Text

Entergy Pre-Filed Hearing Exhibit ENT00331I, Appendix A- Limitations Through Appendix B - Boring Logs
	ML12089A577
Person / Time
Site:	Indian Point
Issue date:	03/29/2012
From:	; GZA GeoEnvironmental
To:	; Atomic Safety and Licensing Board Panel
	SECY RAS
Shared Package
ML12089A575	List: ML12089A576; ML12089A577; ML12093A202;
References
	RAS 22127, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01
	Download: ML12089A577 (164)
	v • d • e

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 are approximate 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. Schipper COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 1

5 4

R1 5-10 5.0/5.0 100 100 0

5 0

4 1

10 4

0 3

R2 10-15 5.0/5.0 100 100 0

4 1

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 HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 feet Entergy Nuclear Northeast 41.0017869.00 Indian 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 DRILLING FLUID LOSS (GALLONS)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT) 35°-55° 55°-85°

>10' ANGLE SPACING/THICKNESS

<2" 0°-5° TOTAL CORE REC (%)

DRILLING RIG MODEL: CME L55 Track Rig BLOWS / 6 INCH ROCK CORE: 3 7/8-inch diameter (HQ)

CASING HAMMER: N.A.

DEPTH (FT)

CORING (MIN/FT)

N VALUE 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 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

>50 30-50 8-15 2-4 COHESIVE SOILS RQD (%)

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 FT HARDNESS 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 FRACTURED ZONE OBSERVED HARDNESS Refer to Table 6.1 for Groundwater Data NOTES DATE NO. OF FRACTURES PER FOOT BORING CO.: Aquifer Drilling and Testing IN SITU PROPERTIES WEATHERING ENGINEER: Anton Gallas/Maurice Ponti DATE START: 11/9/05 FOREMAN: Doug Wood see below for values see below for values see below for values

SH. 2 of 3 Reviewed by: M.A. Ponti, Jr - D. Schipper COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

45 4

1 4

R9 45-50 5.0/5.0 100 92 2

4 0

50 4

0 3

R10 50-55 5.0/5.0 100 100 1

4 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 VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Entergy Nuclear Northeast Buchanan, NY G. SURF. EL.

51.7 feet 462996.83 PROJECT NO:

41.0017869.00 FINAL BORING DEPTH 61 feet 604885.30 DATUM:

NGVD 1929 FRACTURED ZONE OBSERVED FZ FZ DEPTH Refer to Table 6.1 for Groundwater Data CASING NOTES WEATHERING NO. OF FRACTURES PER FOOT 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 JOINT/FRACTURE CHARACTERISTICS 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 DRILLING FLUID LOSS (GALLONS)

DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

BORING LOG ENGINEER: Anton Gallas/Maurice Ponti DATE GROUND WATER READINGS FOREMAN: Doug Wood TIME STABILIZATION TIME BORING CO.: Aquifer Drilling and Testing BORING No. MW-30 Indian 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' ROCK CORE CHARACTERISTICS CASING SIZE: 4-inch diameter (HW)

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

DATE END : 11/11/05 SAMPLE DESCRIPTION BPF

<2 0-4 1'-3' GRANULAR SOILS BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>10' HARDNESS VERY SOFT

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 ANGLE SPACING/THICKNESS 0°-5° 5°-35° 2"-1' 4-10 10-30 WEATHERING see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

SH. 3 of 3 Reviewed by: M.A. Ponti, Jr - D. Schipper COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

R12 60-61 1.0/1.0 100 100 2

65 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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-30 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 41.0017869.00 51.7 feet 462996.83 G. SURF. EL.

55°-85° 35°-55° MW-30 ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS 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 CHARACTERISTICS HARDNESS WEATHERING GRANULAR SOILS 0-4 4-10

<2 COHESIVE SOILS BPF 30-50 8-15 BORING LOG PROJECT NO:

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

R12: Hard, fresh, fine grained, white MARBLE with faint, very thin, sub-vertical foliation: smooth, close, sub-vertical, iron-oxide stained DRILLING FLUID LOSS (GALLONS)

FRACTURED ZONE OBSERVED NOTES WEATHERING NO. OF FRACTURES PER FOOT 2-4

>30 10-30

>50 15-30 61 feet TIME GROUND 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.

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

DATE END : 11/11/05 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION RQD (%)

N VALUE FOREMAN: Doug Wood DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

CASING HAMMER: N.A.

BORING CO.: Aquifer Drilling and Testing ENGINEER: Anton Gallas/Maurice Ponti DATE START: 11/9/05 CASING SIZE: 4-inch diameter (HW)

Refer to Table 6.1 for Groundwater Data DEPTH (FT)

CORING (MIN/FT) see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

7 R1 6-10 5.0/5.0 100 63 0

6.5 4

5 10 10 4

9 5

2 4.5 R2 11-15.6 4.6/4.6 100 4

4 2

4 3

15 5

1 1

4 R3 15.6-20.6 5.0/4.9 98 3

5 3

5 2

20 4.5 3

5.5 7

4.5 R4 20.6-25.6 5.0/5.0 100 76 1

4 3

4.5 1

25 5

0 9

4 R5 25.6-30.4 4.8/4.6 96 83 2

4 2

3.5 2

30 5

2 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 a the excavation sidewalls. Current Ground Surface Elevation is 77.45 fee

2. Slight loss of drilling fluid at approx. 17 feet

3. 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 moderately close, 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 CHARACTERISTICS GRANULAR SOILS BPF

<2 HARDNESS VERY SOFT 2-4 COHESIVE SOILS 0°-5° 5°-35° SPACING/THICKNESS ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 12/20/05 BORING CO.: Aquifer Drilling and Testing

>50 30-50 8-15 10-30 JOINT/FRACTURE CHARACTERISTICS PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast Boring No. MW-31 DATUM DATE START: 12/14/05 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' WIDE DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

ATTITUDE 4-8

>30 DEPTH CASING STABILIZATION TIME NO. OF FRACTