14 6 FZ NA

11 R45 201-206 5.0/5.0 100 60 6 11

11 FZ 2

12 FZ 5

12 0

12 0



HARDNOTES:

10. Waterloo multilevel sampling system installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.


PROJECT NO:

CASING

R42: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, close, sub-horizontal to moderately dipping, slight iron oxide stained joints/fractures.

0-4


R45: Moderately hard to hard, slightly to moderately weathered, fine grained, light gray to gray MARBLE, with no apparent foliation; slightly rough to smooth, close to moderately close, horizontal to vertical, iron-oxide stained, clay filled joints/fractures; fault breccia;202.0'-202.7': CLAY GOUGE soft tan, sub-vertical clay filled joints/fractures form fine gravel size texture.

GRANULAR SOILS

WEATHERING

COHESIVE SOILS

10

VERY SOFT



WIDE/THICK



55°-85°

MOD CLOSE/MOD THICK

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

4-10

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DATE START: 7/31/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

CLOSE/THIN

HARDNESS

IN SITU PROPERTIES

WEATHERING


35°-55°

ATTITUDE

4-8

>30

DEP

TH (F

T)

462935.57604554.25

STABILIZATION TIME


G. SURF. EL.

NO

TES

DEPTH

85°-90°

BPF

<2

HARDNESS

2-4

15-30

NO. PER FT

(1) 0

BORING NO. MW-54

Buchanan, NY

BORING LOG




14.99 feet

SH. 7 OF 7


DATE END : 8/25/06



C

OR

ING

(MIN

/FT)

R41: Hard, slightly weathered, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, close to moderately close, sub-horizontal to moderately dipping, iron oxide stained joints/fractures.

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION


R44: Hard, moderately weathered, fine grained, light gray to gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, horizontal to vertical, iron oxide stained , silt/clay filled joints/fractures;197.1'-201.0': Fracture zone:


BORING NO. MW - 54


R43: Hard to soft, fresh to severely weathered, fine grained, gray MARBLE, fault breccia, with no apparent foliation; rough to smooth, very close, horizontal to vertical, moderately to severely weathered silt/clay filled joints/fractures.191'-196': Fracture zone: rough to smooth, very close, horizontal to vertical, moderately to severely weathered





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

10 R113.5-17.5 4.0/3.3 83 27 4 3

15 7 3 FZ 20

4 4 FZ 20

6 5 FZ 22

4 R217.5-22.5 5.0/5.0 100 76 4 FZ 9

3 3 1

20 4 3 2

3 3 2

3 3 FZ 2

3 R322.5-27.5 5.0/5.0 100 76 4 FZ 9

4 4 FZ 6

25 3 3 1

3 4 2

4 3 3

3 R4 5.0/5.0 100 -- 1

3 -- 0

30 2 -- 0


VERY LOOSE VERY SOFT 1 1 COMPLETE <2" Very close HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT 3'-10' SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERTICAL

HARDNOTES:

1. Borehole hand excavated to 5 feet.2. Spun and washed 4-inch diameter casing from 0 to 11.5 feet. Bedrock encountered at 9.5 feet.3. Drilled ahead of the casing to 13.5 feet using 3 5/8-inch diameter roller bit. Interface sealed with grout to stabilize the casing.


Buchanan, NY


R1: Hard, fresh to moderately weathered, fine grained, gray, MARBLE, withfaint, very thin, moderately dipping foliation; rough to smooth, very close toclose, sub-horizontal to vertical, severely weathered, silt/fine sand filled, ironoxide stained joints/fractures; fault breccia.

14'-18': Fracture zone: rough to smooth, very close, subhorizontal to vertical,severely weathered silt/fine sand filled, iron-oxide stained joints/fractures.

3

41.0017869.10

HARDNESS

IN SITU PROPERTIES

WEATHERING

BORING NO. MW - 55

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


FOREMAN: Ed Borner

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

NO

TES

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

SAM

PLE

/ CO

RE

NO

.


DATUM: NGVD 1929

CASING



BORING LOG



18.25 feet 462996.42604635.96

STABILIZATION TIME

G. SURF. EL.

DEPTH

BORING NO. MW-55

85°-90°

Wide

Very Wide

2-4

35°-55°

55°-85°

Mod Close

Close

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

(4) 11-20

<2

ATTITUDE

4-8

>30

DATE START: 8/9/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

(3) 3-10

R3: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with faint, very thin, moderately dipping foliation; rough to smooth, very close to close, sub-horizontal to vertical, fine sand/silted coated iron-oxide stained joints/fractures, partially healed fault breccia.


(No soil samples taken)

R2: Hard, fresh to moderately weathered, fine grained, gray MARBLE, with faint, very thin, moderately dipping foliation; very close to moderately close, rough to smooth, sub-horizontal to sub-vertical, slightly weathered silt/fine sand filled, iron-oxide stained joints fractures;21.8'-22.5'; 23.2'-23.4': Fracture zone, rough, very close, sub-horizontal to sub-vertical, silt/fine sand, coated, iron-oxide stained joints/fractures; healed fault breccia.

SH. 1 OF 3

DRILLING RIG MODEL: CME L55- Track RigSAMPLER HAMMER: N.A.

PROJECT NO:

>50

30-50 8-15

10-30

0°-5°

5°-35° (2) 1-2

HARDNESS ANGLESPACING/THICKNES

VERY SOFT0-4

4-10

ROCK CORE CHARACTERISTICS JOINT/FRACTURE CHARACTERISTICSGRANULAR SOILS

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping foliation; slightly rough to smooth, close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

WEATHERINGBPF

1

2








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

2 2

3 2

2 R532.5-37.5 5.0/5.0 100 100 2

2 0

35 2 0

3 3

2 0

2 R637.5-42.5 5.0/5.0 100 100 0

2 0

40 2 0

2 0

2 0

2 R742.5-47.5 5.0/5.0 100 85 0

2 0

45 2 0

2 1

1 2

2 R847.5-52.5 5.0/5.0 100 40 FZ 1

2 1

50 2 FZ 0

2 FZ 3

2 FZ 10

2 R952.5-57.5 5.0/5.0 100 30 FZ 7

3 FZ 5

55 2 FZ 6

3 FZ 8

2 FZ 12

3 R1057.5-62.5 5.0/5.0 100 53 5

4 2

60 3 2



HARDNOTES:

4. Coring in fourth gear between 30' and 52.5'; third gear from 52.5'

BORING NO. MW - 55

604635.96

STABILIZATION TIME

DATUM: NGVD 1929FINAL BORING DEPTH: 77.5 feet



Buchanan, NY


NO

TES

DEPTH

C

OR

ING

(MIN

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION


BORING LOG



FOREMAN: Ed Borner

18.25 feet 462996.42


G. SURF. EL.

DATE END : 8/14/06

R5: Hard, fresh, fine grained, white to gray, MARBLE, with no apparent foliation; rough to smooth, close to moderately close, sub-horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures.

R6: Hard, fresh, fine grained, gray, MARBLE, with very thin, faint, moderately dipping foliation; no apparent joints/fractures.

BORING NO. MW-55


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

DEP

TH (F

T)

>30

VERY SOFT

DATE START: 8/9/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

SH. 2 OF 3


PROJECT NO: 41.0017869.10

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE HARDNESS

IN SITU PROPERTIES

Wide

Very Wide

35°-55°

55°-85°

Mod Close

85°-90°

Close

0°-5°

5°-35°


>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-8

ATTITUDE

R10: Hard, fresh, fine grained, gray, MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained, joints/fractures, healed fault breccia.


R9: Hard, fresh to moderately weathered, fine grained, gray, MARBLE, with no apparent foliation; rough to smooth, very close to close, moderately dipping to vertical, silt coated, iron-oxide stained joints/fractures; healed fault breccia.


0-4

4-10

10-30

WEATHERINGBPF

<2

HARDNESS

GRANULAR SOILS

R8: Hard, fresh to slightly weathered, fine grained, gray, MARBLE, with no apparent foliation; rough to smooth, very close to moderately close, moderately dipping to vertical, iron-oxide stained joints/fractures; healed fault breccia;49.5'-56.5': Fracture zone, very close, horizontal to vertical fine sand/silt coated, iron-ozide stained joints/fractures.

R7: Hard, fresh, fine grained, gray, MARBLE, with no apperant foliation; rough to smooth, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;46.5' Dark gray, micro mylonizoned, clastic artifact.47.3'-47.5': Fracture zone, very close horizontal to vertical, iron oxide stained;

430.5'-35.0': White, healed, micro-brecciated Marble zone.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 2

3 0

4 R1162.5-67.5 5.0/5.0 100 56 0

4 4

65 3 1

4 10

3 5

3 R1267.5-72.5 5.0/5.0 100 82 4

3 0

70 4 2

3 1

3 2

2 R1372.5-77.5 5.0/5.0 100 72 1

2 1

75 2 1

3 3

2 1

80

85

90



HARDNOTES:

5. Monitoring wells installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.2. Spun and washed 4-inch diameter casing from 0 to 11.5 feet. Bedrock encountered at 9.5 feet. Interface sealed with grout to stabilize the casing.3. Drilled ahead of the casing to 13.5 feet using 3 5/8-inch diameter roller bit.

STABILIZATION TIME

PROJECT NO: 41.0017869.10

604635.96DATUM: NGVD 1929FINAL BORING DEPTH: 77.5 feet

BORING NO. MW - 55Indian Point Energy CenterEntergy Nuclear Northeast

Buchanan, NY 462996.42G. SURF. EL.



FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

End of Boring at 77.5 feet

VERY SOFT

(2) 1-2

GRANULAR SOILS


JOINT/FRACTURE CHARACTERISTICSROCK CORE CHARACTERISTICSWEATHERINGBPF HARDNESS

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

8-15

10-30

0-4

4-10

<2

>50

(3) 3-10

(4) 11-20

>30

DATE START: 8/9/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

30-50

DEPTH CASINGCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

4-8

BORING NO. MW-55

85°-90°

WEATHERING

Wide

Very Wide

35°-55°

NO

TES

ATTITUDE

HARDNESS

IN SITU PROPERTIES

55°-85°

Mod Close

Close

0°-5°

5°-35°

BORING LOG



FOREMAN: Ed Borner

18.25 feet


SH. 3 OF 3


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

R11: Hard, fresh, fine grained, gray, MARBLE, with no apparent foliation; slightly rough to smooth, very close to moderately close, moderately dipping to sub-vertical; iron-oxide stained joints/fractures; healed fault breccia.

5

R12: hard, fresh, fine grained, gray MARBLE, with no apparent foliation; slightly rough to smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures; healed fault breccia.

R13: Hard, fresh, fine grained gray MARBLE, with no apparent folation; slightly rought to smooth, close, moderately dipping to sub-vertical, iron-oxide stained, joints/fractures; healed fault breccia.





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

2

3

4

5

6

7

8

9 S1 8-10

10

11 S2 10-12

12

13 S3 12-14

14

15 S4 14-16

16

17

18

19 S5

20

21 S6

22

23 S7

24

25

26 S8 25-27

27

28 S9 27-29

29

30 S10 29-31


0-4 VERY LOOSE VERY SOFT 1 1 COMPLETE <2" HORIZONTAL4-10 LOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL

10-30 MEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING30-50 DENSE STIFF 4 HARD 4 SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL>50 VERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet.2. Borehole advanced using 3 5/8-inch diameter roller bit3. Drilled through a cavity void between 16 and 18.5 feet. No split spoon sample taken.4. Bedrock encountered at approximately 29 feet.



PROJECT NO: 41.0017869.10

IN SITU PROPERTIES

WEATHERING

G. SURF. EL.

CASINGBORING CO.: Aquifer Drilling and Testing

S4: Dense gray GRAVEL, some fine to coarse Sand.

S3: Loose to medium dense gray fine to coarse GRAVEL, some coarse SAND, little Silt.

S2: Loose to medium dense brown-gray fine to coarse GRAVEL, with fine to coarse Sand, some Silt.

S1: Loose to medium dense brown fine to coarse GRAVEL, some fine to coarse Sand. 2

S10: Very dense, dry gray-brown weathered MARBLE, some fine to coarse gravel, little Silt.

S8: Medium dense fine to coarse gray GRAVEL, some fine to coarse gray Sand, little Silt.

S6: Medium dense gray fine to coarse GRAVEL, trace Silt.

S7: Loose to medium dense fine to coarse gray-brown GRAVEL, some fine to coarse Sand, little Silt.

(4) 11-20


5°-35°

BORING NO. MW - 56

35°-55°

55°-85°

(3) 3-10

DATE START: 8/23/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

(2) 1-2

WEATHERINGHARDNESS

S5: Medium dense to very dense gray fine to coarse GRAVEL, with fine to coarse brown-gray Sand, little Silt.


4

>30

ATTITUDE

DEPTH

RQ

D (%

)

3

NO

TES

1

85°-90°

ANGLE

BORING NO. MW-56

15-30

NO. PER FT

(1) 0 <2

2-4

8-15

BPF

4-8

VERY SOFT

BORING LOG

ENGINEER: S. Covelli/A. Gallas


STABILIZATION TIME

70.26 feet

SH. 1 OF 3

DRILLING RIG MODEL: CME L55 Track RigSAMPLER: 3-inch split spoon

22.5-24.5

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)



DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

N

VAL

UE

CASING HAMMER: N.A.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BLO

WS

/ 6 IN

CH

GRANULAR SOILS

604658.09

18.5-20.5

20.5-22.5



SAMPLE DESCRIPTION

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED HARDNESS


Buchanan, NY

S9: Medium dense, fine to coarse gray GRAVEL, some coarse gray Sand, little Silt.

FOREMAN: Ed Borner



462708.49








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

31

32

33

34

35 3 R1 34-39 5.0/5.0 100 65 4 1

36 3 4 2

37 2 3 2

38 3 4 FZ 2

39 4 3 FZ 11

40 4 R2 39-44 5.0/5.0 100 25 10 FZ 5

41 3 10 FZ 4

42 3 20 FZ 5

43 4 15 4

44 4 20 3

45 3 R3 44-49 5.0/5.0 100 100 6 0

46 2 6 0

47 3 5 0

48 2 6 0

49 2 6 0

50 3 R4 49-54 5.0/5.0 100 93 10 1

51 3 8 0

52 2 6 3

53 3 10 1

54 2 6 0

55 2 R5 54-59 5.0/5.0 100 97 5 0

56 2 4 1

57 3 6 3

58 2 6 0

59 2 5 0

60 4 R6 59-64 5.0/5.0 100 97 6 0


VERY LOOSE VERY SOFT 1 1 COMPLETE <2" HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT 3'-10' WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERY WIDE/VERY THICK VERTICAL

HARDNOTES:5. HW casing and advanced to 31 feet and set in grout.6. Roller bit used to advance borehole between 31.0 and 35.0 feet; truncated joints/fractures at 35.3 feet and 40.7 feet below ground surface. 7. HQ coring started at 34.0 feet; borehole advanced using a 3 7/8-inch diameter (HQ) rock corebarrel between 34 and 88.5 feet.8. Fracture zone between 37.5 and 43.0 feet.


R3: Hard, fresh, fine grained gray MARBLE with no apparent foliation, no apparent joints/fractures.

R2: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; slightly rough, very close, moderately dipping to sub-vertical, slightly weathered, pitted, calcite mineralized joints/fractures.


8


NO

TES



0-4

GRANULAR SOILS

R5: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: very close to moderately close, calcite/manganese, iron-oxide stained joints/fractures; disseminated pyrite within matrix.

R4: Hard, fresh, fine grained gray MARBLE with no apparent foliation: slightly rough, close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained, healed joints/fractures.



WEATHERINGBPF HARDNESS

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15 55°-85°

4-10

462708.49604658.09

BORING NO. MW - 56

PROJECT NO:

DATUM: NGVD 1929

0°-5°

41.0017869.10

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING


Buchanan, NY

VERY SOFT

C

OR

ING

(MIN

/FT)


R1: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, slightly rough to smooth, very close to moderately close, sub-vertical to vertical, slightly weathered, calc-silicate mineralized joints/fractures;38.0'-39.0': Healed, pitted, breccia, with moderately healed, rough to smooth, calcite mineralized joints/fractures; 37.5'-43.0': Fracture zone, smooth to rough, very close to close, sub-vertical to moderately dipping, slightly weathered joints/fractures.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BLO

WS

/ 6 IN

CH

DATE START: 8/23/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)


10-30

<2

2-4

DEP

TH (F

T)

DEPTH CASING

ATTITUDE

85°-90° 15-30

NO. PER FT

(1) 0

4-8

>30

35°-55°

BORING NO. MW-56

BORING LOG



FOREMAN: Ed Borner


SH. 2 OF 3


5, 6

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAMPLE DESCRIPTION

7

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

61 4 10 0

62 4 8 1

63 4 10 0

64 4 10 1

65 4 R7 64-69 5/5 100 95 15 0

66 3 20 0

67 3 15 FZ 0

68 3 20 FZ 1

69 3 20 FZ 2

70 3 R8 69-74 5/5 100 85 20 FZ 3

71 3 20 FZ 2

72 3 20 FZ 2

73 4 20 FZ 2

74 4 20 FZ 1

75 3 R9 74-79 5/5 100 53 20 FZ 6

76 3 20 FZ 5

77 3 20 FZ 1

78 3 20 FZ 8

79 2 R1079.0-83.5 4.5/3.7 77 27 20 FZ 4

80 4 20 FZ 2

81 4 20 FZ 2

82 4 20 FZ 3

83 4 20 FZ 3FZ

84 4 R11 20 FZ NA

85 4 15 0

86 4 10 1

87 4 8 0

88 4 10 2

89

90


VERY LOOSE VERY SOFT 1 1 COMPLETE <2" HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT 3'-10' WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERY WIDE/VERY THICK VERTICAL

HARDNOTES:

9. Fracture zone between 66.5 and 83.5 feet.10. Vertical/joint fracture between 77.5 and 79.0 feet; truncated joint/fracture at 72.3 feet.11. Core barrel jammed at 83.5 feet.12. Monitoring wells installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.

41.0017869.10

R8: Hard, fresh, fine grained gray MARBLE with no apparent foliation: rough to slightly smooth, close to moderately close, sub-horizontal to moderately dipping, slightly weathered, iron-oxide stained joints/fractures.

R9: Hard, fresh, fine grained, gray-light brown, dolomititic MARBLE with no apparent foliation: rough to smooth, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures.

462708.49604658.09

DEPTH

HARDNESS

DATE START: 8/23/06


70.26 feet

0°-5°

5°-35°

ROCK CORE CHARACTERISTICSHARDNESS ANGLESPACING/THICKNESS


ATTITUDEWEATHERING


35°-55°

55°-85°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

85°-90°



Indian Point Energy CenterEntergy Nuclear Northeast PROJECT NO:

BORING NO. MW - 56

GRANULAR SOILS

0-4

4-10

10-30

BPF

<2

83.5-88.5

>30

15-30

NO. PER FT

(1) 0VERY SOFT

4-8

2-4

COHESIVE SOILS

12End of Boring at 88.5'

11

R10: 79.0'-80.9': Hard, fresh, fine grained, delamitic MARBLE with no apparent foliation: rough to smooth, close, sub-vertical, iron-oxide stained joints/fractures.

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

R6: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: slightly rough to smooth, moderately close, moderately dipping, slightly weathered, joints/fractures; several calcite healed joints/fractures.

R7: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: smooth to rough, close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron oxide stained joints/fractures; 66.5'-83.5': Fracture zone: rough to smooth, very close to close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/fractures.68.2'-69.0': Healed breccia with iron oxide staining and calcite mineralization along joints/fractures.

NO

TES

IN SITU PROPERTIES

BORING NO. MW-56


RQ

D (%

)

N

VAL

UE

9

CASING HAMMER: N.A.


DEP

TH (F

T)


R11: Hard, fresh, fine grained, gray MARBLE with no apparent foliation: smooth, close to moderately close, moderately dipping to sub-vertical, iron oxide stained joints/fractures.

5/5 100 100


FOREMAN: Ed BornerRefer to Table 6.1 for Groundwater Data


G. SURF. EL.

CASING

10

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

TOTA

L C

OR

E R

EC (%

)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAMPLE DESCRIPTION

STABILIZATION TIME



DATE





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER



HARDNOTES:

4. Water loss in borehole between 9 and 11 feet estimated to be 108 gallons; return water observed at 11 fee5. Water loss in borehole between 27 and 32 feet estimated to be 330 gallons

Buchanan, NY

BORING NO. MW - 57

DATUM: NGVD 1929G. SURF. EL.

Entergy Nuclear Northeast PROJECT NO:

604562.36

0

R2: Hard, fresh, fine to medium grained, light gray MARBLE with no apparent structure

R3: Hard, fresh, fine to medium grained, gray to white MARBLE with faint, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; 8.7'-10.5': Fracturzone, smooth to slightly rough, very close to close, moderately dipping to sub-vertical, irooxide stained joints/fractures.

R4: Hard, fresh, fine to medium grained, gray to dark gray MARBLE with faint, very thin, sub-vertical to vertical foliation: smooth to slightly rough, moderately wide to widely spaced, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures.

R1: Hard, fresh, gray, 1/2" aggregate concrete


120 18

19 15

194R5: Hard, fresh, fine-grained, gray MARBLE, healed fault breccia with no apparent foliation: smooth to slightly rough, sub-horizontal to sub-vertical, very close to moderately close, slightly weathered, iron-oxide stained joints/fractures; white calcite mineralized joints exhibiting healed micro-offsets, truncated patterns, disseminated pyrite present.

9418 16 R5 17-22 5.0/4.7

017 15

0

2

16 19

0

15 21

0

14 21

2

5.0/5.0 10013 15 R4 12-17

12 21

44

2

11 21

R7: Hard, fresh to slightly weathered, fine-grained gray to light gray MARBLE healed faubreccia, very thin, gnarled/convoluted foliation: rough, very close to wide, horizontal to moderately dipping, moderately weathered, iron-oxide stained joints/fractures;30.1': distinct contact: sub-vertical, irregular, pyrite-mineralized, healed contact between gray and light gray MARBLE.

30 16

029 20

096

0

28 16 R7 27-32 5.0/5.0 100

5

R6: Hard, fresh, fine-grained, gray MARBLE healed fault breccia, with no apparent foliation: rough, sub-horizontal, moderately close, slightly weathered, slightly iron-oxide stained joint/fractures; very close, irregular, sub-vertical, white calcite mineralized healed joint/fractures, fault breccia, micro-offsets, with pitted texture 1/16" deep.

0

27 22

1

26 17

0

1

2

0

1

1

2

0

0

3

2

100

25 16

100

24 18

10023 16 R6 22-27 5.0/5.0

22 20

21 20

10 25

100 62

9 27

100 100

8 35 R3 7-12 5.0/5.0

7 38 R2 5.8-7.0 1.2/1.2

6 20

1

NA1002.0/2.03.8-5.8R1

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

1

BLO

WS

/ 6

INC

H

COHESIVE SOILS

2

3

4

GRANULAR SOILS

5

12

12


NO. PER FT

(1) 0

BPF

<2

BORING NO. MW-57

15-30

1. Borehole advanced using 12-inch diameter concrete coring machine to 3.5 feet; 4-inch diameter (HW) casing advanced to 3.8 feet; roller bit concrete to 3.8 feet; rock core using 3 7/8-inch diameter (HQ) core barrel

(3) 2-10

(4) 10-20


VERY SOFT

WEATHERING


WIDE/THICK



Refer to Table 6.1 for Groundwater DataSTABILIZATION TIME


DATE

FRAC

TUR

ED Z

ON

E O

BSER

VED


NO

TES

DEPTH CASING

>30

between 3.8 and 5.8 feet through concrete; advanced 4-inch diameter (HW) casing casing to 5.8 feet through concrete; cored (HQ) to 7 feet; concrete placed around 14-inch road box prior to R3.2. Spun and washed 4-inch diameter (HW) casing to 3.8 feet and took R-1. Bedrock encountered at approximately 5.5 feet.3. Spun and washed 4-inch diameter (HW) casing to 7 feet. Casing/rock interface sealed with grout.

DATE START: 7/14/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

SAMPLE DESCRIPTION

DE

PTH

(FT)

C

OR

ING

(MIN

/FT)



14.98 feet



ENGINEERS: Angela Hough/Maurice Ponti/Sara Covelli

DRILLING RIG MODEL: DAVEY DK515 Track Rig



SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)

N

VA

LUE

IN SITU PROPERTIES

41.0017869.10462888.55

35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°>50

30-50 8-15

0-4

4-10

10-30

2-4

4-8

CLOSE/THIN

0°-5°

5°-35° (2) 1-2



HARDNESS WEATHERING

ATTITUDE








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MB

ER



HARDNOTES:

6. Water loss during R8 estimated to be 252 gallons7. Water loss during R9 estimated to be 304 gallons



BORING NO. MW - 57

462888.55604562.36

STABILIZATION TIME


R7: (continued) disseminated pyrite, concentrated along joints/fractures; 31.038.0': Fresh to slightly weathered, pitted, iron-oxide stained, partially healed fault breccia, limonite-calcite mineralized along joints/fractures.

R8: Hard, fresh to moderately weathered, fine-grained, light gray to gray MARBLE, partially healed, limonite-calcite mineralized fault breccia, with very thin, convoluted foliation: rough, very close to moderately close, sub-horizontal to sub-vertical, moderately weathered, limonite-calcite mineralized joints/fractures; disseminated pyrite, concentrated along joint/ fractures; pitted vugular texture. White-calcite mineralized, large healed vugs 1/4"-3/4" deep; matrix retains water; 36.2-37.0': Fracture Zone, rough, very close, horizontal to vertical, moderately weathered, iron-oxide stained joints/fracture36.4': Distinct contact between light gray and gray MARBLE.

Buchanan, NY G. SURF. EL.


0-4

4-10

10-30

BPF

<2

>50

30-50 8-15

(2) 1-2

(3) 2-10

(4) 10-20

35°-55°

55°-85°

MOD CLOSE/MOD THICK



CLOSE/THIN

0°-5°

5°-35°

SH. 2 OF 2

DRILLING RIG MODEL: DAVEY DK515 Track RigSAMPLER HAMMER: N.A.

VERY SOFT

DATE START: 7/14/06

DR

ILLI

NG

FLU

ID L

OS

S

(GA

LLO

NS

)

WIDE/THICK

NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING

ATTITUDE

4-8

>30

DEPTH CASING



2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

DATE END : 7/20/06

SAMPLE DESCRIPTION

BORING NO. MW-57


BORING LOG

ENGINEERS: Angela Hough/Maurice Ponti/Sara CovelliDATE


14.98 feet


DE

PTH

(FT)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6

INC

H

SO

IL P

EN

. / R

EC

.(IN

/ IN

) R

OC

K P

EN

./RE

C. (

FT/F

T)

N

VA

LUE

TOTA

L C

OR

E R

EC

(%)

RQ

D (%

)


GRANULAR SOILS

SA

MP

LE /

CO

RE

NO

.

SA

MP

LE D

EP

TH

35

16

11

8


51

FRAC

TUR

ED Z

ON

E O

BSER

VED

10

12

31

32

33

34

32-37R8 1005.0/5.0 84 6

0

0

2

0

0

36 11

37 10

38 12 R9 37-42 5.0/5.0 100 48

39 8

40 10

52

53

54

55

R9: Hard to moderately hard, fresh to moderately weathered, fine-grained, gray MARBLE, healed to partially healed fault breccia, with no apparent foliation: rough, very close to close, sub-horizontal to vertical, moderately weathered, iron-oxide stained, clay coated joints/fractures; trace pitted, vugular texture;38.3'-40.1' and 41.3'-42.0': Fracture Zones, rough, very close, moderately dipping to vertical, fine-sand/ clay coated, moderately weathered, iron-oxide stained joint/ fractures; Matrix retains water.

FZ

FZ

0

FZ 9

7 0

6

FZ 12

56

57

58

59

60

41 12 0

42 12 9

43 9 R10 42-47 5.0/5.0 100 62R10: Hard, fresh to slightly weathered, fine-grained, gray MARBLE, healed fault breccia with no apparent foliation; smooth to slightly rough, very close to close, sub-horizontal to vertical, slightly to moderately weathered, irregular, iron-oxide/limonite-calcite stained joints/fractures; Pitted vugular texture; 43.8-45.1: Fracture Zone, slightly rough, very close, sub-horizontal to vertical, slightly to moderately weathered, iron-oxide stained joint/ fractures.

FZ

1

44 15 2

45 11 FZ 19

46 10 3

47 13 3

48 8End of Boring 47 feet.

49

50

8. Monitoring wells installed within borehole (refer to installation log for details); 12" diameter well vault installed within concrete, flush with the ground surfa





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

1. Borehole vacuum excavated between 0.5 and 8 feet below ground surface.2. Drilled with 3 5/8-inch diameter roller bit between 8 and 15 feet. Bedrock encountered at approximately 15 feet.3. HW diameter casing grouted at 16.5 feet.4. Borehole re-drilled inside of 4-inch diameter casing with 3 5/8-inch diameter roller bit between 5 and 17.5 feet.5. HQ core sampling conducted between 17.5 and 22.5 feet.6. Vugular zones common along healed, calcite mineralized joints/fractures; vugs generally range between 1/16" and 1/2" deep.

462864.26G. SURF. EL. 14.57 feetPROJECT NO: 41.0017869.10

S1: Medium dense, gray wet fine to coarse GRAVEL, little Sand, trace Silt.

S2: Very dense, gray, fragments of MARBLE.

R3: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joint/ fractures; few sub-vertical white calcite-mineralized joints/fractures occur as conjugate sets, slightly pitted, few vugs 1/16-1/8" deep.

R2: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to sub-vertical, moderately weathered, iron-oxide stained joints/fractures; slightly to very pitted, vugular texture, commonly associated with irregular white calcite-mineralized joints/fractures.

R1: Hard, fresh to slightly weathered, fine grained, gray MARBLE, with very thin, sub-vertical foliation: smooth to rough, very close to close, sub-vertical to sub-horizontal, moderately weathered, iron-oxide stained, joints/ fractures; slightly to very pitted vugular texture, commonly associated with irregular white calcite-mineralized joints/fractures;17.5'-27.5': Fracture Zone, very close to close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joint/ fractures; 24.925.5': Partially healed fault breccia with pitted, vugular texture.

7FZ20 14

4FZ19 15

116 FZ 4,510018 15 R117.5-22.5 5.0/5.0

17

20 - 100 2 .67/.2516 S2 15-17

315

214

13

12 - 1212

0

11 S1 10-12 10 - 12 21 24/12

1

296 FZ

1

28 15 R327.5-32.5 5.0/4.9 98

FZ27 15

2

126 15 FZ

3

FZ

10

FZ

6

FZ

FZ 6

7FZ

100

25 14

24 12

23 10 R222.5-27.5 5.0/5.0 62

22 16

21 15

10

8

7

6

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

9

GRANULAR SOILS

29 27

30 22


ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara CovelliDATEFOREMAN: Dave Carter


STABILIZATION TIME


0°-5°

NO. PER FT

(1) 0

NO

TES

GROUND WATER READINGSDEPTH

HARDNESS

IN SITU PROPERTIES

WEATHERING

SAMPLE DESCRIPTION

DATE END : 7/10/06


BORING NO. MW-58

ATTITUDE

5°-35°


CLOSE/THIN

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK


4-8

>30

>50

VERY SOFT

(2) 1-2

(3) 3-10

(4) 11-20

DRILL RIG MODEL: CME L55 Track RigSAMPLER HAMMER: 140 lbs.

5

N

VAL

UE


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

1

2

3

4-10

10-30

2-4

15-30

30-50 8-15


4

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)



BORING NO. MW - 58

604400.31

CASING


Buchanan, NY

0-4 <2


COHESIVE SOILS


Top of Bedrock at approximately 15 feet








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:



Buchanan, NY

BORING NO. MW - 58

DATUM: NGVD 1929G. SURF. EL. 14.57 feet


80

R4: Hard, fresh to slightly weathered, fine-grained, gray MARBLE with very thin sub-vertical foliation;: smooth to rough, very close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures;35.8'-38.0': Healed micro-mylonized zone (dark gray hairline bands);37.0'-37.5': Partially healed fault breccia, pitted texture.34.5'-35.5': Fracture zone: rough to smooth, very close, moderately dipping to subvertical iron-oxide, stained joints/fractures.

R5: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin sub-vertical foliation: smooth to slightly rough, very close to close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures with white calcite crystallization; shallow to deep vugs occurring along joints/fractures;40.1'-40.8': Healed fault breccia with white calcite-mineralized sub-horizontal to sub-vertical conjugate joints/fractures with vugular texture.

R6: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin sub-vertical foliation: smooth to slightly rough, very close to close, sub-horizontal to sub-vertical, slightly weathered iron-oxide stained joints/fractures with white calcite crystallization, pitted vugular texture and calcite mineralization along healed fractures with some iron-oxide staining;45.8'-46.1': Healed fault breccia with white calcite-mineralized, moderately dipping to sub-vertical, conjugate joints/fractures with vugular texture.

R7: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth to slightly rough, close to moderately close, sub-horizontal to sub-vertical, slightly weathered, iron-oxide stained joints/fractures; pitted vugular texture along white calcite-mineralized, sub-horizontal to sub-vertical, healed joints/fractures.

GRANULAR SOILS

0-4

BPF

<2

WEATHERING

MOD CLOSE/MOD THICK

R8: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin to thin, sub-vertical foliation: smooth to slightly rough, very close to close, sub-horizontal to sub-vertical, moderately weathered, iron-stained joints/fractures; pitted texture along white calcite-mineralized, healed joints/fractures; 54.3'-55.8': pitted texture and 1/4" vugs along white calcite-mineralized conjugate healed joint/ fractures; healed fault breccia at 54.5'-55.6';56.0'-57.5': Fracture Zone, slightly rough, sub-horizontal to sub-vertical, moderately weathered, iron-oxide stained joints/fractures.

R9: Hard, fresh to slightly weathered, fine grained gray MARBLE with very thin, sub-vertical foliation: smooth to rough, very close to close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures;58.7'-60.9': healed fracture zone, very closely spaced, sub-vertical , white calcite-mineralized, healed joints/fractures with slightly pitted texture;

HARDNESS

VERY SOFT



CLOSE/THIN

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

2-44-10

10-30

HARDNESS

IN SITU PROPERTIES

WEATHERING

PROJECT NO: 41.0017869.10462864.26604400.31

STABILIZATION TIME





SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


CASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) wireline

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

>30

DEPTH CASING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

JOINT/FRACTURE CHARACTERISTICS ATTITUDE

4-8

WIDE/THICK

BORING NO. MW-58


35°-55°

55°-85°

DATE END : 7/10/06


ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara CovelliDATE

DATE START: 6/29/06

51 30

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

31 21

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

32

33

34

35

16

13

25

22

32.5-37.5R4 984.9-5.0 83

FZ

2

0

1

4

4

36 17

37 13

38 15 R537.5-42.5 5.0/5.0 100 69

39 13

40 14

52 20

53 14 R852.5-57.5 5.0/5.0 100

54 14

55 14

2

0

4

3

4

0

0

0

1

1

56 14 1

57 20 FZ 5

58 15 R957.5-62.5 5.0/5.0 100 16 FZ 3

59 20 3

60 22 3

41 15 1

42 17 1

43 15 R642.5-47.5 5.0/5.0 100 62 4

44 14 2

45 19

88

3

46 13 3

47 19 5

48 13 R747.5-52.5 5.0/5.0 100 2

49 22 1

50 28 1








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1



HARDNOTES:

7. Monitoring wells installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.



604400.31

End of Boring 72.5 feet.

60.9-62.5': Fracture Zone: very close, moderately dipping to sub-vertical, iron-oxide stained joint/ fractures coated with fine sand/silt.

R10: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin sub-vertical foliation: smooth to slightly rough, very close to close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures, several filled with fine sand/ sand; healed white calcite-mineralized joints/ fractures; pitted texture and 1/8" vugs along few white calcite-mineralized joints/ fractures; 64.4'-69.5': Fracture Zone, very close to close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures coated with fine sand/ silt, often in conjugate sets.

R11: Hard, fresh to slightly weathered, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth to slightly rough, very close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures, several filled with fine sand/silt; pitted texture and 1/16" vugs along few healed white calcite-mineralized joints/fractures.

0

7

0

72 13

71 13

1

5

FZ

3

FZ

10

FZ

2

FZ

FZ

70 13

100 30

69 11

68 13 R1167.5-72.5 5.0/5.0

67 11

3

66 11

6

2

3

12FZ

FZ

FZ

481005.0/5.062.5-67.5R1063 8

10

11

JOINT/FRACTURE CHARACTERISTICSGRANULAR SOILS

DATE END : 7/10/06


ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara CovelliDATE

Refer to Table 6.1 for Groundwater DataFOREMAN: Dave Carter

DATE START: 6/29/06

SAMPLE DESCRIPTION

BORING NO. MW-58

85°-90° 15-30

NO. PER FT

(1) 0VERY SOFT

2-4

4-8

WIDE/THICK


NO

TES


14.57 feet

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING

DEPTH CASING

>30

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

ATTITUDE


65

N

VAL

UE


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

61

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30


64

20

20

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

. (FT

/FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

62



462864.26Entergy Nuclear Northeast

BORING NO. MW - 58

35°-55°

55°-85°

MOD CLOSE/MOD THICK



CLOSE/THIN

0°-5°

5°-35°

Buchanan, NY

0-4 <2


COHESIVE SOILS





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

2

3

4

5

6

7

8 S1 7-9 13 - 6 12 24/16

9 6 - 5

10 S2 9-11 4 - 6 14 24/19

11 8 - 8

12 S311.0-12.2 8 - 38 -- 14/2

13 50/2"

14

15

16 S415.0-15.2 50/2" -- 2/0

17

18

19 S5 18-18 0"/100 0/0

20

21

22

23

24

25 4 R1 24-27 3.0/2.6 85 0 10 FZ 12

26 6 15 FZ 12

27 8 10 FZ 12

28 4 R2 27-32 5.0/4.5 90 23 10 FZ 7

29 4 10 FZ 6

30 5 15 FZ 8



HARDNOTES:1. Bore hole was vacuum excavated between 0 and 5.0 feet below existing grade (b.e.g.) Borehole advanced using CME 55 Truck Rig2. Weathered bedrock cuttings observed between 13.0 feet and 17.5 feet.3. Bore hole advanced with 3 5/8" diameter roller bit between 13.2 feet and 15.0 feet and 15.8 feet and 18.0 feet.4. Driling fluid lost between 16.0 feet and 17.0 feet estimated to be 20 gallons.5. H.W. diameter casing advanced and set with grout at 18.0 feet (b.e.g.)6. Very soft material encountered between 18.0 feet and 24.0 feet; no rock core sampled.7. Core barrel locked inside the HQ wire-line casing at 27.0 feet. HQ casing was pulled out of the borehole, cleaned and re-installed.


S3: Very dense, gray, medium GRAVEL, some fine to coarse Sand, little Silt.


BORING NO. MW - 59



2,3

Buchanan, NY


S1: Medium dense, gray, medium GRAVEL, some Sand, trace Silt.

1

5

4

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DEP

TH (F

T)

S2: Medium dense, brown-gray, medium GRAVEL and fine to coarse SAND, trace Silt.

GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICSROCK CORE CHARACTERISTICS


BLO

WS

/ 6 IN

CH

SAMPLER: 3" split spoonSAMPLER HAMMER: 140 lbs Automatic


FOREMAN: Ed Borner

BORING LOG



14.52 feet

SH. 1 OF 3

462912.91604330.15

STABILIZATION TIMEBORING CO.: Aquifer Drilling and Testing

BORING NO. MW-59


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

C

OR

ING

(MIN

/FT)

DEPTH CASING

HARDNESS

>50

30-50 8-15

MOD CLOSE/MOD THICK

VERY SOFT

IN SITU PROPERTIES

WEATHERING


35°-55°

ATTITUDE

NO

TES

55°-85°

DATE START: 9/5/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

4-8

>30

(3) 3-10

(4) 11-20

(2) 1-24-10

10-30

WEATHERINGBPF

<2

85°-90°

WIDE/THICK

CLOSE/THIN

0°-5°

5°-35°


6

7

S5: No penetration/No recovery.

R1: Hard, slightly weathered to fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close to close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures;24.0-45.0: Fracture zone, rough to smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

0-4 VERY CLOSE/VERY THIN


R2: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, rough to smooth, very close to close, moderately dipping to sub-vertical, slightly weathered, with calcite mineralized joints/fractures.

6

S4: No recovery.

HARDNESS








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

31 4 5 FZ 7

32 4 5 FZ 4

33 4 R3 32-37 5.0/5.0 100 25 5 FZ 3

34 4 10 FZ 8

35 5 10 FZ 4

36 4 3 FZ 2

37 5 5 FZ 4

38 5 R4 37-42 5.0/5.0 100 32 5 FZ 7

39 4 10 FZ 3

40 5 5 FZ 5

41 4 5 FZ 3

42 4 5 FZ 3

43 5 R5 42-47 5.0/5.0 100 23 10 FZ 12

44 5 10 FZ 12

45 4 15 FZ 12

46 5 10 2

47 4 10 3

48 4 R6 47-52 5.0/5.0 100 48 10 1

49 4 5 1

50 5 5 2

51 4 5 3

52 4 8 2

53 4 R7 52-57 5.0/5.0 100 90 8 1

54 4 5 0

55 4 4 1

56 3 5 1

57 4 5 1

58 4 R8 57-62 5.0/4.5 100 82 10 1

59 4 8 FZ 5

60 4 6 FZ 0



HARDNOTES:

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

SH. 2 OF 3

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

BORING LOG



FOREMAN: Ed Borner

14.52 feet 462912.91

BORING NO. MW-59

85°-90°


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


G. SURF. EL.

NO

TES

DEPTH CASING

ATTITUDE

4-8

>30

DATE START: 9/5/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

DATE END : 9/8/06

WEATHERING


R4: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, rough to smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

R5: Hard, fresh, fine grained, gray MARBLE, with no apparent folation, rough to smooth, very close to close, moderately dipping to sub-vertical, with calcite mineralization, iron-oxide stained joints/fractures.

R6: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, rough to smooth, very close to moderately close, sub-vertical to sub-horizontal, iron-oxide stained joints/fractures.

R3: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, rough to smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained and calcite mineralized joints/fractures.


SAMPLER: 3" split spoonSAMPLER HAMMER: 140 lbs Automatic


41.0017869.10Buchanan, NY



604330.15

STABILIZATION TIME

HARDNESS

WIDE/THICK

IN SITU PROPERTIES

WEATHERING

PROJECT NO:

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

4-10





CLOSE/THIN

35°-55°

55°-85°

MOD CLOSE/MOD THICK

BPF

<2

HARDNESS

0-4 VERY SOFT


BORING NO. MW - 59

GRANULAR SOILS

R8: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, rough to smooth, very close to moderately close, moderately dipping to sub-horizontal, iron-oxide stained joints/fractures; 58.4'-58.8': Fracture zone, rough to smooth, very close, sub-horizontal, iron-oxide stained joints/fractures.

R7: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, rough to smooth, very close to moderately close, moderately dipping, iron-oxide stained joints/fractures.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

61 4 4 4

62 3 3 0

63 4 R9 62-67 5.0/4.6 91 77 4 2

64 4 10FZ

6

65 4 4 0

66 3 5 4

67 4 4 0

68 3 R10 67-72 5.0/5.0 100 63 3 0

69 3 4 3

70 4 4 2

71 3 3 4

72 3.5 4 3

73 4 R11 72-77 5.0/5.0 100 86 4 2

74 4 3 1

75 5 4 2

76 5 4 1

77 4 3 1

78

79

80

81

82

83

84

85

86

87

88

89

90



HARDNOTES:

8. Monitoring wells installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.

0-4

4-10

10-30

WEATHERINGBPF

<2 VERY SOFT


GRANULAR SOILS



ATTITUDE


CLOSE/THIN

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15 WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

HARDNESS

IN SITU PROPERTIES

WEATHERING



NO

TES

SH. 3 OF 3BORING LOGBORING NO. MW - 59

SAMPLER: 3" split spoon BORING CO.: Aquifer Drilling and Testing


SAMPLER HAMMER: 140 lbs Automatic

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


N

VAL

UE

4-8

DEPTH CASING

(1) 0

462912.91604330.15

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

STABILIZATION TIME


G. SURF. EL.



2-4

COHESIVE SOILS

15-30

NO. PER FT

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

DEP

TH (F

T)

BORING NO. MW-59

85°-90°


SAMPLE DESCRIPTION

C

OR

ING

(MIN

/FT)

End of boring at 77.0 feet.8

R9: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, rough to smooth, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;62.9'-63.4': Fracture zone, smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R10: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, rough to smooth, very close to moderately close, sub-vertical to vertical, iron-oxide stained joints/fractures.

R11: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, rough to smooth, very close to moderately close, moderately dipping to sub-vertical joints/fractures.

Entergy Nuclear Northeast14.52 feet

DATE END : 9/8/06

FOREMAN: Ed Borner

DATE START: 9/5/06

Buchanan, NYPROJECT NO: 41.0017869.10





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

10

8 R1 10 - 15 5.0/5.0 100 80 6 FZ 2

7 6 FZ 1

6 6 FZ 2

3 6 FZ 3

15 4 6 0

3 R2 15-20 5.0/5.0 100 100 6 1

4 6 0

3 6 1

4 6 0

20 4 6 1

3 R3 20-25 5.0/5.0 100 100 6 0

4 7 1

3 6 0

4 7 0

25 4 7 0

4 R4 25-30 5.0/5.0 100 100 6 0

3 6 0

3 6 1

5 6 0

30 4 6 0



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 6 feet.2. Spun and washed 4-inch diameter (HW) casing from 6 to 8 feet and took S-1. Casing set into bedrock with grout at about 8.5 feet.


Buchanan, NY

BORING NO. MW - 60

HARDNESS

IN SITU PROPERTIES

WEATHERING

PROJECT NO: 41.0017869.10463381.26604585.60

STABILIZATION TIME


DATUM: NGVD 1929

R1: Hard, fresh, fine grained, white to gray MARBLE with faint, very thin, sub-horizontal to moderately dipping foliation; smooth to rough, very close to moderately close, horizontal to vertical, fine sand/silty clay coated, iron-oxide stained joints/fractures healed microbrecia.

10-13.5': Fracture zone, smooth to rough, very close to close horizontal to vertical, fine sandy/silty coated, iron-oxide stained joints/factures.

10-30

WEATHERINGBPF

<2

HARDNESS

VERY SOFT

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-horizontal to sub-vertical, no apparent foliation: one smooth, wide, sub-vertical iron-oxide stained joint/fracture;healed breccia.

ANGLE

>50

30-50 8-15

(3) 3-10

(4) 11-20

SPACING/THICKNES

0-4

4-10

35°-55°

55°-85°

MOD CLOSE/MOD THICK


CLOSE/THIN

0°-5°

5°-35° (2) 1-2


SH. 1 OF 7


ATTITUDE

4-8

>30

DEPTH CASING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED



G. SURF. EL.

CASING SIZE: HQCASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0


BORING NO. MW-60

85°-90°

WIDE/THICK


BORING LOG

ENGINEER: Angela Hough


14.31 feet

DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION


R3: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-horizontal to moderately dipping foliation: one rough, sub-horizontal, moderately close, slightly iron-oxide stained joint/fracture; healed breccia.


Top of Bedrock at 8.5 feetS1 8.0-8.4 100/5" 5/3


R2: Hard, fresh, fine grained, white to gray MARBLE, with fained, very thin, sub-horizontal to moderately dipping foliation: rough to smooth, moderately close to wide horizontal, iron-oxide stained joints/fractures; healed microbreccia.

15.8'-16.5': White calcite, healed zone;

DATE END : 10/23/06


NO

TES

2

1

S1: Very dense, medium GRAVEL, trace brown fine to medium Sand.





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

3 R5 30-35 5.0/5.0 100 100 9 0

4 9 0

5 10 1

4 9 0

35 5 10 1

3 R6 35-40 5.0/5.0 100 92 10 0

3 10 1

4 11 0

4 11 1

40 5 13 1

3 R7 40-45 5.0/5.0 100 100 13 0

4 13 0

5 13 0

5 22 0

45 5 22 0

3 R8 45-50 5.0/5.0 100 56 11 0

4 11 0

5 11 12

4 11 12

50 4 12 12

4 R9 50-55 5.0/5.0 80 36 11 0

4 11 FZ 2

5 12 FZ 4

2 20 FZ 4

55 3 20 FZ 12

2 R10 55-60 5.0/5.0 100 18 20 FZ 10

5 10 FZ 5

5 10 FZ 9

5 12 FZ 12

60 5 12 FZ 7



HARDNOTES:3. Horizontal fracture 1/4" wide with white calcite crystals (up to 1/4" thick).

BORING NO. MW - 60

PROJECT NO:463381.26

41.0017869.10G. SURF. EL.


Buchanan, NYDATUM: NGVD 1929FINAL BORING DEPTH: 200 feet


WEATHERING

NO

TES


R10: Hard, moderately weathered to fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-horizontal to moderately dipping foliation: rough, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures; trace deep vugular to slightly pitted texture.

HARDNESS

IN SITU PROPERTIES

0-4

4-10

10-30

WEATHERINGBPF

<2


GRANULAR SOILS




CLOSE/THIN

0°-5°

5°-35°

MOD CLOSE/MOD THICK

>50

30-50 8-15

15-30

(3) 3-10

(4) 11-20

604585.60

STABILIZATION TIME

VERY SOFT

ATTITUDE

WIDE/THICK


2-4


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: smooth to tough, very close to moderately close, moderately dipping to sub-horizontal, iron-oxide stained joints/fractures.

51-.9': Healed light and dark, gray, breccia, with convoluted, mylonized, subrounded clasts/inclusions;

R7: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-horizontal foliation; no apparent joints/fractures.

SAMPLE DESCRIPTION

4-8

R8: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-horizontal to sub-vertical foliation: no apparent joints/fractures.

47.8'-50' Vertical, 1/2" wide calcite, crystal filled, open vug, penetrates though two thirds of core diameter; (deducted from RQD)

R9: Hard, moderately weathered to fresh, fine grained, gray MARBLE, with sub-horizontal to sub-vertical foliation: rough to smooth, very close to close, sub-horizontal to sub-vertica, fine sandy, silty, clay coated, iron-oxide stained joints/fractures;

51.8'-59.7': Fracture zone, very close to close, sub-horizontal to sub-vertical, fine sandy, silty clay coated, iron-oxide stained joints/fractures.

NO. PER FT

(1) 0

(2) 1-2

>30

DEPTH CASING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R5: Hard, fresh, fine grained, light and dark gray MARBLE, with faint to distinct, very thin to thin, sub-horizontal to sub-vertical foliation: one smooth to tough, wide, sub-vertical, iron-oxide stained joint/fracture healed breccia.

SAM

PLE

/ CO

RE

NO

.


SAM

PLE

DEP

TH (F

T)

35°-55°

55°-85°

BORING NO. MW-60

BORING LOG




14.31 feet


SH. 2 OF 7


DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)

3








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:


DEPTH

463381.26


Buchanan, NY



R11: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-horizontal to moderately dipping foliation: rough to smooth, very close to moderately close, moderately dipping to sub-vertical joints/fractures.

R12: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-horizontal to sub-vertical foliation: rough to smooth, close to moderately close, moderately dipping to sub-horizontal, slightly weathered joints/fractures; healed breccia; disseminated pyrite.

R13: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-horizontal to sub-vertical foliation: smooth, close to moderately close, moderately dipping to sub-vertical, fine sandy iron-oxide stained joints/fractures; trace pitted texture along calcite mineralized joints/fractures;73.1'-73.7': Fracture zone, smooth, close, sub-vertical, iron-oxide stained joints/fractures.

CLOSE/THIN

MOD CLOSE/MOD THICK

SPACING/THICKNES

R15: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, moderately dipping foliation: no apparent joints/fractures.

R16: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, moderately dipping, foliation one: rough, wide, moderately dipping slightly weathered joint/fracutre; healed microbreccia.

010

R14: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-horizontal to moderately dipping foliation: rough, wide, sub-vertical, slightly weathered joints/fractures;77.4'-76': Healed sub-vertical microbreccia, with calcite mineralized joints/fractures.

10

10

5

05

05

3105

096 105.0/5.0 1005 R14 75-80

0105

1220 FZ

0

5

3

5

0

5

5.0/5.0 1005 R13 70-75

04

14

0

0

4

4

0

05 R16 85-90 5.0/5.0 100 95

0

0

0

0

0

0

1

1

0

8

84 10

8

10

8

5

8

5

100 100 8

5

10

5 R15 80-85 5.0/5.0

10

5

10

5

15

5

100 100 20

5

0

5 R12 65-70 5.0/5.0

0

8

0

0

12

15

15

20

15

885.0/5.0

5

60-65R115

5

5

5


8

5

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

DATE END : 10/23/06

SAMPLE DESCRIPTION



DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)


RQ

D (%

)

BLO

WS

/ 6 IN

CH

41.0017869.1014.31 feet

PROJECT NO:



DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

35°-55°

55°-85°

85°-90°

WIDE/THICK


BORING NO. MW-60


2-4

COHESIVE SOILS

15-30

>30


VERY SOFT

NO. PER FT

(1) 0

(2) 1-2

(3) 2-10

(4) 10-20

ATTITUDE


NO

TES

HARDNESS WEATHERING

IN SITU PROPERTIES

ANGLE


SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

BPF

<2


>50

30-50

0-4

4-10

10-30

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE

8-15

100

4-8

0°-5°

5°-35°

WEATHERING

BORING LOG SH. 3 OF 7

CASING

G. SURF. EL.604585.60DATUM: NGVD 1929

BORING NO. MW - 60








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:4. 104.8'-105.1': Micacous schist


Buchanan, NY

BORING NO. MW - 60

SPACING/THICKNES


CLOSE/THIN

41.0017869.1014.31 feet

CASING



G. SURF. EL.

0-4

4-10

10-30

2-4

HARDNESS

CASING SIZE: HQCASING HAMMER: N.A. DATE START: 10/11/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE




R18: Hard, fresh, fine grained, light gray MARBLE with faint, very thin to moderately dipping foliation: no apparent joints/fractures; pitted, healed micro-breccia;

R19: Hard, fresh, fine grained, white MARBLE with faint to distinct, very thin, moderately dipping foliation: rough, moderately close to wide, moderately sub-vertical, slightly weathered joints fractures; completely healed breccia; trace pitted texture;.

DATE

COHESIVE SOILS


VERY SOFT


(1) 0


R21: Hard, fresh, fine grained, white MARBLE with faint to distinct, very thin, moderately dipping foliation: rough, close to wide, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R22: Hard, fresh, fine grained, light gray to white MARBLE with faint to distinct, very thin, moderately dipping foliation: smooth, wide sub-vertical, slightly weathered joints/fractures.

R17: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin foliation: rough, wide, moderately dipping to joint/fracture calcite; healed micro-breccia.

SAMPLE DESCRIPTION

BPF

<2

8-15

4-8

30-50 (4) 10-20

>30

>50 15-30

(2) 1-2

(3) 2-10

0°-5°

WIDE/THICK


BORING NO.

ATTITUDE

35°-55°

55°-85°

ANGLE

5°-35°

MOD CLOSE/MOD THICK

MW-60

BORING LOG

463381.26604585.60

SH. 4 OF 7

PROJECT NO:

DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)


IN SITU PROPERTIES

HARDNESS WEATHERING



NO

TES

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

DEPTH STABILIZATION TIME


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

4

3

4

3

4

90-95R17 1005.0/5.0 8

7

6

6

8

100 0

1

3

2

0

3 R18 95-100 5.0/5.0 100 100 6

3 5

3 5

3 6

3 5

3 R21110-115 5.0/5.0 100 88 8

3 10

3 10

3 9

4 10

100 5

5

5

5

5

8

1

0

0

1

0

1

1

4

2

0

3 R22115-120 5.0/5.0 100 100 10 1

3 15 2

3 15 3

3 15 1

5 12 2

3 R19100-105 5.0/5.0 100 0

3 0

3 0

3 0

2 4 1

3 R20105-110 5.0/5.0 100 100

R20: Hard, fresh, fine grained, white MARBLE with faint to distinct, very thin, moderately dipping foliation: smooth, wide, moderately dipping, pitted slightly weathered joints/fractures.

8

8

7

0

4 0

4 0

4 1

3 8 0








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:


Buchanan, NY

BORING NO. MW - 60

41.0017869.10463381.26


SPACING/THICKNES

R27: Hard, fresh, fine grained, white MARBLE with faint, very thin, subhorizontal to moderate dipping foliation: rough to smooth, close, sub-horizontal, slightly weathered joints/fractures

R28: Hard, fresh, fine grained, white MARBLE with faint, very thin, subhorizontal foliation: rough to smooth, close, sub-horizontal to moderately dipping, slightly weathered joints/fractures.

R23: Hard, fresh, fine grained, white MARBLE with faint, very thin, subhorizontal foliation: smooth, wide, moderately dipping to sub-vertical, moderately healed, pitted joints/fractures with white calcite minerals.

R24: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderate to subhorizontal foliation: rough, close, moderately dipping, slightly weathered joints/fractures.

604585.60DATUM: NGVD 1929


GROUND WATER READINGSCASING STABILIZATION TIME

015

R26: Hard, fresh, fine grained, white MARBLE with faint, very thin foliation: rough, close to moderately close, sub-horizontal to moderately dipping, slightly weathered joints/fractures; with white calcite minerals;136.7'-138.0': Fracture zone, rought to smooth, close to moderately close, sub horizontal to moderately dipping, slightly weathered joints/fractures; slightly pitted texture

20

20 FZ

3

13

53

110 FZ4

086 85.0/5.0 1004 R26135-140

18

R25: Hard, fresh, fine grained, white MARBLE with faint, very thin foliation: smooth, close to wide, moderately dipping, pitted, slightly weathered joints/fractures.

8

3

0

0

3

0

3

0

3

1003 R25130-135 5.0/4.9

0103

183

210

1

3

103

0

13 R28145-150 5.0/5.0 100 43 8

0

1

1

0

0

1

0

0

0

10

100 8

8

8

8

3

8

4

15

4

100 92 10

4

8

3 R27140-145 5.0/5.0

12

3

10

4

10

3

100 100 10

3

0

4 R24125-130 5.0/5.0

2

1

0

0

10

8

10

10

12

921005.0/5.0R23120-125

5

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

3

3

5



SAMPLE DESCRIPTION

DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)


BORING LOG



G. SURF. EL.

CASING SIZE: HQ

DEPTH


14.31 feet

BORING NO. MW-60

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


NO

TES

IN SITU PROPERTIES

WEATHERINGHARDNESS

85°-90°

35°-55°

55°-85°WIDE/THICK

ATTITUDE

4-8

>30


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

NO. PER FT

(1) 0

CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

3

SH. 5 OF 7


PROJECT NO:

BPF

<2


VERY SOFT

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

0-4

4-10

10-30

ANGLE

0°-5°

5°-35°

WEATHERING


CLOSE/THIN

MOD CLOSE/MOD THICK








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:5. Drilling fluid return water changed color from light gray to dark gray at 166.5' - 167.0'.



Buchanan, NY



BORING NO. MW - 60

463381.26604585.60DATUM: NGVD 1929

5°-35°CLOSE/THIN


VERY SOFT

WEATHERING


SPACING/THICKNES ANGLE

0°-5°

>50

30-50 8-15

0-4

4-10

10-30 35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R33: Hard, fresh, fine grained, white to gray MARBLE with faint, very thin to thin, moderately dipping foliation: smooth, close to moderately close, moderately dipping slightly weathered joints/fractures;

173.9'-175.0': Hard to moderately hard, fresh, dark, gray talcaceous, quartz-mica-garnet SCHIST, with distinct, very thin to thin, moderately dipping foliations: smooth, very close, moderately dipping, slightly weathered joints/fractures; mylonized texture.

R29: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-horizontal to moderately dipping foliation, smooth, moderately close to wide, sub-horizontal to moderately dipping, slightly weathered joints/fractures.

R30: Hard, fresh, fine grained, white MARBLE with faint, very thin foliation: smooth, very close to moderately close, moderately dipping to sub-vertical, slightly to moderately weathered, joints/fractures.

155.4'-156.6': Fracture zone, smooth, very close to moderately close, moderately dipping to sub-vertical, slightly to moderately weathered, joints/fractures; slightly pitted.

R31: Hard, fresh, fine grained, white MARBLE with faint, very thin, moderate to sub-vertical foliation: smooth, close to wide, moderately dipping to sub-horizontal, slightly weathered joints/fractures;

SAMPLE DESCRIPTION

FZ

FZ

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

PROJECT NO:G. SURF. EL.

CASING SIZE: HQCASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06


SH. 6 OF 7

14.31 feet41.0017869.10

FZ

BORING LOG


DATEFOREMAN: Dave CarterDRILLING RIG MODEL: CME 55 Truck Rig

ATTITUDE

4-8

>30

2-4

NO. PER FT

(1) 0

(2) 1-2

(3) 2-10

COHESIVE SOILS

15-30

BPF

<2

DEPTH


NO

TES

BORING NO.

(4) 10-20

MW-60


DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)


IN SITU PROPERTIES

WEATHERINGHARDNESS


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

BLO

WS

/ 6 IN

CH


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

3

3

3

4

3

150-155R29 1005.0/5.0 8

8

10

8

15

100 0

0

0

1

0

3 R30155-160 5.0/5.0 100 76 20

2 15

3 10

3 8

3 8

4 R33170-175 5.0/5.0 100 78 8

6 8

6 8

5 10

4 12

100 8

10

8

100

8

10

8

6

1

1

1

0

0

0

0

9

5 R34175-180 5.0/4.5 90 56 20

R34: Hard, fresh, fine grained, dark gray talcaceous quartz-mica-garnet SCHIST, with distinct, very thin, discontinuous, moderately dipping, to subvertical, occasionally convoluted foliation: smooth, very close to moderately close, moderately dipping to vertical, slightly weathered joints/fractures; mylonized texture, with white to light gray, very thin lenses of quartz rich/calc-silicate.

20

20

12

5 4

5 2

6 8 6

10 8 0

3 R31160-165 5.0/5.0 1

3 0

3 0

4 0

3 0

4 R32165-170 5.0/5.0 100 90 10

R32: Hard to very soft, fresh to completely weathered, fine grained, white MARBLE with faint, very thin to thin, moderately dipping to subvertical foliation: smooth to rough, close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures;

166.2'-166.7': Clay GOUGE very soft, gray to tan, silty clay, with sub-vertical, distinct upper contact.

12 FZ

10

5 0

6 7

6 1

4 8 1

3 8 1








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:6. Vertical fracture between 182.5' and 183.7'.7. Waterloo multi-level sampling system installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.


Buchanan, NY

BORING NO. MW - 60

41.0017869.10463381.26


SPACING/THICKNES

End of boring at 200 feet.

R35: Hard, fresh, fine grained, dark gray talcaceous, quartz-mica-garnet SCHIST, distinct, very thin to thin, moderately dipping to sub-vertical, occationally convoluted, creuulate foliation: smooth, wide, sub-vertical, slightly weathered joints/fractures; micro-mylonized texture;.

R36: Hard, fresh, fine grained, dark gray talcaceous, quartz-mica-garnet SCHIST with, moderately close sub-horizontal to sub-vertical, slightly weathered mylonized joints/fractures.

604585.60DATUM: NGVD 1929



07

R38: Hard, fresh, fine grained, dark gray, talcaceous, quartz-mica-garnet SCHIST, with smooth, close to medium close, sub-horizontal to sub-vertical, slightly weathered joints/fractures; micro-mylonized texture;

6

8

8

17

17

078

1100 85.0/5.0 1008 R38 195-200

17

R37: Hard, fresh, fine grained, dark gray talcaceous, quartz-mica-garnet SCHIST, very thin, distinct, moderately dipping to sub-vertical foliation: smooth, wide, moderately dipping to sub-vertical slightly weathered joints/fractures;micro-mylonized texture.

8

12

2

0

11

0

11

1

9

1009 R37 190-195 5.0/5.0

0

7

0

1

1

0

100 7

6

6

8

7

10

6

10

7

10

100 100 8

8

1

8 R36 185-190 5.0/5.0

0

0

1

1

6

8

8

7

8

7

1001005.05.0R35 180-185

8

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

8

8

7



SAMPLE DESCRIPTION

DEP

TH (F

T)

CO

RIN

G (M

IN/F

T)


BORING LOG



G. SURF. EL.

CASING SIZE: HQ

DEPTH


14.31 feet

BORING NO. MW-60

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


NO

TES

IN SITU PROPERTIES

WEATHERINGHARDNESS

85°-90°

35°-55°

55°-85°WIDE/THICK

ATTITUDE

4-8

>30


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

NO. PER FT

(1) 0

CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

9

SH. 7 OF 7


PROJECT NO:

BPF

<2


VERY SOFT

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

0-4

4-10

10-30

ANGLE

0°-5°

5°-35°

WEATHERING


CLOSE/THIN

MOD CLOSE/MOD THICK








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

S1 7-9 7 - 3 5 24/12 102

2 -4

10 S2 9-11 14 - 13 27 24/6 147

14 - 15

S3 11-13 9 - 8 16 24/13 302

8 - 15

S4 13-15 13 - 16 27 24/11 199

15 11 - 8

S5 15-17 11 - 12 31 24/13 230

19 - 11

S6 17-19 10 - 12 30 24/11 479

18 - 12

20 S7 19-21 13 - 26 39 24/7 173

13 - 5

S8 21-23 5 - 4 9 24/4 189

4 - 5

S9 23-25 WH - 2 5 24/23 183

25 3 - 4

S10 25-27 1 - 2 4 24/24

2 - 3

S11 27-29 4 - 3 7 24/24

4 - 6

30 S12 29-31 2 - 3 9 24/10 26



HARDNOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 7 feet.2. Spun and washed 6-inch diameter (SW) casing from 7 to 37 feet.

S11: Medium stiff, gray, Silty CLAY, trace medium Gravel.

S7: Dense, fine to medium GRAVEL.

S10: Medium Stiff, gray CLAY and SILT, trace medium Gravel.

S3: Medium dense, fine to medium GRAVEL, some gray Clay and Silt.

S9: Loose, gray SILT and CLAY, trace medium Gravel.

S8: Stiff, gray CLAY and SILT, trace, fine to medium Gravel.

<2 VERY SOFT

NO. PER FT

(1) 0

HARDNESS

10-30

S12: Stiff, gray, Silty CLAY.

0-4

4-10

WEATHERINGBPF

PROJECT NO: 41.0017869.10

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

SAMPLER HAMMER: 140 lbs AutomaticDRILLING RIG MODEL: CME 55 Truck Rig

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

Wide

HARDNESS

IN SITU PROPERTIES

WEATHERING

5°-35°

ANGLE ATTITUDE

4-8

>30

DEPTH CASING


G. SURF. EL.

NO

TES

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED



Very close 0°-5°

SPACING/THICKNES

85°-90°

2-4

15-30 Very Wide

35°-55°

55°-85°

Mod Close

Close

BORING NO. MW-61

CASING SIZE: 6-inch diameter (SW)CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

BORING LOG

ENGINEER: A. Hough/M. Ponti


SH. 1 OF 8

BORING NO. MW - 61


DEP

TH (F

T)

S2: Medium dense, fine to medium GRAVEL, some fine to coarse brown Sand, trace Silt.

GRANULAR SOILS

S4: Medium dense, fine to medium GRAVEL, trace fine to coarse brown Sand.

S5: Dense, fine to medium GRAVEL, some gray fine to coarse Sand, trace Silt.

S6: Dense, fine to medium GRAVEL, some gray fine to coarse Sand, trace Silt.


C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

S1:Loose, fine to medium GRAVEL, some fine to medium brown Sand, trace Silt.

1

2



Buchanan, NY

FOREMAN: Paul GaddisBORING CO.: Aquifer Drilling and Testing





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

6 - 13

S13 31-33 5 - 4 8 24/24

4 - 5

S14 33-35 5 - 4 9 24/11 74

35 5 - 16

S1535.0-36.7 34 - 14 24 24/24

10 - 15

S1637.0-38.8 3 - 10 23 23/12 110

13 - 100/5"

40

45

10 R1 46-51 5.0/4.7 94 0 2 FZ 2

15 3 FZ 8

10 2 FZ 6

50 11 2 FZ 6

15 3 FZ 7

5 R2 51-56 5.0/5.0 100 22 1 FZ 7

14 4 FZ 12

18 6 FZ 12

55 22 6 FZ 0

11 3 FZ 12

5 R3 56-61 5.0/5.0 100 0 3 FZ 12

5 3 FZ 12

5 3 FZ 12

60 9 6 FZ 12



HARDNOTES:

3. Top of bedrock at approximately 39 feet.4. Little resistance with rollerbit. Bedrock weathered from approximately 39 and 46 feet. Spun and washed casing to 46 feet. Casing/rock interface sealed with grout.

R1: 46.0'-46.7': Portland cement grout and drill cuttings.

46.7'-51.0': Hard, fresh to slightly weathered, fine grained, light gray MARBLE, no apparent foliation; smooth to rough, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.

0-4

4-10

10-30

WEATHERINGBPF

<2


GRANULAR SOILS



ATTITUDE

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-8

Very Wide

35°-55°

55°-85°

Mod Close

85°-90°

Wide

Very close

Close

0°-5°

5°-35°

PROJECT NO:

HARDNESS

IN SITU PROPERTIES

WEATHERING

S13: Medium stiff, gray, Silty CLAY, trace medium Gravel.

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SH. 2 OF 8

DRILLING RIG MODEL: CME 55 Truck RigSAMPLER HAMMER: 140 lbs Automatic

>30

VERY SOFT


G. SURF. EL.

NO

TES

DEPTH CASINGCASING SIZE: 6-inch diameter (SW)CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

BORING NO. MW-61

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

BORING LOG



FOREMAN: Paul Gaddis

BORING NO. MW - 61


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

N

VAL

UE

S14: Very stiff, gray, Silty CLAY, some medium Gravel.


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAMPLE DESCRIPTION

S15: Top 11": Very Stiff Gray Silty CLAY, some fine to medium Gravel.Bottom 13": Fine to medium GRAVEL, some Gray Silty CLAY.

RQ

D (%

)

S16: Very stiff, fine to medium GRAVEL, some gray Silty CLAY. Rock in tip.

TOTA

L C

OR

E R

EC (%

)

4

3

R3: Fracture zone 56'-62': Hard, fresh to slightly weathered, fine grained, gray MARBLE, no apparent foliation; smooth to rough, very close to close, horizontal to vertical, iron-oxide stained joints/fractures.

R2: Hard, fresh to slightly weathered, fine grained, gray MARBLE, no apparent foliation; smooth to rough, very close to close, horizontal to vertical, iron ozide stained joints/fractures.46.5'-54.0' and 55.6'-56.0': Fracture zone, smooth to rough, close, horizontal to vertical, iron-oxide stained joints/fractures.



Buchanan, NY

STABILIZATION TIMEBORING CO.: Aquifer Drilling and Testing







Reviewed by: M.A. Ponti, Jr. - D. Schipper41.0017869.10 COORDINATES:

NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

15 8 FZ 12

9 R4 61-66 5.0/5.0 100 66 2 FZ 12

10 2 7

9 2 1

65 9 2 2

10 2 2

8 R5 66-71 5.0/5.0 100 60 2 2

7 2 FZ 9

9 2 FZ 10

70 9 2 1

10 2 3

6 R6 71-76 5.0/5.0 100 46 2 2

6 2 FZ 10

5 2 FZ 1

75 6 2 FZ 12

5 2 3

5 R7 76-81 5.0/5.0 100 72 2 0

6 2 0

5 2 0

80 7 2 FZ 4

7 2 FZ 8

5 R8 81-86 5.0/5.0 100 94 2 FZ 3

6 3 FZ 2

5 3 0

85 6 3 1

5 2 FZ 0

4 R9 86-91 5.0/5.0 100 64 3 FZ 3

5 3 FZ 5

5 3 FZ 3

90 4 3 0



HARDNOTES:

ATTITUDE

10-30

WEATHERINGBPF

<2

HARDNESS

0-4

4-10

35°-55°

55°-85°

Mod Close



0°-5°

5°-35°

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SH. 3 OF 8


>30

VERY SOFT

CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30>50

30-50 8-15

4-8


MW-61

BORING LOG




BORING NO. MW - 61


Very close

Close

Very Wide

R5: Hard, fresh, fine grained, gray MARBLE, no apparent foliation; smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-xide stained joints/fractures.

67'-69': Fracture Zone: Smooth to rough, very close to close, subvertical, iron-oxide stained, joints/fractures.

NO. PER FT

(1) 0

(2) 1-2

(3) 3-10

(4) 11-20 Wide

BORING NO.

85°-90°




G. SURF. EL.

DEPTH

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

DATE END :

R4: Hard, fresh, fine grained, gray MARBLE, no apparent foliation; smooth to rough, sub-horizontal to sub-vertical, very close to close, iron-oxide stained joints/fractures.



IN SITU PROPERTIES

WEATHERING



R9: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation; smooth, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R8: Hard fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation; smooth to rough, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures. 86.0'-88.5': Fracture zone: rough to smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R7: Hard, fresh, fine grained, gray MARBLE, with faint very thin, sub-vertical foliation: rough to smooth, very close to moderately close, horizontal to vertical, iron-oxide stained joints/fractures. 79.3'-83.0': Fracture zone: Smooth to rough, very close to close, horizontal to vertical, iron-oxide stained jonts/fractures.

R6: Hard, fresh, fine grained, gray MARBLE, no apparent foliation; smooth ro rough, very close to close, sub-horizontal to vertical, iron-xide stained joints/fractures.72.0'-75.6': Fractrured zone: smooth to rough, very close to close, sub-horizontal to vertical, iron-oxide stained, joints/fractures.

HARDNESS

NO

TES








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

6 3 6

5 R10 91-96 5.0/5.0 100 92 1

5 FZ 2

4 FZ 1

95 5 0

4 0

5 R11 96-101 5.0/5.0 100 100 1

5 0

6 0

100 5 0

5 0

5 R12101-106 5.0/5.0 100 100 0

5 0

5 0

105 5 1

5 0

4 R13106-111 5.0/5.0 100 100 0

5 0

5 0

110 4 0

5 0

5 R14111-116 5.0/5.0 100 100 0

5 0

6 0

115 5 0

5 0

5 R15116-121 5.0/5.0 100 96 0

5 0

5 2

120 5 2



HARDNOTES:


C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION


HARDNESS

IN SITU PROPERTIES

BORING LOG





85°-90°Very Wide

BORING NO. MW-61


2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

DATE END :

WEATHERING


DEPTH CASING

>30

VERY SOFT

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

R11: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, widely spaced, sub-vertical, iron-oxide stained joints/fractures.

R12: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: one, smooth, widely spaced, sub-vertical, iron-oxide stained joints/fractures.


R10: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation; smooth to rough, close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; trace pitted texture along healed, calcified joints/fractures. 92.5'-93.7': Fractured zone: rough, very close to close, sub-vertical, iron-oxide stained joints/fractures.

(3) 3-10

(4) 11-20

SH. 4 OF 8


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

STABILIZATION TIME


SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

>50

30-50 8-15

BLO

WS

/ 6 IN

CH

DEP

TH (F

T)

4-8

0-4

4-10

10-30

<2

(2) 1-2

35°-55°

55°-85°

Mod Close

Wide

Very close

ATTITUDE

Close

0°-5°

5°-35°


GRANULAR SOILS



WEATHERINGBPF


R15: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, su-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.


Buchanan, NY

BORING NO. MW - 61









NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5 0

4 R16121-126 5.0/5.0 100 88 0

5 2

4 1

125 4 0

4 0

4 R17126-131 5.0/5.0 100 100 0

3 0

3 0

130 3 0

4 0

3 R18131-136 5.0/5.0 100 100 0

3 0

4 0

135 3 0

3 1

4 R19136-141 5.0/0.2 4 0 3 NA

4 3 NA

5 3 NA

140 5 3 NA

5 3 NA

4 R20141-146

5.0/0.85 17 0 3 1

5 3 NA

5 3 NA

145 5 3 NA

6 3 NA

5 R21146-151 5.0/0 0 NA 3 NA

5 3 NA

4 3 NA

150 5 3 NA



HARDNOTES:5. Return water was thick, white and foamy.

GRANULAR SOILS

R20: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: rough, close, sub-horizontal, iron-oxide stained joints/fractures.

R21: No Recovery

R19: Hard, fresh, fine grained, gray MARBLE with faint very thin, sub-vertical foliation:

136'-223': Fracture zone: Fault breccia, with clay gouge

COHESIVE SOILS

10-30

WEATHERINGBPF

<2

HARDNESS

VERY SOFT0-4

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10 2-4

15-30

CASING HAMMER: N.A.

DEP

TH (F

T)

SAM

PLE

/ CO

RE

NO

.

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

HARDNESS

IN SITU PROPERTIES

SH. 5 OF 8


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

ATTITUDE

4-8

>30

DEPTH CASING

BORING NO. MW-61

85°-90°

0°-5°

5°-35°


Very close (1) 0

ROCK CORE CHARACTERISTICSNO. PER FT ANGLESPACING/THICKNES

Wide

Mod Close

Close

55°-85°

35°-55°

BORING LOG



FOREMAN: Paul GaddisCASING SIZE: 6-inch diameter (SW)

STABILIZATION TIME

Very Wide


5

C

OR

ING

(MIN

/FT)

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

R16: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation; smooth, close, moderately dipping to sub-vertical, slightely weathered, iron-oxide stained joints/fractures.



DATE END : DATE START: 9/6/06

WEATHERING




NO

TES


Buchanan, NY

BORING NO. MW - 61









NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

4 R22151-156 5.0/0 0 NA

4

8

155 5

6

3 R23156-161 5.0/0 0 NA

4

4

160 5

4

4 R24161-166 5.0/0 0 NA

5

5

165 6

6

S17166.0-166.4 100/5" 5/5 100 NA

7

7

170.5 8

9

5 R26171.5-176.5 5.0/0 0 NA

5

10

175.5 10

10

6 R27176.5-181.5 5.0/0 0 NA

6

9

180.5 8



HARDNOTES:6. Return water is white, thick and foamy. Driller decreased spinning speed.7. Borehole was advanced with 300 to 400 psi downward pressure for R24-R29.8. Split spoon sample was taken from 166.0'-166.5'.9. Return water is thick and gray for R26 and R27.

7

8N

OTE

S

6


BORING LOG





BORING NO. MW-61

2-4

(4) 11-20

Mod Close

Wide

Very Wide

4-8

C

OR

ING

(MIN

/FT)

(2) 1-2

(3) 3-10

8-15

R24: No Recovery

R23: No Recovery

R22: No Recovery

S17: Fractured zone: Severly to completely weathered, very close to close, horizontal to vertical, clay coated joints/fractures. Fault breccia.

0-4

4-10


HARDNESS

IN SITU PROPERTIES

>30

GRANULAR SOILS

WEATHERINGBPF

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

DATE END : CASING HAMMER: N.A.

SAM

PLE

/ CO

RE

NO

.

7R25: Hard, fresh, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close, horizontal to vertical joints/fractures.

R26: No Recovery

R25166.5-171.5 NA05.0/0.3

SH. 6 OF 8

PROJECT NO:

BORING NO. MW - 61Indian Point Energy CenterEntergy Nuclear Northeast

WEATHERING



FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAMPLE DESCRIPTION


Close 5°-35°

ANGLESPACING/THICKNES ATTITUDE

35°-55°

>50

55°-85°

15-30

10-30

30-50

85°-90°

<2

HARDNESS

VERY SOFT 0°-5°Very close

NO. PER FT

(1) 0


R27: No Recovery9



N

VAL

UE


SAM

PLE

DEP

TH (F

T)


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

DEP

TH (F

T)








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

11 3

8 R28181.5-186.5 5.0/0 0 NA 2

8 2

8 2

185.5 10 2

11 2

9 R29186.5-191.5 5.0/0 0 NA 4

6 3

7 3

190.5 7 3

6 3

7 R30191.5-196.5 5.0/0 0 NA 4

6 4

6 4

195.5 5 4

5 4

S18196.5-197.7 14 - 37 NA 14/10 NA

100/2"

8 R31197.7-200.3 4

4

200 4

S19200.3-201.0

39100/2" NA 8/3 NA

R32 201-206 5.0/1.5 30 0 6

6

6

205 6

6

R33206 - 211 5.0/0 0 0 5

5

5

210 5



HARDNOTES:

BPF

<2

85°-90°>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15


STABILIZATION TIME

PROJECT NO:

CASINGRefer to Table 6.1 for Groundwater DataCASING SIZE: 6-inch diameter (SW)


35°-55°

55°-85°

Mod Close

Wide

ANGLEHARDNESS

SH. 7 OF 8


VERY SOFT

DATE START: 9/6/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

R29: No Recovery


4-10

10-30

SPACING/THICKNES ATTITUDE

4-8

>30

HARDNESS

IN SITU PROPERTIES

WEATHERING

CASING HAMMER: N.A.

2-4

COHESIVE SOILS

15-30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

0-4

MW-61

NO. PER FT

(1) 0

Very Wide

Close

BORING NO.

0°-5°

5°-35°

Very close

WEATHERING

BORING LOG





G. SURF. EL.

DEPTH

R32: Fracture zone: hard, fresh, fine grained, gray MARBLE with no apparent foliation: rough to smooth, very close to close, vertical to horizontal joints/fractures.


R31: No Recovery



R33: No recovery.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

R30: No Recovery

NO

TES

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

R28: No Recovery

Buchanan, NY

BORING NO. MW - 61









NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

6

2 R34 211-216 5.0/0 0 NA

2

3

215 3

3

4 R35 216-221 5.0/0 0 NA

6

6

220 7

3

S20221.0-222.8 12 - 38 124

1.75/0.42 24 NA

86 - 100/3"

225

230

235

240



HARDNOTES:

10. No equipment installed. Borehole backfilled with grout.

SAMPLE DESCRIPTION

R35: No Recovery.

10Bottom of Boring at 223 feet

Close

BORING NO.

55°-85°

Mod Close

Wide

5°-35°

35°-55°

BORING LOG



FOREMAN: Paul GaddisCASING SIZE: 6-inch diameter (SW)

G. SURF. EL.

DEPTH

SH. 8 OF 8


MW-61

ATTITUDE

4-8



Very close

SPACING/THICKNES

R34: No Recovery.

Very Wide

DATE END : CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) core barrel

>30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

2-4

COHESIVE SOILS

0-4

15-30


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

RQ

D (%

)

N

VAL

UE

IN SITU PROPERTIES

WEATHERING


DATE START: 9/6/06


STABILIZATION TIME

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


NO

TES

WEATHERINGBPF

<2

ANGLEHARDNESS

VERY SOFT

NO. PER FT

(1) 0 0°-5°

85°-90°>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

BORING NO. MW - 61

PROJECT NO:

HARDNESS



Buchanan, NY

BORING CO.: Aquifer Drilling and TestingCASING








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

2

3

4

5

6

7

8 S1 7-9 6 - 5 10 24/9 35

9 5 - 5

10 S2 9-11 4 - 5 11 24/12 50

11 6 - 5

12 S3 11-13 22 - 33 45 24/13 55

13 12 - 7

14 S4 13-15 4 - 20 40 24/7 30 180

15 20 - 11

16 S5 15-17 1 - 2 10 24/16 65 233

17 8 - 10

18 S6 17-19 4 - 6 8 24/7 30

19 2 - 2

20 S7 19-21 2 - 1 2 24/4 15 63

21 1 - 3

22 S8 21-23 1 - 1 2 24/4 15

23 1 - 2

24 S9 23-25 1 - 1 2 24/21 85 40

25 1 - 1

26 S10 25-27 2 - 1 2 24/17 70

27 1 - 1

28 S11 27-29 2 - 2 3 24/16 65 53

29 1 - 2

30 S12 29-31 2 - 2 4 24/16 65


VERY LOOSE VERY SOFT 1 1 COMPLETE <2" VERY CLOSE/VERY THIN HORIZONTALLOOSE SOFT 2 MEDIUM 2 SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTALMEDIUM DENSE M. STIFF 3 MODERATELY HARD 3 MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPINGDENSE STIFF 4 HARD 4 SLIGHT 3'-10' WIDE/THICK SUB-VERTICALVERY DENSE V.STIFF 5 VERY HARD 5 FRESH >10' VERY WIDE/VERY THICK VERTICAL

HARDNOTES:1. Performed 8-inch diameter vacuum excavation from 0 to 7 feet.2. Spun and washed 6-inch diameter (SW) casing to sampling depths from 7 to 37 feet.3. Soil samples S1 and S2 obtained using a 2" diameter split spoon sampler; soil samples S3-S16 obtained using a 3" diameter split spoon sampler4. Stratum change at 19.0'

3

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

2S1: Medium dense, brown, fine to coarse SAND, trace Gravel, trace Silt.

1


DEP

TH (F

T)

S2: Medium dense, brown-gray, fine to coarse SAND, little Silt, trace Gravel.

GRANULAR SOILS

S4: Dense, brown-gray, fine to coarse SAND, trace Gravel, trace Silt.

S5: Medium dense, brown-gray, fine to coarse SAND, trace Gravel, trace Silt.

S6: Loose, brown-gray, fine to coarse GRAVEL and SAND, trace Silt.

C

OR

ING

(MIN

/FT)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

FOREMAN: Paul GaddisBORING CO.: Aquifer Drilling and TestingDRILLING RIG MODEL: CME 550 Truck Rig


PRELIMINARY BORING LOG

14.69 feet

SH. 1 OF 7

463086.79604350.80

BORING NO. MW-62

15-30

NO. PER FT

(1) 0


G. SURF. EL.

DEPTH CASINGCASING SIZE: 6-inch diameter (SW)CASING HAMMER: 300 lbs Automatic

ATTITUDE

4-8

>30

DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

S11: Soft, gray SILT and CLAY, trace shell fragments, trace organic fibers, trace gravel.

S10: Soft, gray SILT and CLAY, trace shell fragments, trace organic fibers.


35°-55°

55°-85°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

85°-90°

0°-5°

5°-35°


VERY SOFT



S12: Soft, gray SILT and CLAY, trace shells.

0-4

4-10

10-30

WEATHERINGBPF

<2

2-4

COHESIVE SOILS

S9: Soft, gray, Clayey SILT, trace shell fragments, trace organic fibers.

S8: Soft, gray Clayey SILT, trace Organic Fibers.

S7: Soft, gray clayey SILT, trace fine to medium Sand, trace fine Gravel, trace organic fibers.

BORING NO. MW - 62

S3: Dense, brown-gray, fine to coarse SAND, little Silt, trace Gravel.

4

HARDNESS

IN SITU PROPERTIES

WEATHERING

PROJECT NO:

STABILIZATION TIME





ENGINEER: Maurice Ponti/Windell Barry






1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

31 2 - 3

32 S13 31-33 1 - 3 10 24/18 75

33 7 - 14

34 S14 33-35 14 - 27 52 24/21 90 22

35 25 - 25

36 S1535.0-36.7 3 - 29 118 NR

3789 -

130/3"

38 S1637.0-37.7

67 - 100/2" -- 14/0 0 110

39

40

41

42

43

44

45 3 R1 44-49 5.0/4.8 95 36 5 FZ 10

46 3 3 FZ 9

47 3 3 FZ 7

48 3 3 3

49 3 5 4

50 4 R2 49-54 5.0/5.0 100 8 3 1

51 4 2 FZ 5

52 4 2 FZ 3

53 4 2 FZ 5

54 4 2 FZ 13

55 4 R3 54-59 5.0/5.0 100 60 2 FZ 8

56 4 1 FZ 10

57 4 1 FZ 4

58 4 2 0

59 4 1 4

60 4 R4 59-64 5.0/4.9 97 88 2 0



HARDNOTES:5. Stratum change at approximately 33.0'.6. Split spoon refusal at 36.7'.7. Rods and spoon bouncing while sampling for sample S16. Top of bedrock encountered at approximately 37 feet.8. Casing set into bedrock between approximately 37' and 41'.

S13: Top 14": Gray SILT and CLAY, trace shells;Bottom 4": Gray SILT and CLAY some fine to coarse Sand, little Gravel.

SAMPLE DESCRIPTION

S16: No recovery 7

S15: Very dense, fine to coarse GRAVEL (fractured rock), little fine to coarse Sand, little Silt.Top of Bedrock at approximately 37 feet

S14: Very dense, gray, fine to medium SAND and fine to coarse GRAVEL, little Silt.

R1: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: slightly to moderately rough, very close to close, moderately dipping to vertical, slightly weathered joints/fractures.44.0'-47' : Fracture zone: slightly to moderately rough, very close to close, moderately dipping to vertrical, slightly weathered joints/fractures.

6

8

R2: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, moderately dipping to sub-vertical, slightly weathered iron-oxide stained joints/fractures.50.5'-56.2': Fracture zone: rough to smooth; very close to close moderately dipping to sub-vertical, slightly weathered iron-oxide stained joints/fractures.

R3: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, moderately dipping to sub-vertical, sandy, slightly weathered, slightly iron-oxide stained joints/fractures.

DEP

TH (F

T)

GRANULAR SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

5

PRELIMINARY BORING LOG




14.69 feet

BORING CO.: Aquifer Drilling and TestingSTABILIZATION TIME

SH. 2 OF 7

5°-35°

35°-55°

55°-85°

BORING NO. MW-62

85°-90°



VERY SOFT 0°-5°

HARDNESS ATTITUDEWEATHERING NO. PER FT

(1) 0

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


DATE START: 8/17/06

NO

TES

DEPTH CASINGCASING SIZE: 6-inch diameter (SW)

4-8

>30


(2) 1-2

(3) 3-10


2-4

CASING HAMMER: 300 lbs Automatic

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

>50

30-50 8-15

10-30

15-30

(4) 11-20

0-4

4-10

COHESIVE SOILS

BPF

<2


BORING NO. MW - 62

HARDNESS

IN SITU PROPERTIES

WEATHERING


Buchanan, NY 463086.79604350.80









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:


604350.80DATUM: NGVD 1929

GROUND WATER READINGSCASING STABILIZATION TIMEDEPTH


IN SITU PROPERTIES

HARDNESS WEATHERING

3

5

76 5100

7

80 4 R8 79-84 5.0/5.0

1

79 4

0

78 4 3

6

77 4

FZ

5

76 3

FZ

10

75 4 R7 74-79 5.0/5.0 100 64

FZ

4

74 6

1

73 6

5

72 5.5

FZ

1

71 5

73 55.0/5.0 10090 4 R10 89-104

05

0

89 4

0

88 4

5

2

87 5

5

R9: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, very close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

86 4

1

0

6

2

FZ

FZ

4

5

10

7

2

10

100 96 4

4

5

4

4

3

5

85 4 R10 84-89 5.0/5.0

4

84 4

5

83 5

5

82 4

100 60 5

81 4

4

70 4 R6 69-74 5.0/5.0

4

69 5

4

68 5

4

67 5

1

66 4

2

1

2

3

20

3

3

4

3

45.0/5.0 100

5

4 R5 64-69



SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

61

62

63

64

BORING LOG


DATEFOREMAN: Paul Gaddis

G. SURF. EL.


35°-55°

55°-85°

85°-90°

BORING NO. MW-62

CASING SIZE: 6-inch diameter (SW)CASING HAMMER: 300 lbs Automatic

2-4

COHESIVE SOILS

5

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

65

4

5

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


NO

TES

ANGLE

0°-5°

5°-35°

SPACING/THICKNESS ATTITUDE

4-8

>30

15-30

VERY SOFT

DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

NO. PER FT

SAMPLE DESCRIPTION

5

3

4

R4: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: smooth to rough, very close, moderately dipping to sub-vertical, secondary, pyrite and calcite crystals, iron-oxide stained joints/fractures.63.5'-65.8': Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: very close to moderately close, sub-vertical, pitted, slightly weathered, iron-oxide stained joints/fractures.

WEATHERING

SH. 3 OF 7


PROJECT NO:

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30

(1) 00-4

R5: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: very close to moderately close, sub-vertical, pitted, slightly weathered, iron-oxide stained joints/fractures;66.9'-70.6': Fracture Zone, smooth, very close, sub-vertical, iron-oxide stained joints/fractures.

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, very close to moderately close joints/fractures;

72.7'-75.5': Fracture zone, smooth, very close, moderately close to sub-vertical, iron-oxide stained joints/fractures.

R7: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation, very close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

R8: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, moderately dipping to sub-vertical, joints/fractures;

81.6'-82.9': Fracture zone, smooth, very close, sub-vertical, iron-oxide stained joints/fractures.

BPF

<2



Buchanan, NY

BORING NO. MW - 62

41.0017869.1014.69 feet 463086.79








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30

5°-35°

HARDNESS NO. PER FT

(1) 0 0°-5°

91

5

VERY SOFT

WEATHERING


94

95

92

93

GRANULAR SOILS

SH. 4 OF 7


ATTITUDE

4-8

>30

85°-90°


55°-85°

MW-62

BPF

35°-55°

BORING NO.


NO

TES


2-4

COHESIVE SOILS

15-30

4

0-4 <2

BORING LOG




41.0017869.1014.69 feet

DATUM: NGVD 1929G. SURF. EL. 463086.79


DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

PROJECT NO:

TOTA

L C

OR

E R

EC (%

)


SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

RQ

D (%

)

N

VAL

UE

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

DATE END :

5

BLO

WS

/ 6 IN

CH

SAM

PLE

DEP

TH (F

T)

5

5 R11 94-99 5.0/5.0

100

100

5.0/5.0

80

6

6

6

5

5

73 2

2

7

0

2

96 4 6

97 5 5

98 5 5

99 5 5

100 4 R12 99-104 5.0/5.0 100 98 5

111 4 4

112 5 4

113 4 4

114 4

5.0/5.0 100115 4 R15114-119 100 4

6

5

5

4

2

4

1

2

0

0

0

0

1

0

116 5 0

117 4 4 0

118 4 0

119 5 4

R15: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: no apparent joints/fractures; healed breccia.

4

4

0

120 4 R16119-124 92 45.0/5.0 100 0

101 3 0

102 3

103 3

2

1

104 3 5 1

105 4 R13104-109 100 45.0/5.0 100 1

106 4 4 0

107 4 4 1

108 4 5 1

109 4 0

110 4 R14109-114 5.0/5.0 100 100 4

4

1

R10: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: smooth, very close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

93.2':Sub-vertical joint/fracture, slightly weathered, iron-oxide stained.

IN SITU PROPERTIES

HARDNESS WEATHERING

604350.80



R11: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: smooth to rough, very close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R12: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: smooth, very close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R13: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: rough, close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R14: Hard, fresh, fine grained, gray MARBLE with faint to distinct, very thin, sub-vertical foliation: rough, close to moderately close, moderaetly dipping to sub-vertical slightly weathered joints/fractures; healed breccia.


Buchanan, NY

BORING NO. MW - 62








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:


604350.80DATUM: NGVD 1929



R16: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close, moderately dipping, slightly weathered, calcite mineralized joints/fractures; healed breccia.

IN SITU PROPERTIES

HARDNESS WEATHERING

1

3

100 25.0/5.0 100140 3 R20139-144

0

0

139 3

1

138 4 3

0

137 3

0

136 3

0

135 3 R19134-139 5.0/5.0 100 100

0

134 3

0

133 3

0

132 3

0

131 3

100 25.0/5.0 100150 3 R22149-154

01

0

149 3

2148 4

01

0

147 3

2146 3

0

0

0

0

0

0

1

0

1

0

100 100 2

3

4

3

3

3

2

145 3 R21144-149 5.0/5.0

2

144 3

2

143 3

3

142 4

100 100 3

141 3

4

130 3 R18129-134 5.0/5.0

4

129 3

4

128 3

4

127 3

0

126 4

0

0

1

1

100

4

4

4

4

45.0/5.0 100

4

3 R17124-129



SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

121

122

123

124

BORING LOG



G. SURF. EL.


35°-55°

55°-85°

85°-90°

BORING NO. MW-62


2-4

COHESIVE SOILS

4

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

125

5

4

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


NO

TES


0°-5°

ATTITUDE

4-8

>30

DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

NO. PER FTHARDNESS

SAMPLE DESCRIPTION

3

3

SH. 5 OF 7


PROJECT NO:

VERY SOFT

WEATHERING

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30

15-30

5°-35°

(1) 00-4

R17: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, moderately dipping to sub-horizontal, pyrite mineralized, iron-oxide stained joints/fractures; trace pitted texture along calcite mineralized joints/fractures;128.8': Discontinuous vug 1/8" wide, 1/4" deep, 1" long.

R18: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures; occasional pitted texture along calcite mineralized joint/fracture.

R19: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: very close, horizontal, slightly weathered joint/fracture.

R20: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough, moderately close, moderately dipping, pyrite mineralized, slightly weathered joints/fractures.

R21: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: and no apparent joints/fractures.

BPF

<2


Buchanan, NY

BORING NO. MW - 62

41.0017869.1014.69 feet 463086.79








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

(1) 00-4 0°-5°

5°-35°

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30


VERY SOFT

WEATHERINGBPF

<2

PROJECT NO:

RQ

D (%

)

N

VAL

UE

BORING CO.: Aquifer Drilling and TestingBL

OW

S / 6

INC

H

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

NO. PER FT

SH. 6 OF 7


ATTITUDE

4-8

>30

85°-90°


35°-55°

55°-85°

NO

TES


2-4

COHESIVE SOILS

15-30

4

DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

BORING LOG



G. SURF. EL.

BORING NO. MW-62


SAMPLE DESCRIPTION

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)



SAM

PLE

DEP

TH (F

T)

151

154

155

3

4

3

3

152

153

R23154-159 5.0/5.0 100 100

2

1

2

2

2

1

0

1

0

0

156 3 2

157 3 3

158 3 2

159 4 3

160 3 R24159-164 5.0/5.0 100 100 3

171 4 2

172 3 3

173 3 2

174 3

5.0/5.0 100175 3 R27174-179 96 3

2

3

2

2

0

1

0

0

0

0

0

0

0

2

176 4 0

177 3 2 1

178 4 2

179 3 2

R27: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, slightly weathered joints/fractures.

2

2

0

180 4 R28179-184 98 25.0/5.0 100 0

161 4 2

162 3

163 3

0

0

164 4 3 0

165 4 R25164-169 100 25.0/5.0 100 0

166 3 3 0

167 3 2 0

168 3 2 0

169 3 0

170 3 R26169-174 5.0/5.0 100 100 2

3

0

R22: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, widely spaced, sub-vertical, slightly weathered joints/fractures; healed breccia.

IN SITU PROPERTIES

HARDNESS WEATHERING


14.69 feet 463086.79604350.80DATUM: NGVD 1929



R23: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, widely spaced, sub-vertical, slightly weathered joint/fracture; occasional slightly pitted texture.

R24: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close, sub-vertical, slightly weathered joints/fractures.

R25: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures



Buchanan, NY

BORING NO. MW - 62

41.0017869.10








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:

9. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details). Monitoring wells installed within the overburden soils adjacent to MW-62 (refer to installation log for details).


DATUM: NGVD 1929



R28: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough, very close, sub-vertical, slightly weathered joints/fractures.

IN SITU PROPERTIES

HARDNESS WEATHERING

0

2

100 12.0/2.0 100200 3 R32199-201

2199 5

3

2

198 5 1

2

0

197 4

1

0

196 4

0

195 4 R31194-199 5.0/5.0 100 100

0

194 3

1

193 3

0

192 4

191 3

210

209

208

207

206

9

0

2

3

1

1

0

2

2

1

2

2

205

204

203

2

202

100 100 1

201 3

2

190 3 R30189-194 5.0/5.0

2

189 4

1

188 3

2

187 4

0

186 3

2

0

0

0

100

2

1

2

1

2

4

3 5.0/5.0 100


183

184

185

3

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

RQ

D (%

)

N

VAL

UE

TOTA

L C

OR

E R

EC (%

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

BORING LOG



G. SURF. EL.


41.0017869.1014.69 feet 463086.79

604350.80


2-4

COHESIVE SOILS

3

4


GRANULAR SOILS

181

182

85°-90°


0°-5°

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

NO

TES

BORING NO. MW-62

BPF

15-30

ATTITUDE

4-8

HARDNESS

VERY SOFT

WEATHERING

5°-35°

End of Boring 201 feet

>30

35°-55°

55°-85°

DATE END :

SAMPLE DESCRIPTION


SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

<2


PROJECT NO:

DATE START: 8/17/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

NO. PER FT

(1) 00-4

SH. 7 OF 7


BLO

WS

/ 6 IN

CH

R29184-189

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

4-10

10-30

R29: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, very close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R30: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough, wide, moderately dipping, slightly weathered joint/fracture.

R31: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: rough, very close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures; trace slightly pitted texture



Buchanan, NY

BORING NO. MW - 62








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

S1 8-10 2 - 2 7 24/8 77

10 5 - 7

S210.0-11.5 7 - 8 18 18/9 176

10

S3 12-14 8 - 7 13 24/11 129

6 -13

15 S4 14-16 9 - 8 14 24/9 133

6 - 6

S5 16-18 4 - 2 4 24/9

2 - 2

S6 18-20 2 - 2 5 24/7 212

20 3 - 3

S7 20-22 WH - 2 4 24/24 81

2 - 2

S8 22-24 2 - 2 5 24/24 48

3 - 2

25 S9 24-26 WH - WH 2 24/24

2 - 2

S10 26-28 1 - 3 2 24/8

1 - 2

S11 28-30 4 - 12 42 24/12 73

30 30 - 46



HARDNOTES:1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet.2. Spun or drove and washed 4-inch diameter (HW) casing to sampling depths from 8 to 34 feet.

S5: Very loose brown-gray GRAVEL, little Sand, trace Silt.

S6: Medium stiff, brown-gray Clayey SILT, medium GRAVEL.

S1: Loose, brown-gray, fine to medium GRAVEL and fine to coarse SAND, little Silt.

S2: Medium dense, brown-gray, fine to medium GRAVEL, some fine to coarse Sand, trace Silt, Brick and Metal.

S3: Medium dense, brown-gray, fine to medium GRAVEL and fine to coarse SAND, trace Silt.

S4: Medium dense, brown-gray, fine to medium GRAVEL, little fine to coarse Sand, trace Silt.

1

2


Frac

ture

Zon

e

O

bser

ved

SAMPLE DESCRIPTION

85°-90°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

0°-5°

5°-35°

>30

BORING NO. MW-63

COHESIVE SOILS

15-30

NO. PER FT

(1) 0


ATTITUDE

WIDE/THICK


35°-55°

G. SURF. EL.

NO

TES

14.18 feet

CASING

HARDNESS

DATE END :

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

RQ

D (%

)

N

VAL

UE

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)CASING HAMMER: 300 lbs AutomaticROCK CORE: HQ core barrel

TOTA

L C

OR

E R

EC (%

)

DEP

TH (F

T)

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SH.1 of 7 BORING LOG

PROJECT NO:Indian Point Energy Center

BORING NO. MW - 63

DRILL RIG MODEL: CME 550 Truck RigSAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut

DATE START: 8/30/06

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

2-4


S8: Medium stiff, gray CLAY and SILT, trace Sand.

S9: Soft, gray Clayey SILT, trace Gravel and Sand.

0-4

4-8


GRANULAR SOILS ROCK CORE CHARACTERISTICSWEATHERINGBPF

<2

HARDNESS

VERY SOFT

S11: Hard, gray SILT and CLAY, trace Sand.

S7: Medium stiff, gray CLAY and SILT.

S10: Soft, gray, CLAY and SILT, trace Gravel.

IN SITU PROPERTIES

WEATHERING


ENGINEER: Windell Barry

GROUND WATER READINGSSTABILIZATION TIME





DEPTH

462968.86604252.14

FOREMAN: Paul Gaddis DATE





NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

S12 30-32 16 - 43 78 24/17

30 - 32

S13 32-34 50/1" NA 1/1

35 S14 34-36 50/0 NA 0/0 293

3 R1 36-41 5.0/4.6 92 0 5 FZ 12

3 10 FZ 12

4 10 FZ 20

40 3 15 FZ 8

3 10 FZ 2

2 R2 41-46 5.0/5.0 100 46 6 FZ 7

3 4 FZ 7

3 8 FZ 7

45 4 6 FZ 6

3 6 FZ 5

3 R3 46-51 5.0/5.0 100 12 5 FZ 5

4 8 FZ 4

3 6 FZ 2

50 3 6 FZ 2

3 5 FZ 1

4 R4 51-56 5.0/4.8 95 20 8 FZ 2

3 10 FZ 6

4 8 FZ 1

55 4 10 FZ 10

3 8 FZ 12

4 R5 56-61 5.0/4.9 98 50 5 FZ 2

4 5 FZ 2

4 3 FZ 0

60 4 10 FZ 0



HARDNOTES:3. Removed HW casing from the borehole. Installed 6-inch diameter (SW) casing. Set SW casing into bedrock at 36 feet with grout. Top of bedrock at about 32 feet.

3S14: No recovery.

S12: Very dense, gray SAND, some Gravel, little Silt.


R2: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close, moderately dipping to sub-vertical, iron-ocides stained joints/fractures.

R1: Hard, fresh, fine grained gray, MARBLE with faint, very thin, sub-vertical foliation: rough to smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fracutres;36.0'-81.0' : Fraction zone: rough to smooth, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures


BORING NO. MW-63


ATTITUDE

4-8

>50


NO

TES

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)CASING HAMMER: 300 lbs Automatic


ROCK CORE: HQ core barrel DATE END :

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

2-4

COHESIVE SOILS

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

30-50 8-15

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

GRANULAR SOILS

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

S13: Gray Gravel.

SH. 2 fo 7 BORING LOG


462968.86604252.14


BORING NO. MW - 63

HARDNESS

IN SITU PROPERTIES

WEATHERING

WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

0°-5°


(4) 11-20

5°-35°

10-30

WEATHERING

0-4

4-10


(2) 1-2

(3) 3-10

BPF

<2

HARDNESS


NO. PER FT

(1) 0

R5: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close, moderately dipping to sub-vertical iron-oxide stained joints/fractures.


R4: Hard, fresh, fine grained, gray, MARBLE with no aparent foliation; rough to smooth, very close to close, moderately dipping to vertical, calcite mineralized joints/fractures.55.1'-56.0': Brown fine SAND on the face of fractures.

R3: Hard, fresh, fine grained gray, MARBLE with no apparent foliation, rough to smooth, very close to close, moderately dipping to vertical, iron-oxide stained joints/fracutres; healed breccia.









DATE START: 8/30/06

Frac

ture

Zon

e

O

bser

ved

SAMPLE DESCRIPTION see below for values







NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5 75 0

4 R6 61-66 5.0/5.0 100 0 50 FZ 9

4 50 FZ 10

4 50 FZ 4

65 5 75 FZ 9

5 75 FZ 6

3 R7 66-71 5.0/5.0 100 26 75 FZ 6

3 70 FZ 4

4 75 FZ 3

70 4 70 FZ 3

4 70 FZ 2

3 R8 71-76 5.0/5.0 100 14 75 FZ 4

4 75 FZ 8

4 75 FZ 1

75 3 75 FZ 5

4 75 FZ 7

3 R9 76-81 5.0/5.0 100 36 60 FZ 3

3 60 FZ 1

3 50 FZ 6

80 3 50 FZ 6

4 70 FZ 3

3 R10 81-86 5.0/5.0 100 64 50 0

3 50 0

3 50 1

85 3 50 FZ 2

4 50 FZ 8

4 R11 86-91 5.0/4.0 80 0 60 FZ 11

4 60 FZ 20

4 60 FZ 20

90 4 60 FZ 20



HARDNOTES:4. Approximately 500 gallons of drilling water was lost during drilling between 61 and 66 feet.5. Change of drilling fluid color between 65 and 66 feet from gray to brown.

DEP

TH (F

T)

IN SITU PROPERTIES

WEATHERINGHARDNESS

0-4

WEATHERINGBPF

<2


GRANULAR SOILS

R11: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation; rough to smooth, very close to close, moderately dipping to vertical, iron-oxide stained joints/fractures.



(2) 1-2


CLOSE/THIN

0°-5°

5°-35°


35°-55°

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

85°-90°

SH. 3 of 7 BORING LOG


BORING NO. MW - 63

DRILL RIG MODEL: CME 550 Truck RigSAMPLER HAMMER: 140 lbs Automatic/300 lbs DonutCASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)CASING HAMMER: 300 lbs Automatic

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

DATE START: 8/30/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


>50

30-50

10-30

4-10

ATTITUDE

4-8

>30

VERY SOFT


G. SURF. EL.

NO

TES

DEPTH CASING

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

(3) 3-10

(4) 11-20 8-15

BORING NO. MW-63


Refer to Table 6.1 for Groundwater DataENGINEER: Windell Barry


FOREMAN: Paul Gaddis STABILIZATION TIMEBORING CO.: Aquifer Drilling and Testing

R6: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close to close, moderately dipping to vertical, iron-oxide stained joints/fractures.

4

C

OR

ING

(MIN

/FT)

N

VAL

UE

Frac

ture

Zon

e

O

bser

ved

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

R7: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

5

462968.86604252.14

PROJECT NO:

R10: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation; smooth, very close to moderately close, moderately dipping to sub-vertical, iron-oxide stained joints/fractures.

R9: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close, sub-horizontal moderate to sub-vertical, iron-oxide stained joints/fractures.

R8: Hard, fresh, fine grained, gray MARBLE with no apparent foliation; rough to smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.


14.18 feet








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5 60 20

4 R12 91-96 5.0/2.0 40 0 60 FZ 20

4 60 FZ 15

2 60 FZ NA

95 2 60 FZ NA

3 60 FZ NA

3 R13 96-101 5.0/3.8 75 0 60 FZ 12

3 60 FZ 12

3 60 FZ 12

100 3 60 FZ 6

3 60 FZ 7

4 R14101-106 5.0/5.0 100 48 60 FZ 10

4 60 3

4 60 6

105 4 60 2

4 60 1

4 R15106-111 5.0/4.8 95 68 60 12

4 60 3

4 60 4

110 4 60 0

4 60 0

4 R16111-116 5.0/5.0 100 86 60 1

4 60 1

4 60 0

115 4 60 0

4 60 1

4 R17116-121 5.0/5.0 100 94 60 0

4 60 1

4 60 0

120 4 60 0



HARDNOTES:6. No water return between 71 and 119 feet.

2-4

COHESIVE SOILS

BPF

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

DATE END :

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

R14: Hard, fresh, fine grained, gray MARBLE with foliation, rough to smooth, very close, moderately dipping to sub-vertical, silty, fine sandy joints/fractures.

R15: 106-108.3': Hard, fresh, fine grained, gray MARBLE, with no apparent foliation, rough to smooth, very close, moderately dipping to vertical silty, iron-oxide stained, joints/fractures.

108.3'-111: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close sub-horizontal to sub-vertical, faint, very thin to thin, sub-vertical, iron-oxide stained joints/fractures.

DEP

TH (F

T)

R13: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; rough to smooth, very close to close, moderately; dipping to sub-vertical, iron-oxide stained joints/fractures. 96.0'-97.3': Iron and magnesium crystals, as well as chalcopyrite iron-oxide layers (1" x 1" x 1/8")

SAM

PLE

/ CO

RE

NO

.


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

BORING LOG




14.18 feet



BORING NO. MW-63


4-8

>30

(3) 3-10

(4) 11-20

15-30

SH. 4 of 7


462968.86604252.14

HARDNESS

IN SITU PROPERTIES

WEATHERING

R12: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; rough to smooth very close moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures. .

Frac

ture

Zon

e

O

bser

ved

NO

TES



>50

30-50 8-15

10-30

4-10

0-4

35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

WIDE/THICK

VERY CLOSE/VERY THIN 0°-5° <2

ATTITUDE

5°-35°



NO. PER FT

(2) 1-2

R16: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation, smooth, moderately close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R17: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation; smooth, wide to close, sub-vertical to moderately dipping, slightly weathered, iron-oxide stained joints/fractures.

BORING NO. MW - 63


G. SURF. EL.


Buchanan, NY

VERY SOFT

HARDNESS

DATE START: 8/30/06ROCK CORE: HQ core barrel

C

OR

ING

(MIN

/FT)


WEATHERING

PROJECT NO:

(1) 0

6








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 50 1

4 R18121-126 5.0/5.0 100 90 50 1

4 50 0

4 50 0

125 3 50 2

4 50 0

5 R19126-131 5.0/5.0 100 50 50 FZ 7

4 50 FZ 12

4 50 FZ 11

130 3 50 FZ 0

4 50 0

4 R20131-136 5.0/5.0 100 92 50 0

4 50 0

4 50 0

135 3 50 0

4 50 1

4 R21136-141 5.0/5.0 100 88 50 0

4 50 0

3 50 3

140 4 50 0

4 50 0

4 R22141-146 5.0/5.0 100 100 50 0

4 50 0

5 50 0

145 4 50 0

4 50 0

4 R23146-151 5.0/5.0 100 100 50 0

4 50 0

5 50 0

150 5 50 0



HARDNOTES:7. No drilling fluid returned during advancement between 120 and 150 feet.

BPF

0-4 <2 VERY SOFT


>50

30-50 8-15

4-10

15-30

10-30

2-4


TOTA

L C

OR

E R

EC (%

)

SAM

PLE

DEP

TH (F

T)

RQ

D (%

)

N

VAL

UE

DEP

TH (F

T)

SAM

PLE

/ CO

RE

NO

.

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

C

OR

ING

(MIN

/FT)

SH. 5 of 7


BORING LOGBORING NO. MW - 63

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)CASING HAMMER: 300 lbs Automatic

STABILIZATION TIME

DATE START: 8/30/06

(1) 0

(4) 11-20

R18: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation; rough to smooth, moderately close to close, moderately dipping to sub-vertical, slightly weathered iron-oxide stained joints/fractures.

(2) 1-2

(3) 3-10

WEATHERING

R22: Hard, fresh, fine grained, dark gray MARBLE, with faint foliation: no apparent joints/fractures.

R23: Hard, fresh, fine grained, gray MARBLE, with very thin to thin, sub-vertical foliation, no apparent joints/fracutures.


HARDNESS

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


R20: Hard, fresh, fine grained, dark gray MARBLE, with faint, foliation, smooth, wide to close, sub-vertical, slightly weathered joints/fractures.

R21: Hard, fresh, fine grained, dark gray MARBLE, with faint, very thin to thin, sub-vertical foliation, smooth, wide to close, sub-vertical, slightly weathered joints/fractures.

NO. PER FT

HARDNESS

R19: Hard, fresh, fine grained, dark gray MARBLE, with faint very thin to thin, sub-vertical foliation, rough to smooth, wide to close, sub-vertical, slightly weathering joint/fracture.

126.5-128.5: Fracture zone, smooth, wide to close, sub-vertical, slightly weathered, joints/fractures.

ATTITUDE

4-8

>30

DEPTH CASING

85°-90°


55°-85°

35°-55°

5°-35°

MOD CLOSE/MOD THICK

CLOSE/THIN

WIDE/THICK

0°-5°


BORING NO. MW-63








462968.86604252.14

WEATHERING


NO

TES

14.18 feet

IN SITU PROPERTIES

7

SAMPLE DESCRIPTION


Buchanan, NY G. SURF. EL.PROJECT NO:

Frac

ture

Zon

e

O

bser

ved








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 50 0

4 R24151-156 5.0/5.0 100 82 50 0

4 50 0

4 50 0

155 4 50 0

5 50 3

5 R25156-161 5.0/5.0 100 87 50 1

4 50 0

4 50 0

160 4 50 0

4 50 2

4 R26161-166 5.0/5.0 100 72 50 1

4 50 1

4 50 FZ 9

165 4 50 FZ 5

4 50 0

4 R27166-171 5.0/5.0 100 84 50 2

4 50 3

5 50 0

170 4 50 1

4 50 0

5 R28171-176 5.0/5.0 100 100 50 1

4 50 0

4 50 1

175 5 50 0

4 50 1

4 R29176-181 5.0/5.0 100 90 50 0

4 50 3

4 50 0

180 4 50 2



HARDNOTES:8. No drilling fluid return during advancement between 150 and 181 feet.


DEP

TH (F

T)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

8

SAMPLE DESCRIPTION

BORING LOG




PROJECT NO:



BORING NO. MW-63

(1) 0

BPF

<2

HARDNESS

VERY SOFT

NO

TES

WEATHERING

COHESIVE SOILS

R28: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-verticalfoliation, rough, very close, sub-vertical slightly weathered joints/fractures; slightly pitted texture along clacite mineralized joints/fractures.


>30

DATE START: 8/30/06

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

4-10


4-8


0-4

SH. 6 of 7

462968.86604252.14

G. SURF. EL.

R27: Hard, fresh, fine grained gray MARBLE with faint,very thin to thin, sub-vertical foliation, rough to smooth, very close to wide moderately dipping to sub-vertical, slightly weathered joints/fractures; slightly pitted.

R26: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation, rough to smooth, very close, to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

163.1-164.4" Fracture zone; rough to smooth, very close, to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures.

R25: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation; smooth, close to moderately close, moderately dipping, to sub-vertical, with slightly weathered, joints/fractures.

R24: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-verticalfoliation, rough to smooth, very close, sub-vertical, healed, calcite mineralized, pitted joints.


14.18 feet

CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)



35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

WIDE/THICK

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

10-30

2-4

15-30

HARDNESS

IN SITU PROPERTIES


ATTITUDE


Frac

ture

Zon

e

O

bser

ved

WEATHERING

R29: Hard, fresh, fine grained, gray MARBLE, with faint foliation; smooth very close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/fractures.



NO. PER FT


Buchanan, NY

BORING NO. MW - 63








NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

4 50 0

4 R30181-186 5.0/5.0 100 82 50 1

4 50 2

4 50 1

185 4 50 1

4 50 0

3 R31186-191 5.0/1.6 32 0 50 0

3 50 0

3 50 NA

190 2 50 NA

3 50 NA

3 R32191-196 5.0/0.5 10 0 50 0

3 50 0

2 50 NA

195 3 50 NA

2 50 0

3 R33196-201 5.0/5.0 100 92 50 0

3 50 0

3 50 0

200 3 50 0

3 50 5

205

210

CONSISTENCY


HARDNOTES:

9. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details). Also monitoring wells installed within the overburden soils adjacent to the 201-foot borehole (refer to installation log for details).

DEP

TH (F

T)

BORING LOG

Frac

ture

Zon

e

O

bser

ved

NO

TES

IN SITU PROPERTIESROCK CORE: HQ core barrel DATE END : CASING HAMMER: 300 lbs Automatic

WEATHERINGHARDNESS

DATE START: 8/30/06

STABILIZATION TIMEFOREMAN: Paul Gaddis DATE CASING

35°-55°

VERY SOFT

2-4

HARDNESS WEATHERING

CLOSE/THIN (2) 1-2

(3) 3-10

BPF

<2 (1) 0


9


0°-5°

N

VAL

UE

NO. PER FT


DEPTH

ATTITUDE ANGLE


SPACING/THICKNES

55°-85°

MOD CLOSE/MOD THICK

WIDE/THICK

5°-35°


4-8

8-15 (4) 11-20

>30

15-30

MW-63BORING NO.

SH. 7 of 7


DRILL RIG MODEL: CME 550 Truck Rig BORING CO.: Aquifer Drilling and TestingSAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

R33: Hard, fresh, fine grained gray MARBLE with faint foliation, smooth very close to wide, moderately dipping to sub-vertical slightly weathered joints/fractures.

R30: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation, very close to moderately close, sub-horizontal to sub-vertical slightly weathered joints/fractures.


C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

SAMPLE DESCRIPTION

R32: Hard, fresh, fine grained, gray fragments of MARBLE with apparent foliation.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

604252.14

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)


CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW) ENGINEER: Windell Barry Refer to Table 6.1 for Groundwater Data

R31: Hard, fresh, fine grained, gray MARBLE with faint, very thin to thin, sub-vertical foliation: rough, very close to close, joints/fractures.

Indian Point Energy CenterBORING NO. MW - 63


PROJECT NO:462968.8614.18 feetG. SURF. EL.











1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

5

S1 8 50/0.5" 0/0

10

S210-11.2 9 - 14 24/18

50/2"

S3 12 50/0" 0/0

15 S4 16-18 6 - 7 24/18

10 - 50

20 S5 20-22 6 - 10 24/6

18 - 13

S622-23.8 12 - 11 18/11

21 - 50/3"

S7 24-26 3/24" 24/6

25

30



HARDNOTES:1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet.2. Spun and washed 4-inch diameter (HW) casing to sampling depths from 8 to 24 feet.3. Spun and washed HW casing to 38 feet and set in bedrock with grout. Bedrock encountered at 35 feet.


BORING No. MW-65


462489.68604851.98

PROJECT NO: 41.0017869.00


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

2

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

3

BORING CO.: Aquifer Drilling and TestingFOREMAN: Ed Borner

S3: No recovery

S2: Dense, brown, fine to medium SAND, some rock fragments, little Silt.1

GRANULAR SOILS

S4: Medium desnse, brown, fine to medium SAND, some rock fragments, trace Silt.

S5: Medium dense,gray rock fragments.

S6: Dense, brown-gray fine GRAVEL, some Sand, little Silt.

S7: 24.0'-24.5': Loose brown fine to coarse SAND, trace gravel, some Silt.

DEP

TH (F

T)

BORING LOG



69.72 feet

STABILIZATION TIME

G. SURF. EL.

CASINGDEPTH

SH. 1 of 3

WIDE/THICK


BORING NO. MW-65


2-4

COHESIVE SOILS

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

4-10

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

0-4


NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING

85°-90°

ATTITUDE

4-8

>30

DATE START: 8/16/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

(2) 1-2

S1: No recovery


ROCK CORE: HQ wireline DATE END : 8/21/06

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER: 3-inch split spoon

Buchanan, NY


MOD CLOSE/MOD THICK

NO. PER FT


CLOSE/THIN

(1) 0

>50

30-50 8-15

(3) 3-10

(4) 11-20

10-30

15-30

0°-5°

5°-35°

35°-55°

55°-85°



WEATHERINGBPF

<2 VERY SOFT

HARDNESS








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

35

3 R1 38-43 5.0/4.8 95 96 4 FZ 3

40 4 3 1

5 4 0

5 4 0

5 4 0

3 R2 43-48 5.0/5.0 100 96 4 1

45 3 3 0

3 4 2

3 3 0

3 1

3 R3 48-53 5.0/5.0 100 100 2 0

50 3 2 0

4 2 0

3 2 0

4 2 1

3 R4 53-58 5.0/5.0 100 100 2 0

55 2 1 0

3 2 0

2 1 0

3 2 0

2 R5 58-63 5.0/5.0 100 100 2 0

60 2 1 0



HARDNOTES:4. Lost approximately 750 gallons while drilling between 26 and 35 feet.

BORING No. MW-65



462489.68604851.98

STABILIZATION TIME



Buchanan, NY

R5: Hard, fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping to sub-vertical, convoluted foliation, no apparent joints/fractures.

R4: Hard fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping to sub-vertical, convoluted foliation, no apparent joints/fractures.

R3: Hard, fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping, to sub-vertical, convoluted foliation: one smooth,moderately close, sub-horizontal to sub-vertical, iron-oxide stainedjoint/fracture.

R2: Hard, fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping to sub-horizontal, convoluted foliation, smooth, very close to moderately close, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures.


R1: Hard, fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping to sub-vertical, convoluted foliation: slightly to moderately rough, close to wide, sub-horizontal, slightly weathered iron-oxide stained joints/fractures;

38.6'-39.2': Fracture zone: slightly to moderate rough, very close,sub-horizontal; slightly weathered, iron-oxide stained, joints/fractures.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

SAMPLE DESCRIPTION


BORING LOG



FOREMAN: Ed Borner

69.72 feet

CASING

SH.2 of 3

MW-65

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

ROCK CORE: HQ wireline

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING

35°-55°

55°-85°

85°-90°

MOD CLOSE/MOD THICK

WIDE/THICK


BORING NO.

ATTITUDE

4-8

>30

DATE START: 8/16/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)



NO. PER FT

(1) 0 VERY CLOSE/VERY THIN

SAMPLER: 3-inch split spoon DEPTHCASING SIZE: 4-inch diameter (HW)CASING HAMMER: N.A.

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

15-30

10-30

2-4 CLOSE/THIN

0°-5°

5°-35°

GRANULAR SOILS



0-4

4-10

WEATHERINGBPF

<2 VERY SOFT

DATE END : 8/21/06

4

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED














1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

2 2 0

3 1 0

3 2 0

4 R6 63-68 5.0/5.0 100 100 2 0

65 5 1 0

4 2 1

5 1 1

5 2 0

2 R7 68-73 5.0/5.0 100 80 2 0

70 3 1 0

3 2 0

2 2 FZ 2

3 1 FZ 3

2 R8 73-78 5.0/5.0 100 100 20 0

75 3 30 0

2 40 0

3 40 0

3 50 0

3 R9 78-83 5.0/5.0 100 100 31 0

80 3 20 0

4 5 0

3 2 0

3 3 0

85

90



HARDNOTES:5. Borehole advanced using fourth gear between 38 and 63 feet, and third gear used between 63 and 68 feet6. Boreholed advanced using fourth gear between 68 and 83 feet.7. Monitoring wells installed within borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.


Buchanan, NY

BORING No. MW-65

462489.68G. SURF. EL.


R7: Hard, fresh, fine grained, gray MARBLE with no apparent foliation, slightly rough to smooth, close to moderately close, sub-vertical to moderately dipping, iron-oxie stained joints/fractures.

71.3'-73' fractured zone, smooth, very close to close, sub-horizontal, slightly weathered iron-oxide stained; joints/fractures;

R6: Hard, fresh, fine grained, gray MARBLE, with faint to distinct, very thin, moderately dipping to sub-vertical foliation, slightly rough to smooth, moderately close to wide, sub-horizontal, slightly weathered, iron-oxide stained joints/fractures.

6

R8: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, moderately dipping foliation, no apparent joints/fractures.

R9: Hard, fresh, fine grained, gray MARBLE with moderately dipping foliation, no apparent joints/fractures.

0-4

4-10

10-30

WEATHERINGBPF

<2

GRANULAR SOILS




CLOSE/THIN

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

15-30

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

IN SITU PROPERTIES

WEATHERING


604851.98

STABILIZATION TIME


NO

TES

SH.3 of 3

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER: 3-inch split spoon

HARDNESS

DATE START: 8/16/06

DR

ILLI

NG

FLU

ID L

OSS

(G

ALLO

NS)

NO. PER FT

(1) 0

DATE END : 8/21/06

ROCK CORE CHARACTERISTICSHARDNESS ATTITUDE

4-8

>30

DEPTH CASING

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED


2-4

COHESIVE SOILS

ROCK CORE: HQ wireline

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

BORING NO. MW-65

85°-90°

5

VERY SOFT

BORING LOG



FOREMAN: Ed Borner

69.72 feet



PROJECT NO: 41.0017869.00

7











NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

2

3

4

5

6

7

8 S1 7-9 8 - 5 10 24/14

9 5 - 8

10 S2 9-11 24 68 115 18/6

11 47 --

12 S3 11-13 61 - 48 84 24/7

13 36 - 12

14 S4 13-15 13 - 17 26 24/10

15 9 - 6

16 S5 15-17 4 - 4 8 24/15

17 4 - 4

18 S6 17-19 8 - 8 14 24/12

19 6 - 22

20 S6A 19-21 3 - 5 6 24/12

21 1/12"

22 S6B 21-23 1 - 1 2 24/18

23 1/12"

24 S6C 23-25 WOH/12" 3 24/24

25 2 - 2

26 S7 25-27 2 - 2 5 24/14

27 3 - 4

28

29

30



HARDNOTES:1. Performed 8-inch diameter vacuum excavation from 0 to 7 feet.2. Drove and washed 5-inch diameter (PW) casing to sampling depths from 7 to 37 feet. Soil samples obtained using 3-inch diameter split spoon sampler.

HARDNESS

VERY SOFT

2-4

4-8

<2

>30

S6C: Soft, organic silty CLAY, trace shell fragments

S6B: Very soft, organic silty CLAY, trace shell fragments

S6A: Loose, gray-brown, fine to medium SAND, trace gravel, trace silt.Organic clay in tip of spoon

0-4

S7: Medium stiff, organic Silty CLAY, trace shell fragments.

WEATHERING NO. PER FTBPF

<2" (1) 0

GRANULAR SOILS ROCK CORE CHARACTERISTICSCOHESIVE SOILS

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

15-30 85°-90°

CLOSE/THIN

0°-5°

5°-35°




BORING No. MW-66


PROJECT NO:


14.02 feetG. SURF. EL.SA

MPL

E D

EPTH

(FT)

N

VAL

UE

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

DEPTH CASING


NO

TES

HARDNESS

IN SITU PROPERTIES

WEATHERING


DATE

463150.28604409.21

STABILIZATION TIME

DATUM: NGVD 1929

3'-10'


ATTITUDE

WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK


2"-1'

1'-3'

BORING NO. MW-66


ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)


Buchanan, NY

DATE END : 12/1/06

FOREMAN: Dave CarterCASING SIZE: 5-inch diameter (PW)CASING HAMMER: N.A.ROCK CORE: 3 7/8-inch diameter (HQ) wireline

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER: Split spoon

Frac

ture

d Zo

ne

Obs

erve

d

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

SAMPLE DESCRIPTION

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAM

PLE

/ CO

RE

NO

.

2

1

S6: Medium dense, light gray-brown, fine SAND, trace medium to coarse Sand, trace Gravel


S1: Loose, gray-brown, fine to coarse SAND, some Gravel, little Clayey Silt (FILL)

S2: Very dense, gray-brown, fine to coarse SAND, some Gravel, little Clayey Silt

S3: Very dense, gray-brown, GRAVEL, some Sand, little Clayey Silt

S4: Medium dense, gray-brown, SAND, some gravel, little Silt

S5: Loose, gray-brown, fine to medium SAND, trace Gravel, trace Silt





NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

31 S8 30-32 2 - 1 24/12

32 3 - 4

33

34

35

36 S9A 35-37 8 - 8 24/12

37 8 - 22

38 S9B337.8 16 - 50/3"

39

40

41 6 R1 40-45 5.0/3.5 70 22 10 16

42 8 8 16

43 3 10 3

44 7 8 2

45 7 5 NA

46 7 R2 45-50 5.0/5.0 100 10 7 15

47 7 5 14

48 7 8 11

49 6 8 9

50 7 7 12

51 5 R3 50-55 5.0/5.0 100 16 6 12

52 6 5 13

53 6 4 9

54 6 3 4

55 5 5 12

56 5 R4 55-60 5.0/5.0 100 32 3 2

57 6 3 3

58 7 3 1

59 6 4 9

60 7 3 6



HARDNOTES:3. PW casing set into bedrock at 40 feet. Casing/rock interface sealed with grout. Top of bedrock at approximately 37.5 feet. NA denotes no data available.

FZ

FZ

FZ

FZ

BORING No. MW-66

DATUM: NGVD 1929


S8: Soft, dark gray, organic, Sillty CLAY, trace organic fibers, trace shell fragments


FZ

R2: Hard to moderately hard, slightly weathered to fresh, fine grained gray MARBLE with faint, very thin, sub-vertical foliation: very close to close, sub-horizontal to sub-vertical, partly healed joints/fractures (healed breccia)45.0'-57.0': Fracture Zone, smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

R4: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;

58.4'-60.6': Fracture Zone, smooth to rough, very close, sub-horizontal to vertical, sand-silt-clay coated, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ

2"-1'



ATTITUDE

CLOSE/THIN

0°-5°

5°-35°

ANGLE

R1: Moderately hard to hard, slightly weathered to fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close sub-horizontal to sub-vertical, iron-oxide stained joints/fractures; healed micro-breccia;40.0'-43.2': Fracture zone: smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

S9A: Medium dense, gray, fine to coarse SAND, some gravel, little silt

S9B: Dense, gray, fine to coarse SAND, some gravel, little silt




Buchanan, NY




1'-3'

BORING NO. MW-66

>10'

3'-10' WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

85°-90°


G. SURF. EL.

NO

TES

463150.28604409.21

STABILIZATION TIME

HARDNESS

IN SITU PROPERTIES

DEPTH CASING

>30

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

CASING SIZE: 5-inch diameter (PW)CASING HAMMER: N.A. DATE START: 11/17/06


PROJECT NO:14.02 feet


WEATHERING

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

2-4

GRANULAR SOILS ROCK CORE CHARACTERISTICSCOHESIVE SOILS

FZ

R3: Hard, slightly weathered to fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close, sub-horizontal to vertical, iron-oxide stained joints/fractures (healed breccia);45.0'-57.0': Fracture Zone, smooth to rough, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

NO. PER FTWEATHERINGBPF SPACING/THICKNESS

FZ

<2

HARDNESS

VERY SOFT0-4

FZ

FZ

4-8

VERY CLOSE/VERY THIN<2" (1) 0











NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

61 5 R5 60-65 5.0/5.0 100 66 3 7

62 6 4 1

63 7 3 0

64 5 3 0

65 6 3 12

66 5 R6 65-70 5.0/5.0 100 26 3 13

67 6 4 12

68 6 3 2

69 5 4 8

70 5 4 10

71 6 R7 70-75 5.0/5.0 100 100 3 0

72 5 4 1

73 5 3 0

74 3 4 0

75 3 3 0

76 4 R8 75-80 5.0/5.0 100 100 4 0

77 5 3 1

78 5 4 1

79 7 3 0

80 7 4 0

81 4 R9 80-85 5.0/5.0 100 100 3 0

82 6 4 0

83 6 3 0

84 6 4 0

85 6 3 7

86 5 R10 85-90 5.0/5.0 100 8 5 9

87 6 8 12

88 5 10 10

89 5 10 6

90 5 8 15



HARDNOTES:

R5: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, sub-horizontal to sub-vertical iron-oxide stained joints/fractures;64.2'-67.1': Fracture zone, smooth to rough, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

FZ

85°-90°

R7: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: rough, very close, sub-horizontal to sub-vertical, slightly weathered joints/fractures; 72.2'-73.1': gray pitted to vuggular, moderately healed micro-breccia.

R8: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-horizontal to sub-vertical, slightly weathered joints/fractures.

Buchanan, NY

DATE END : 12/1/06



DATUM: NGVD 1929


FZ

14.02 feet


BORING NO. MW-66

15-30

NO. PER FT

(1) 0

3'-10'

1'-3'

>10'

HARDNESS

IN SITU PROPERTIES

<2"

2-4

COHESIVE SOILS

R6: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth to rough, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures;65.8'-70.0': Fracture zone, smooth to rough, very close, sub-horizontal to vertical, iron-oxide stained joints/fractures.

Frac

ture

d Zo

ne

Obs

erve

d

SAMPLE DESCRIPTION

DEPTH CASING

ATTITUDE

4-8

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)



ROCK CORE: 3 7/8-inch diameter (HQ) wirelineDATE START: 11/17/06

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


GROUND WATER READINGSSTABILIZATION TIME

>30

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

>50



BORING No. MW-66

WEATHERING

463150.28604409.21

PROJECT NO:


G. SURF. EL.

NO

TES


WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

0°-5°

30-50 8-15


(2) 1-2

(3) 3-10

(4) 11-20

10-30

WEATHERING

0-4

4-10

GRANULAR SOILS

BPF

<2

HARDNESS

VERY SOFT


2"-1'



FZ

5°-35°

R9: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: smooth, very close to wide, sub-vertical to moderately dipping, slightly weathered, iron-oxide stained joints/fractures;84.7'-91.1': Fracture Zone, smooth, very close, horizontal to vertical, iron-oxide stained joints/fractures.

R10: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, vertical to sub-horizontal, iron-oxide stained joints/fractures;87.3' - 89.0': gray brecciated MARBLE. FZ

FZ

FZ

FZ

FZ














NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

91 5 R11 90-95 5.0/5.0 100 76 5 13

92 5 6 1

93 6 6 0

94 6 6 1

95 6 5 3

96 5 R12 95-100 5.0/5.0 100 66 6 8

97 5 4 12

98 5 6 0

99 6 4 0

100 5 6 0

101 6 R13100-105 5.0/5.0 100 70 6 1

102 6 5 12

103 6 10 2

104 7 15 1

105 6 20 10

106 6 R14105-110 5.0/5.0 100 66 10 4

107 6 10 4

108 6 15 0

109 6 20 9

110 7 20 7

111 6 R15110-115 5.0/5.0 100 70 20 6

112 7 20 15

113 7 20 12

114 7 15 4

115 7 10 4

116 7 R16115-120 5.0/5.0 100 0 20 2

117 7 20 6

118 7 20 14

119 8 20 10

120 8 15 1



HARDNOTES:

BORING No. MW-66

DATUM: NGVD 1929


PROJECT NO:

604409.21

STABILIZATION TIME


Buchanan, NY

R12: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures;95.0'-96.8': Fracture zone, smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/fractures.

DATE END : 12/1/06


G. SURF. EL.

DEPTH

R15: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, moderately dipping to sub-vertical, healed, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

BPF

<2

HARDNESS

VERY SOFT

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30 4-8

0°-5°

5°-35°

MOD CLOSE/MOD THICK



ATTITUDE

35°-55°

C

OR

ING

(MIN

/FT)


CLOSE/THIN

FZ

FZ

0-4


R16: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close, moderately dipping to sub-vertical, iron-oxide stained, joints/fractures;116.5'-119.3': Fracture zone, smooth, very close, sub-vertical to vertical, iron-oxide stained joints/fractures.

WEATHERING

SH. 4 of 7


BLO

WS

/ 6 IN

CH


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

RQ

D (%

)

R14: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, silty, iron-oxide stained joints/fractures;108.1'-113.4': Fracture zone, smooth, very close to close, sub-vertical to moderately dipping, iron-oxide stained joints/fractures.

1'-3'

2"-1'



>30

85°-90°>10'

3'-10' WIDE/THICK 55°-85°

DEP

TH (F

T)


IN SITU PROPERTIES

WEATHERING

CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

BORING NO. MW-66

BORING LOG




14.02 feet 463150.28


CASING

Frac

ture

d Zo

ne

Obs

erve

d

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

NO

TES

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE

FZ

FZ

FZ

FZ

FZ

R11: Hard, fresh, fine grained, gray brecciated MARBLE, with faint, very thin, sub-vertical foliation: smooth to rough, very close to moderately close, sub-vertical to sub-horizontal, iron-oxide stained joints/fractures; trace pitted texture along calcite mineralized joints/fractures.

R13: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to sub-vertical, healed, silty, iron-oxide stained joints/fractures;102.5'-103.2': Fracture zone: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained104.3'-105.5' Fracture zone: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained

FZ

FZ














NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

121 6 R17120-125 5.0/5.0 100 100 20 0

122 6 20 0

123 6 20 0

124 7 40 0

125 6 25 0

126 7 R18125-130 5.0/4.0 80 80 20 0

127 6 20 0

128 7 20 0

129 7 30 7

130 7 20 7

131 5 R19130-135 5.0/5.0 100 52 15 2

132 5 15 2

133 5 20 5

134 4 20 12

135 5 20 8

136 4 R20135-140 5.0/5.0 100 20 20 10

137 7 20 12

138 4 20 4

139 5 20 6

140 7 20 12

141 5 R21140-145 5.0/5.0 100 28 20 3

142 5 20 3

143 5 20 4

144 6 30 10

145 8 30 7

146 5 R22145-150 5.0/5.0 100 100 20 0

147 5 15 0

148 6 15 0

149 5 15 0

150 6 15 0



HARDNOTES:


PROJECT NO:

BORING No. MW-66

DATUM: NGVD 1929


14.02 feet

R19: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures;130.9'-145.0': Fracture zone, smooth, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures.


FZ


604409.21

STABILIZATION TIME

R18: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: close, sub-vertical to vertical, smooth, iron-oxide stained joints/fractures.128.5'-130': Sub-vertical to vertical, iron-oxide stained joints/fractures

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

SAMPLE DESCRIPTION

NO

TES

Frac

ture

d Zo

ne

Obs

erve

d

R20: Hard, fresh, fine grained, gray MARBLE with very thin, sub-vertical foliation: smooth, very close to close, sub-horizontal to vertical, iron-oxide stained joints/fractures.

FZ

FZ

FZ

FZ

FZ

1'-3'

BORING NO. MW-66

85°-90°>10' VERY WIDE/VERY THICK

DEPTH CASING

ATTITUDE

4-8

>30

<2"

2-4

15-30

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

2"-1'


COHESIVE SOILS

NO. PER FT

(1) 0


FZ


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


SH. 5 of 7

463150.28G. SURF. EL.

BORING LOG


Buchanan, NY

DATE END : 12/1/06




HARDNESS

IN SITU PROPERTIES

WEATHERING

35°-55°


CLOSE/THIN

0°-5°

5°-35°

55°-85°

MOD CLOSE/MOD THICK

>50

30-50 8-15 3'-10' WIDE/THICK

(2) 1-2

(3) 3-10

(4) 11-20

GRANULAR SOILS



0-4

4-10

10-30

WEATHERINGBPF

<2 VERY SOFT

HARDNESS


FZ

R21: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: smooth, very close to close sub-horizontal to sub-vertical, iron-oxide stained, joints/fractures.

FZ

FZ

FZ

FZ

FZ

FZ














NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

151 5 R23150-155 5.0/5.0 100 80 10 0

152 5 10 0

153 6 15 0

154 7 20 0

155 6 20 0

156 4 R24155-160 5.0/5.0 100 100 20 0

157 6 30 1

158 8 30 0

159 8 30 0

160 10 25 0

161 8 R25160-165 5.0/5.0 100 100 20 0

162 10 20 0

163 11 30 1

164 11 30 1

165 12 30 0

166 9 R26165-170 5.0/5.0 100 100 30 0

167 11 30 0

168 12 20 0

169 10 15 0

170 8 15 0

171 8 R27170-175 5.0/5.0 100 100 20 0

172 6 20 1

173 7 20 0

174 6 20 1

175 7 20 0

176 7 R28175-180 5.0/5.0 100 100 15 0

177 6 10 1

178 7 10 0

179 6 15 1

180 7 15 0



HARDNOTES:

DATUM: NGVD 1929

DATE

PROJECT NO:


IN SITU PROPERTIES

STABILIZATION TIME


R26: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.


R24: Hard, fresh, fine grained, light to dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, widely spaced, sub-horizontal to sub-vertical joints/fractures.

R25: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, close to moderately close, sub-horizontal to sub-vertical, slightly weathered joints/fractures;


R27: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.


R28: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, moderately dipping to sub-vertical joints/fractures.

10-30

WEATHERINGBPF

<2

HARDNESS

VERY SOFT0-4

2-4




NO. PER FT

(1) 0

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

HARDNESS WEATHERING

ATTITUDE


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)


BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE



463150.28604409.21

Buchanan, NY 14.02 feet


BORING No. MW-66



DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

4-8

>30

DATE END : 12/1/06

WIDE/THICK

G. SURF. EL.

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d





<2"

1'-3'

2"-1'

3'-10'

15-30

DEPTH CASING

BORING NO. MW-66

85°-90°>10' VERY WIDE/VERY THICK

NO

TES

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)














NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

181 7 R29180-185 5.0/5.0 100 100 20 0

182 6 20 1

183 7 20 0

184 6 20 0

185 7 30 0

186 7 R30185-190 5.0/2.2 44 44 20

NA

187 7 20NA

188 10 20NA

189 11 20 0

190 10 20 0

191 6 R31190-195 5.0/4.7 94 88 15 0

192 7 15 0

193 6 15 1

194 6 15 2

195 7 15 0

196 7 R32195-200 5.0/4.1 100 82 15 0

197 6 15 0

198 6 20 1

199 6 15 0

200 6 15 0

201

202

203

204

205

206

207

208

209

210



HARDNOTES:4. HQ core barrel malfunctioned, a piece of rock was jammed between inner and outside core barrels; catcher malfunctioned leaving core sample in borehole; replaced HQ core sampler; readvanced between 185' and 190' with only 2.2' recovered; RQD based on 2.2' recovered5. Monitoring wells installed within the overburden soils adjacent to the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.6. Flute liner was installed within the 200-foot open rock borehole.

Frac

ture

d Zo

ne

Obs

erve

d

NO

TES


IN SITU PROPERTIES

WEATHERING

R29: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joint/fracture.

4

R32: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderatelt close, sub-vertical, slightly weathered joints/fractures.



SAMPLE DESCRIPTION

>10'

2"-1'

3'-10'

SPACING/THICKNESS

1'-3'

BORING LOG




14.02 feet

STABILIZATION TIMECASINGSAMPLER: Split spoon DATE

<2"

5, 6

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0



5°-35° (2) 1-2

(3) 3-10

BORING NO.

0°-5°

ATTITUDE

CLOSE/THIN

ANGLE

HARDNESS

MW-66

WIDE/THICK


55°-85°

MOD CLOSE/MOD THICK 35°-55° 4-8

>50

10-30

>30

CASING HAMMER: N.A.

C

OR

ING

(MIN

/FT)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

4-10



GRANULAR SOILS

R31: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-vertical, slightly weathered joints/fractures.

DATE END : 12/1/06

BLO

WS

/ 6 IN

CH


DEP

TH (F

T)

RQ

D (%

)

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

N

VAL

UE


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

Buchanan, NY

(4) 11-2030-50 8-15

0-4

SH. 7 of 7

463150.28604409.21

G. SURF. EL.


R30: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.



DATUM: NGVD 1929

PROJECT NO:


BORING No. MW-66

WEATHERINGBPF

<2

HARDNESS

VERY SOFT

DEPTH














NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

1

2

3

4

5

6

7

8

9

10 S-1 9-11 3 4 24/5 50

11 4 36

12 S-2 11-13 8 8 24/8 20

13 8 9

14 S-3 13-15 4 6 24/5 30

15 10 6

16 S-4 15-17 2 3 24/11 20

17 4 6

18 S-5 17-19 8 2 24/2 20

19 2 1

20 S-6 19-21 6 2 24/6 3

21 6 3

22 S-7 21-23 4 3 24/6 5

23 4 3

24 S-8 23-25 2 2 24/8 5

25 2 3

26 S-9 25-27 1 1 24/24 6

27 2 4

28 S-10 27-29 3 9 24/12 3

29 12 21

30 S-11 29-31 3 3 24/18 3



HARDNOTES:1. Performed 8-inch diameter vacuum excavation from 0 to 9.5 feet.2. Spun and washed 4-inch-diameter (HW) casing to sampling depths from 9 to 33 feet. Casing/rock interface sealed with grout.

S-5: Medium dense, brown, fine to coarse SAND, little (-) Silt, trace Gravel.

S-1: Loose, brown, fine to coarse SAND, some (+) Gravel, trace (+) Silt.

S-2: Medium dense, brown, fine to coarse SAND, some (+) Gravel, little (-) Clayey Silt.

S-3: Medium dense, brown, fine to coarse SAND, some Gravel, trace (+) Silt.

S-4: Medium dense, brown-tan, fine SAND, trace Silt, trace fine Gravel.

1

2

Frac

ture

d Zo

ne

Obs

erve

d

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

CASING SIZE: 4" dia. (HW)CASING HAMMER: N/AROCK CORE: 3 7/8-inch dia. (HQ)

ENGINEER: Maurice Ponti


Buchanan, NY

DATE END : 6/26/07



BORING NO. MW-67

3'-10'

85°-90°


ATTITUDE

WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK


1'-3'

CLOSE/THIN

6490.481129.65

STABILIZATION TIME


NO

TES

DATUM: NGVD 1929

HARDNESS

IN SITU PROPERTIES

WEATHERING

SAMPLE DESCRIPTION

Refer to Table 6.1 for Groundwater DataDATE DEPTH CASING

>30

DATE START: 6/5/07


SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

N

VAL

UE

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

SAMPLER : Split SpoonBORING CO.: Aquifer Drilling and Testing

PROJECT NO:


14.36G. SURF. EL.


SH. 1 of 12BORING LOGBORING No. MW-67

0°-5°

5°-35°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

15-30

WEATHERING NO. PER FTBPF

S-11: Very stiff, dark gray SILT and CLAY, some (-) fine Sand, trace medium Gravel.


2-4

HARDNESS

S-7: Soft, dark gray SILT and CLAY, trace fine Sand, trace Gravel, trace Organic Shells.

S-10: Very stiff, dark gray SILT and CLAY, some fine Sand.

S-6: Medium stiff, dark gray SILT and CLAY, trace fine Sand, trace Organic Shells.

S-8: Soft, dark gray SILT and CLAY, trace fine Sand, trace Gravel, Shell Fragments.

S-9: Soft, dark gray SILT and CLAY, some (-) fine Sand.

<2" (1) 0

2"-1'

<2 VERY SOFT

Granular Soils ROCK CORE CHARACTERISTICSCOHESIVE SOILS

0-4

4-8
























NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

31 12-21

32 S-1231-32.5 14-26

33 51

34 6 R-1 33-38 5/5 100 22 80 >20

35 7 >20

36 6 >20

37 5 >20

38 5 >20

39 4 R-2 38-43 5/5 100 8 120 >20

40 5 >20

41 4 >20

42 4 >20

43 5 >20

44 2 R-3 43-48 5/5 100 0 150 >20

45 4 >20

46 5 >20

47 6 >20

48 5 >20

49 5 R-4 48-53 5/5 100 100 80 1

50 6 2

51 6 0

52 6 2

53 6 1

54 5 R-553.0-58.0 5/5 100 100 40 0

55 5 1

56 6 1

57 6 0

58 6 1

59 5 R-6 58-63 5/5 100 56 120 9

60 5 8



HARDNOTES:3. RQD affected by sub-vertical joints/ fractures.4. Fractures per foot affected by sub-vertical joints/ fractures.

3

Frac

ture

d Zo

ne

Obs

erve

d

SAMPLE DESCRIPTION

S-12: Very stiff, dark gray SILT and CLAY, some (-) fine Sand, trace medium Gravel.



Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

0-4

WEATHERING

2-4

4-8

<2

4-10

10-30

BPF HARDNESS

VERY SOFT VERY CLOSE/VERY THIN<2" (1) 0

NO. PER FT

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

0°-5°

5°-35°


35°-55°

55°-85°

MOD CLOSE/MOD THICK

CLOSE/THIN

6490.48


4

N

VAL

UE


Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER : Split Spoon

DATE START: 6/5/07CASING SIZE: 4" dia. (HW)CASING HAMMER: N/A

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


ATTITUDE

WIDE/THICK


ROCK CORE: 3 7/8-inch dia. (HQ)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

15-30

RQ

D (%

)

>30

DEPTH CASING

1129.65

STABILIZATION TIME


IN SITU PROPERTIES

WEATHERING


NO

TES

HARDNESS

1'-3'

BORING NO. MW-67

>10'

3'-10'

85°-90°

Buchanan, NY



14.36G. SURF. EL.


DATUM: NGVD 1929

DATE

2"-1'

DATE END : 6/26/07

Granular Soils COHESIVE SOILS

33'-48': Facture zone: smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

FZ

FZ

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close, sub horizontal to subvertical, iron-oxide stained joints/ fractures.

FZ

FZ

FZ

FZ

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin to thin, moderately dipping foliation: smooth, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

FZ

FZ

FZ

BORING No. MW-67



FZ

FZ

FZ


FZ

FZ

FZ
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

61 6 11

62 7 4

63 8 0

64 3 R-7 63-68 5/5 100 94 60 0

65 4 1

66 4 1

67 6 3

68 6 1

69 5 R-8 68-73 5/5 100 64 90 2

70 5 8

71 7 6

72 7 7

73 7 1

74 4 R-9 73-78 5/5 100 100 45 0

75 5 1

76 5 0

77 5 0

78 6 0

79 4 R-10 78-83 5/5 100 100 40 0

80 4 1

81 5 1

82 6 0

83 8 0

84 3 R-11 83-88 5/5 100 53 60 1

85 4 3

86 7 4

87 4 5

88 7 7

89 3 R-12 88-91 3/3 100 17 110 12

90 4 7



HARDNOTES:4. Vigorous rapping of drill rod against casing observed during advancement between 61 and 63 feet; pulled drill rod, replaced 10 foot section; no rapping observed during R-7 core sampling.

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin to thin, moderately dipping foliation: smooth to rough, close, sub-horizontal to sub-vertical, slightly weathered joints/ fractures, slick on sides at 81 feet.79.7-80.6': Pitted texture along vertical, healed, calcite mineralized joints/ fractures.

FZ

FZ

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close, sub-vertical to vertical, iron-oxide stained joints/ fractures; few pitted, calcified joints/ fractures.68.9-69.7'-70.5-71.6': Fracture zone: smooth, very close, subvertical to vertical iron-oxide stained joints/ fractures.

58.2-61.1': Fracture zone, smooth, very close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures, slightly pitled discontinuous vugs, healed micro-brecciated zone between 60.9 and 61.1 feet.

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth to rough, very close to close, sub-vertical, iron-oxide stained joints/ fractures.85.8-93': Fracture zone: smooth to rough, very close to close, subvertical, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: one, smooth, moderately close, slightly weathered joint/ fracture.

FZ

FZ

Hard, fresh, gray, fine grained, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close, sub horizontal to subvertical, iron-oxide stained joints/ fractures.

65.9-67.1': Fracture zone: smooth, very close to close, subvertical, iron-oxide stained joints/ fractures.

FZ

FZ

IN SITU PROPERTIES

WEATHERING

5

Frac

ture

d Zo

ne

Obs

erve

d

COHESIVE SOILS

6490.481129.65

NO

TES

14.36

HARDNESS


ROCK CORE: 3 7/8-inch dia. (HQ) DATE END : 6/26/07

1'-3'

BORING NO. MW-67

>10'

55°-85°

MOD CLOSE/MOD THICK

2"-1'

3'-10' WIDE/THICK

85°-90°

CLOSE/THIN


35°-55°

STABILIZATION TIME

DATUM: NGVD 1929


DEPTH CASING

>30

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


Refer to Table 6.1 for Groundwater DataCASING SIZE: 4" dia. (HW)CASING HAMMER: N/A DATE START: 6/5/07


Buchanan, NY


G. SURF. EL.



5°-35°




BORING No. MW-67

PROJECT NO:

10-30

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION


ATTITUDE

VERY CLOSE/VERY THIN<2" (1) 0 0°-5°

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

2-4

4-8

4-10

0-4

HARDNESS NO. PER FTWEATHERING

VERY SOFT

BPF

<2

Granular Soils ROCK CORE CHARACTERISTICS

Hard, fresh, gray, MARBLE, with faint, very thin, moderately dipping foliation: smooth, very close to close, sub-vertical, iron-oxide stained joints/ fractures.

FZ

FZ

FZ
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

91 6

92 R-13 91-93 2/0 0 - 30 14

93 14

94 4 R-1493-94.5 1.5/1 60 0 20 3

95 5 3

96 6 R-1594.5-96.5 2/2 100 40 100 7

97 5 4

98 2 R-1696.5-101.5 5/5 100 0 100 15

99 3 15

100 3 15

101 4 15

102 3 R-17101.5-106.5 5/5 100 18 100 15

103 2 6

104 2 8

105 6 15

106 3 6

107 5 R-18106.5-111.5 5/5 100 24 59 6

108 3 1

109 3 10

110 4 8

111 5 8

112 7 R-19111.5-113.5 2/2 100 0 72 8

113 6 8

114 6 R-20113.5-116.5 3/3 100 39 19 9

115 6 2

116 6 5

117 6 R-21116.5-121.5 5/5 100 38 50 7

118 5 3

119 4 9

120 4 3



HARDNOTES:

NO. PER FTWEATHERINGBPF

FZ

R-19, R-20: Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

0-4

2-4

4-8

VERY CLOSE/VERY THIN<2" (1) 0 <2

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

10-30

15-30

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

85°-90°

CLOSE/THIN

0°-5°

5°-35°

HARDNESS

VERY SOFT



BORING No. MW-67

DATE START: 6/5/07


PROJECT NO:

DATUM: NGVD 1929

DATE

G. SURF. EL.


Buchanan, NY


RQ

D (%

)

N

VAL

UE

CASING SIZE: 4" dia. (HW)CASING HAMMER: N/A


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

>30

DEPTH CASING

NO

TES

6490.481129.65

STABILIZATION TIME



ATTITUDE

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK1'-3'

BORING NO. MW-67

>10'

3'-10'



2"-1'



FZ

FZ

FZ

FZ

JOINT/FRACTURE CHARACTERISTICSROCK CORE CHARACTERISTICS

R-14, R-15: Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

14.36

No Recovery.

FZ

FZ

FZ

HARDNESS

IN SITU PROPERTIES

FZ

FZ

FZ

FZ

FZ

FZ

FZ

FZ


Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide joints/ fractures, healed microbreccia; slightly pitted texture along white healed, calcite mineralized joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide joints/ fractures.96.5-102': Fracture zone: smooth very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide joints/ fractures.103-114.7': Fracture zone: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

FZ

FZ

FZ

FZ
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

121 5 6

122 4 R-22121.5-126.5 5/5 100 27 40 1

123 6 4

124 6 5

125 10 10

126 6 7

127 7 R-23126.5-127.5 1/1 100 0 8

128 6 R-24127.5-131.5 4/4 100 42 40 2

129 5 2

130 5 7

131 6 9

132 7 R-25131.5-136.5 5/5 100 84 45 4

133 3 3

134 4 0

135 4 0

136 6 2

137 7 R-26136.5-141.5 5/5 100 58 60 1

138 4 5

139 5 5

140 5 1

141 4 0

142 7 R-27141.5-146.5 5/5 100 100 43 0

143 5 1

144 5 1

145 6 0

146 5 0

147 6 S-28146.5-151.5 5/1.5 30 30 74 N

148 6 N

149 8 N

150 5 N



HARDNOTES:5. Mechanical discing features observed on pieces of rock core; RQD may not be indicative of in-situ conditions.

N - denotes no data available

137-139.4': Fracture zone: smooth, very close to close, sub-horizontal to moderately dipping, iron-oxide stained joints/ fractures.139.2-143.6': Slightly pitted texture along, white, calcite mineralized joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/ fractures.

R-23, R-24: Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to close, moderately dipping to sub-vertical, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures, trace pitted texture along white, calcite mineralized joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to moderately close, sub-horizontal to moderately dipping, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, sub-horizontal to sub-vertical, iron-oxide stained joints/ fractures.

FZ

FZ

FZ

HARDNESS

14.36

IN SITU PROPERTIES

WEATHERING

6490.48DATUM: NGVD 1929

DATE


COHESIVE SOILS

5

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close, sub-vertical, iron-oxide stained joints/ fractures.




Buchanan, NY



G. SURF. EL.

1'-3'

BORING NO. MW-67


MOD CLOSE/MOD THICK

2"-1'

3'-10'


ATTITUDE

WIDE/THICK


35°-55°

55°-85°

NO

TES

1129.65


>30

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

DATE START: 6/5/07

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER : Split Spoon FOREMAN: Dave Carter



10-30

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

85°-90°

CLOSE/THIN

0°-5°

5°-35°


2-4

4-8

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

4-10

0-4

HARDNESS NO. PER FTWEATHERING

VERY SOFT

BPF

<2

Granular Soils

BORING No. MW-67


































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

151 4 0

152 5 R-29151.5-156.5 5/5 100 100 40 1

153 6 0

154 4 0

155 4 0

156 6 0

157 6 R-30156.5-161.5 5/5 100 91 90 0

158 4 1

159 5 1

160 5 0

161 5 0

162 6 R-31161.5-166.5 5/5 100 100 42 1

163 5 0

164 5 1

165 5 0

166 8 0

167 5 R-32166.5-171.5 5/5 100 100 75 0

168 5 1

169 5 3

170 6 3

171 6 0

172 4 R-33171.5-

175 3.5/3.5 100 90 15 0

173 4 1

174 5 1

175 7 2

176 4 R-34175-180 5/5 100 86 45 1

177 7 1

178 7 0

179 6 1

180 6 0



HARDNOTES:6. RQD affected by one subvertical, slightly weathered, iron-oxide stained joints/ fractures between 180 and 180.9 feet.

WEATHERINGBPF HARDNESS

4-8

(1) 0 <2 VERY SOFT

PROJECT NO:

DATUM: NGVD 1929

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, moderately dipping to sub-vertical, iron-oxide stained joints fractures.166.5-169.9': Fracture zone: smooth, very close to cloase, sub-vertical, iron-oxide stained joints/ fractures.

Buchanan, NY


G. SURF. EL.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, moderately dipping to sub-vertical, iron-oxide stained joints fractures.


30-50 8-15

4-10

0-4

2-4

NO. PER FT

FZ

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints fractures.

(2) 1-2

(3) 3-10

(4) 11-20

10-30

15-30 VERY WIDE/VERY THICK

WIDE/THICK


177.5-178.2': Fracture zone: smooth, very close to moderately close, moderately dipping to sub-vertical, iron-oxide joints/ fractures.


>50

35°-55°

FZ

VERY CLOSE/VERY THIN<2" 0°-5°

5°-35°


SH. 6 of 12BORING LOGBORING No. MW-67Indian Point Energy Center


RQ

D (%

)

N

VAL

UE


ROCK CORE: 3 7/8-inch dia. (HQ)

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

DATE START: 6/5/07CASING SIZE: 4" dia. (HW)CASING HAMMER: N/A

DATE END : 6/26/07


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

>30

DEPTH CASING

6490.481129.65

STABILIZATION TIME




14.36


1'-3'

BORING NO. MW-67

>10'

55°-85°

MOD CLOSE/MOD THICK

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to widely spread, sub-horizontal, slightly weathered, joints fractures; dark gray, irregular, discontinuous inclusions at 151.7'.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, slightly weathered, joints fractures.156.5-160': Dark gray, very thin, discontinuous, silicious-marblized inclusions.

DATE

2"-1'

3'-10'


ATTITUDE

85°-90°

CLOSE/THIN

6

HARDNESS

IN SITU PROPERTIES

Frac

ture

d Zo

ne

Obs

erve

d

NO

TES

FZ

FZ

FZ

FZ

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to widely spread, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints fractures.
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

181 4 R-35180-185 5/5 100 86 10 8

182 5 0

183 6 0

184 6 1

185 6 1

186 4 R-36185-190 5/5 100 88 54 0

187 5 0

188 5 2

189 6 3

190 6 1

191 5 R-37190-195 5/5 100 100 10 0

192 6 0

193 6 0

194 7 0

195 8 0

196 5 R-38195-200 5/5 100 100 82 0

197 8 0

198 7 2

199 8 0

200 11 0

201 5 R-39200-205 5/5 100 90 47 0

202 12 1

203 7 0

204 10 3

205 9 0

206 6 R-40205-210 5/5 100 100 10 0

207 8 1

208 6 1

209 7 0

210 8 0



HARDNOTES:


Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to widely spaced, moderately dipping, slightly weathered joints/ fractures.

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, no apparent joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to moderately close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/ fractures.

180-180.9': Fracture zone: smooth, moderately close, sub-horizontal to vertical, slightly weathered, iron-oxide stained joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to moderately close, sub-horizontal to sub-vertical, slightly weathered joints/ fractures.

14.36

HARDNESS

IN SITU PROPERTIES

WEATHERING



2"-1'

3'-10'


1'-3'

BORING NO. MW-67

>10'

ATTITUDE

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK


85°-90°

CLOSE/THIN


15-30

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

BPF

4-8

CASING SIZE: 4" dia. (HW)CASING HAMMER: N/A DATE START: 6/5/07




PROJECT NO:G. SURF. EL.Buchanan, NYFINAL BORING DEPTH: 350 feetDATUM: NGVD 1929



SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

0°-5°

5°-35°

10-30

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

(2) 1-2

(3) 3-10

(4) 11-20

HARDNESS

VERY SOFT




Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to widely spaced, moderately dipping, slightly weathered, iron-oxide stained joints/ fractures.

0-4

2-44-10

<2

>50

30-50 8-15

>30

BORING No. MW-67


Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to widely spaced, sub-vertical, slightly weathered, iron-oxide stained joints/ fractures.

203.7-204.2': Fracture zone: smooth, very close, sub-vertical, slightly weathered, iron-oxide stained joints/ fracture.

6490.481129.65


NO

TES
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

211 5 R-41210-215 5/5 100 100 50 2

212 7 1

213 7 0

214 8 0

215 8 0

216 5 R-42215-220 5/5 100 100 30 0

217 6 1

218 6 0

219 6 0

220 6 0

221 5 R-43220-225 5/5 100 98 34 0

222 5 0

223 6 2

224 6 3

225 5 0

226 4 R-44225-230 5/5 100 100 23 0

227 5 1

228 5 0

229 6 0

230 6 0

231 5 R-45230-235 5/5 100 100 20 0

232 5 0

233 6 0

234 6 0

235 6 1

236 4 R-46235-240 5/5 100 94 27 1

237 4 1

238 4 2

239 4 0

240 6 0



HARDNOTES:

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to moderately close, moderately dipping to sub-vertical, slightly weathered joint/ fracture.

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, very close to widely spaced, sub-vertical, slightly weathered joints/ fractures;

trace pitted texture along white, calcite mineralized joints/ fractures.

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, one smooth, wide, sub-horizontal joint/ fracture.

217.6-217.9: trace pitted texture along white, calcite mineralized joints/ fractures.

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, one smooth, moderately close to widely spaced, sub-vertical, slightly weathered joint/ fracture.

BPF HARDNESS NO. PER FTWEATHERING

15-30


Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, one smooth, close to widely spaced, moderately dipping, slightly weathered joint/ fracture.

Hard, fresh, gray, fined-grained, MARBLE, with faint, very thin, moderately dipping foliation, one smooth, close to widely spaced, moderately dipping, slightly weathered joint/ fracture.

0-4

2-4

4-8


4-10

10-30

<2 VERY SOFT

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

85°-90°

CLOSE/THIN

0°-5°

5°-35°





14.36 6490.481129.65

G. SURF. EL.

DATE START: 6/5/07


PROJECT NO:

DATUM: NGVD 1929

DATE STABILIZATION TIMEENGINEER: Maurice Ponti

Buchanan, NY

DEPTHN

V

ALU

ECASING SIZE: 4" dia. (HW)CASING HAMMER: N/A


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

>30

55°-85°

MOD CLOSE/MOD THICK


NO

TES

GROUND WATER READINGSFINAL BORING DEPTH: 350 feet

CASING

1'-3'

BORING NO. MW-67

>10'

3'-10' WIDE/THICK

2"-1'



ATTITUDE


35°-55°


HARDNESS

IN SITU PROPERTIES

WEATHERING

BORING No. MW-67

































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

241 4 R-47240-245 5/5 100 100 25 2

242 5 1

243 6 0

244 6 1

245 6 0

246 6 R-48245-250 5/5 100 100 30 0

247 5 0

248 5 3

249 4 0

250 5 0

251 4 R-49250-255 5/5 100 100 32 1

252 4 0

253 5 2

254 2 1

255 4 0

256 5 R-50255-260 5/5 100 100 46 1

257 6 0

258 5 0

259 5 0

260 6 0

261 6 R-51260-265 5/5 100 100 45 0

262 6 0

263 6 0

264 5 3

265 5 0

266 6 R-52265-270 5/5 100 94 10 0

267 6 4

268 6 0

269 5 0

270 5 0



HARDNOTES:


DATUM: NGVD 1929

DATE

14.36

HARDNESS

IN SITU PROPERTIES

WEATHERING

6490.48



2"-1'

3'-10'


1'-3'

BORING NO. MW-67

>10'

ATTITUDE

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK

DEPTH CASING

>30

15-30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE





PROJECT NO:G. SURF. EL.Buchanan, NYFINAL BORING DEPTH: 350 feet

SH. 9 of 12BORING LOGBORING No. MW-67

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

85°-90°

CLOSE/THIN

0°-5°

5°-35°


>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

WEATHERING

0-4

2-44-10

BPF HARDNESS NO. PER FT

4-8


10-30

<2 VERY SOFT


Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to widely spaced, sub-horizontal to sub-vertical, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, moderately dipping to sub-horizontal, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping foliation, smooth, very close to widely spaced, moderately dipping, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping foliation, one smooth, moderately close to widely spaced, sub-vertical, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping foliation, smooth, close to moderately close, sub-horizontal to sub-vertical, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained MARBLE, with faint, very thin, moderately dipping to subvertical foliation, smooth, close, sub-vertical, slightly weathered, joints/ fractures. 246.4-247.4': Vugs along calcified sub-horizontal to sub-vertical, white, mineralized joints/ fractures, approximately 3/8'' to 1/16'' deep.

NO

TES

1129.65

STABILIZATION TIME



































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

271 4 R-53270-275 5/5 100 100 10 0

272 4 0

273 5 0

274 5 0

275 5 0

276 6 R-54275-280 5/5 100 100 25 0

277 5 0

278 5 0

279 4 2

280 5 0

281 4 R-55280-285 5/5 100 100 15 1

282 4 1

283 5 0

284 2 1

285 4 0

286 5 R-56285-290 5/5 100 100 21 0

287 6 1

288 5 1

289 5 0

290 6 0

291 6 R-57290-295 5/5 100 100 29 1

292 6 0

293 6 0

294 5 0

295 5 0

296 6 R-58295-300 5/5 100 100 30 0

297 6 0

298 6 1

299 5 0

300 5 0



HARDNOTES:7. Core barrel jammed inside wireline drill rod, removed drill rods and core barrel, changedwireline from 230 cable to 400 feet long cable, changed cutting bit and rock corecatcher, advanced tools to sample R-54.

4-10

10-30

2-4

4-8

15-30>50

0-4

Granular Soils

VERY CLOSE/VERY THIN<2" (1) 0 <2 VERY SOFT


HARDNESSBPF

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, one smooth, widely spaced, sub-vertical, slightly weathered joints/ fractures.

NO. PER FT

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15



BORING No. MW-67

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)


DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

>30

DEPTH CASING

1'-3'

BORING NO. MW-67


35°-55°

DATE START: 6/5/07

FOREMAN: Dave Carter STABILIZATION TIMEENGINEER: Maurice Ponti

5°-35°



MOD CLOSE/MOD THICK

Buchanan, NY

WEATHERING

1129.65G. SURF. EL.


14.36

GROUND WATER READINGSBORING CO.: Aquifer Drilling and Testing

2"-1'

3'-10'


ATTITUDE

WIDE/THICK 55°-85°

85°-90°

CLOSE/THIN

0°-5°

HARDNESS

IN SITU PROPERTIES

WEATHERING

NO

TES

Frac

ture

d Zo

ne

Obs

erve

d

6490.48



DATUM: NGVD 1929

DATE

7Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, two smooth, close to moderately close, horizontal to sub-vertical, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, smooth, horizontal to moderately dipping, slightly weathered joints/ fractures, trace pitted texture along calcite mineralized joints/ fractures.

PROJECT NO:

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping foliation, no apparent joints/ fractures. 271.7-273.8': trace pitted texture, vugs 1/16 to 3/8'' deep along calcite mineralized joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, close to widely spaced, moderately dipping to sub-horizontal, slightly weathered joints/ fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, one smooth, widely spaced, sub-vertical, slightly weathered joints/ fractures.









































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

301 R-59300-305 5/5 100 100 23 0

302 1

303 0

304 1

305 0

306 3 R-60305-310 5/5 100 100 20 0

307 3 1

308 3 0

309 3.5 1

310 3.5 0

311 3 R-61310-315 100 100 28 0

312 3 0

313 3 1

314 3 0

315 4 0

316 2.5 R-62315-320 100 100 26 0

317 3 2

318 3 1

319 3.5 0

320 4 0

321 3 R-63320-325 100 100 91 0

322 3 1

323 3 1

324 3 0

325 3 0

326 2.5 R-64325-330 100 100 160 0

327 3 0

328 3 3

329 3 1

330 3 1



HARDNOTES:

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, one smooth, widely spaced, sub-horizontal, slightly weathered joint/ fracture, trace pitted texture along calcite mineralized joint/ fracture.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, close to moderately close, moderately dipping to sub-horizontal, slightly weathered joints/ fractures.


DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

IN SITU PROPERTIES

HARDNESS


6490.481129.65

WEATHERING

STABILIZATION TIME


1'-3'

BORING NO. MW-67


ATTITUDE

WIDE/THICK

35°-55°

55°-85°

MOD CLOSE/MOD THICK


DEPTH CASING

>30

DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

DRILLING RIG MODEL: CME 55 Truck rigSAMPLER : Split Spoon DATE



NO

TES


ENGINEER: Maurice PontiFOREMAN: Dave Carter




14.36DATUM: NGVD 1929



BORING No. MW-67

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, two smooth, moderately close, sub-horizontal, slightly weathered joints/ fractures.

85°-90°

CLOSE/THIN

0°-5°

5°-35°2"-1'

3'-10'


>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

15-30

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, two smooth, very close to moderately close, sub-vertical, slightly weathered joints/ fractures.

0-4

2-4

4-8


4-10

10-30

<2 VERY SOFT

ROCK CORE CHARACTERISTICSBPF HARDNESS NO. PER FTWEATHERING

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, two smooth, widely spaced, moderatelyjoints/ fractures, trace pitted texture along calcite mineralized joints/fractures.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, two smooth, close to moderately close, moderately dipping to sub-vertical, slightly weathered joints/ fractures,
































NORTH:EAST:

1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R

331 2 R-65330-335 100 86 190 2

332 3 0

333 3 6

334 3.5 4

335 5 0

336 3 R-66 5/5 100 96 158 0

337 4 2

338 4 1

339 4 0

340 4 0

341 2 R-67 5/5 100 0 169 10

342 2.5 8

343 3 8

344 3 12

345 4 12

346 3 R-68 5/5 100 100 156 1

347 3 0

348 3 0

349 3 0

350 3.5 0

351

352

353

354

355

356

357

358

359

360



HARDNOTES:8. Waterloo multi-level sampling system installed within the borehole (refer to installation log for details); 2-foot by 2-foot by 2-foot well vault installed within concrete, flush with the ground surface.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/ fractures.

332.5-333.2': Fracture zone: smooth, very close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/ fractures.331-348': light gray to white healed breccia zone.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, very close to close, horizontal to vertical, slightly weathered, iron-oxide stained joints/ fractures.

340.3-345': Fracture zone: smooth, very close to close, horizontal to vertical, slightly weathered, iron-oxide stained joints/ fractures.

End of Borehole at 350 feet.

Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, smooth, very close to moderately close, moderately dipping to sub-vertical, slightly weathered, iron-oxide stained joints/ fractures.

Hard, fresh, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, one, close to widely spaced, horizontal, slightly weathered joint/ fracture.

BPF HARDNESS NO. PER FT


0-4

2-4

4-8

VERY CLOSE/VERY THIN<2" (1) 0 <2 VERY SOFT

4-10

10-30

WEATHERING


ATTITUDE

>50

(2) 1-2

(3) 3-10

(4) 11-2030-50 8-15

15-30

DR

ILLI

NG

FLU

IDS

LOST

(G

ALLO

NS)

SAMPLE DESCRIPTION

Frac

ture

d Zo

ne

Obs

erve

d

85°-90°

CLOSE/THIN

0°-5°

5°-35°




BORING No. MW-67

DATE START: 6/5/07


PROJECT NO:

DATUM: NGVD 1929

DATE STABILIZATION TIMEENGINEER: Maurice Ponti

Buchanan, NY


RQ

D (%

)

N

VAL

UE



DEP

TH (F

T)

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

. / R

EC.(F

T/FT

)

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH (F

T)

TOTA

L C

OR

E R

EC (%

)

>30

DEPTH CASING

14.36

NO

TES

GROUND WATER READINGSFINAL BORING DEPTH: 350 feet

WIDE/THICK


35°-55°

55°-85°

MOD CLOSE/MOD THICK1'-3'

BORING NO. MW-67

>10'

3'-10'

2"-1'



8

FZ

FZ

6490.481129.65


HARDNESS

IN SITU PROPERTIES

WEATHERING


G. SURF. EL.









































1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:1. Borehole advanced using 5 7/8" diameter tricone roller bit between 0 and 10 feet b/g. Current nominal ground surface elevation is 77.5 feet.2. 6-inch diameter (SW) casing installed and grouted between 0 and 10 feet b/g.3. 4-inch diameter FLUTE LINER installed between 2 and 90 feet b/g inside adjacent well MW-30.4. Borehole advanced from 10 to 140 feet using a 5 7/8-inch diameter rollerbit. No samples taken.5. Drilling Parameters: RPM 1350; Roller Bit Pressure 550 psi; 2nd gear between 8 and 24 feet b/g.6. Drilling Parameters: RPM 1550; Roller Bit Pressure 550 psi; 2nd gear between 24 and 28 feet b/g.

BORING NO. RW-1

(No soil samples taken, cuttings observed to consist of granular fill)

Top of concrete at 8 feet

20

19

18

3, 417

16

1, 215

14

13

12

11

630 4

Bedrock29 3

Top of Bedrock at 27.7 feet28 3

27 4

526 4

25 4

24 4

23

22

21

9

8

7

6

3

4

5

1

2

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BORING CO.: ADT

CASING HAMMER: N.A.

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

BORING LOG


ENGINEERS: Anton Gallas, Sara CovelliDATE


approx 79 feet1

604879.15

STABILIZATION TIME

1'-3'

BORING NO. RW-1

85°-90°


Wide/Thick

35°-55°

55°-85°

Mod Close/Mod Thick


G. SURF. EL.NGVD 29

NO

TES


463006.84

HARDNESS

IN SITU PROPERTIES

WEATHERING

DEPTH CASING

Very Wide/Very Thick>50

ATTITUDE

4-8

>30

>10'

DATUM

DATE START: 7/17/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'

3'-10'


PROJECT NO: 41.0017869.10

SH. 1 OF 5

SAMPLER: Drilling Rig CME L55 Track RigSAMPLER HAMMER: N.A.

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE

ROCK CORE: N.A. DATE END : 7/28/06

SAMPLE DESCRIPTION

30-50 8-15

10-30

15-30

(3) 2-10

(4) 10-20

0°-5°

5°-35° (2) 1-2

Very close/Very thin

Close/Thin

<2"


<2

NO. PER FT

(1) 0

10

4-10


GRANULAR SOILS

2-4

COHESIVE SOILS

VERY SOFT0-4

WEATHERINGBPF

Concrete





1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:7. Bedrock encountered at approximately 27.7 feet b/g.

10. Drilling parameters: 1450 RPM, Roller Bit Pressure 900 psi, 2nd gear between 50 and 60 feet b/g.

Bedrock

8. Used approximately 5 gallons of drilling fluid (tap water) between 30 and 47 feet b/g.

0-4

4-10


40 11

WEATHERINGBPF

<2 VERY SOFT



Close/Thin

0°-5°

5°-35°

Mod Close/Mod Thick

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

10-30

3'-10'

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

N

VAL

UE HARDNESS

IN SITU PROPERTIES

WEATHERING

approx 79 feet1PROJECT NO: 41.0017869.10

SH. 2 OF 5 BORING LOGBORING NO. RW-1


DATE END : 7/28/06

SAMPLE DESCRIPTION

DEP

TH (F

T)

BLO

WS

/ 6 IN

CH

DATUM

DATE START: 7/17/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'



ROCK CORE: N.A.

Wide/Thick

Very Wide/Very Thick

ATTITUDE

4-8

>30

DEPTH CASING


G. SURF. EL.NGVD 29

NO

TES


463006.84604879.15

STABILIZATION TIME



<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

BORING NO. RW-1

85°-90°

35°-55°

55°-85°

>10'

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BORING CO.: ADT

33

GRANULAR SOILS

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

34

35

8


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

18

18

17

15

31

32 7

36 17

37 15

38 14

39 12

51 14

52 15

53 13

54 11

55 8 10

56 10

57 9

58 11

59 10

60 11

41 13

42 12

43 16

44 15

45 14

46 9

47 10 8

48 10

49 10

50 9 9









1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:11. Drilling parameters: 1450 RPM, Roller Bit Pressure 700 psi, 2nd gear between 62 and 69 feet b/g.

13. Drilling parameters: 1450 RPM, Roller Bit Pressure 900 psi, 2nd gear between 73 and 81 feet b/g.14. Drilling parameters: 1450 RPM, Roller Bit Pressure 1000 psi, 2nd gear between 81 and 90 feet b/g.

4

4

80 8

79 6

378 5

477 5

476 7

75 5

74 3

1373 12

72 7

71 10

590 7

589 7

488 6

687 7

486 6

14

12

5

<1

8

3

5

1

4

85 7

4

84 8

5

83 6

82 7

3

81 6

8

6

69 9

2

68 9

9

67 8

66 10

7

11

4

765

10

9

10

7

11

61

62

63

64

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH


SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BORING CO.: ADT


BORING LOG




approx 79 feet1

SH. 3 OF 5


1'-3'

BORING NO. RW-1

85°-90°>10'


G. SURF. EL.NGVD 29

NO

TES

IN SITU PROPERTIES

WEATHERING

463006.84604879.15



CASING HAMMER: N.A.

<2"

HARDNESS

GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS ATTITUDE

4-8

>30

VERY SOFT

3'-10' 8-15

DATUM

DATE START: 7/17/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'


SAMPLER: Drilling Rig CME L55 Track Rig

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

PROJECT NO: 41.0017869.10

BORING NO. RW-1

N

VAL

UE

Wide/Thick


35°-55°

55°-85°

Mod Close/Mod Thick10-30

2-4

15-30

Close/Thin

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50

0°-5°

5°-35°


(1) 0



BPF

<2

5

COHESIVE SOILS

0-4

4-10


7

70

Bedrock








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:15. Drilling parameters: 1450 RPM, Roller Bit Pressure 1000 psi, 2nd gear between 90 and 120 feet b/g.

BORING NO. RW-1

Bedrock

HARDNESS

IN SITU PROPERTIES

WEATHERING

0-4

4-10


4

100

WEATHERINGBPF

<2

5

>10'



Close/Thin

0°-5°

5°-35°

PROJECT NO: 41.0017869.10

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50 8-15

10-30

SH. 4 OF 5


VERY SOFT

DATUM

DATE START: 7/17/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'

3'-10' Wide/Thick


Mod Close/Mod Thick

ATTITUDE

4-8

>30

DEPTH CASING


G. SURF. EL.NGVD 29

NO

TES


463006.84604879.15

STABILIZATION TIMECASING SIZE: 6-inch diameter (SW)CASING HAMMER: N.A.

<2"

2-4

COHESIVE SOILS

15-30

NO. PER FT

(1) 0

1'-3'

BORING NO. RW-1

85°-90°

35°-55°

55°-85°

BORING LOG




approx 79 feet1

BORING CO.: ADT


SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

93


FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH

N

VAL

UE

94

95

8

6

5

6

7

91

92

4

5

4

5

4

15

96 5 5

97 6 5

98 6 4

99 5

7 4

111 6

112 7 4

113 6

114 8

115 7 6

8

4

4

6

5

16

116 8 3

117 7 3

118 6 3

119 5 4

120 5 3

101 5

102 5

103 5

104 6 5

105 5 4

106 5 4

107 6 5

108 6 8

109 6 4

110 7 8

16. Approximately 50 gallons of borehole drilling fluid was replaced with clean drilling water at 112 feet b/g.








1 2 3 4 5 1 2 3 4 5 1 2 3 4 NU

MBE

R



HARDNOTES:17. Borehole flushed with clear water at the bottom of the hole to remove cuttings. Six feet of sediment remained at the bottom of the hole after flushing.18. Borehole left as an open rock well monitoring point. No equipment installed.


5

6

17140 6

139 7

4138 5

4137 5

4136 4

135 7

134 7

133 6

132 6

131 8

150

149

148

147

146

18

8

8

6

4

4

145

144

143

142

4

141

7

8

129 9

6

128 8

4

127 5

126 6

243

4

3

4

3125

6

7

7

7

6

121

122

123

124

FRA

CTU

RE

D Z

ON

E

OB

SE

RV

ED

SAM

PLE

/ CO

RE

NO

.

SAM

PLE

DEP

TH


SAMPLE DESCRIPTION

DEP

TH (F

T)

CAS

ING

(BPF

)/

C

OR

ING

(MIN

/FT)

BORING CO.: ADT


BORING LOG




approx 79 feet1

SH. 5 OF 5


1'-3'

BORING NO. RW-1

85°-90°>10'

G. SURF. EL.NGVD 29

NO

TES

IN SITU PROPERTIES

WEATHERING

463006.84604879.15



CASING HAMMER: N.A.

<2"

HARDNESS

GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS ATTITUDE

4-8

>30

VERY SOFT

3'-10' 8-15

DATUM

DATE START: 7/17/06

Dril

ling

Flui

d Lo

ss

(Gal

lons

)

2"-1'


SAMPLER: Drilling Rig CME L55 Track Rig

BLO

WS

/ 6 IN

CH

SOIL

PEN

. / R

EC.(I

N /

IN)

RO

CK

PEN

./REC

.(FT/

FT)

TOTA

L C

OR

E R

EC (%

)

RQ

D (%

)

PROJECT NO: 41.0017869.10

BORING NO. RW-1

N

VAL

UE

Wide/Thick


35°-55°

55°-85°

Mod Close/Mod Thick10-30

2-4

15-30

Close/Thin

>50

(2) 1-2

(3) 2-10

(4) 10-2030-50

0°-5°

5°-35°


(1) 0



BPF

<2

COHESIVE SOILS

0-4

4-10


4

130

Bedrock







Documents

APPENDIX A – LIMITATIONS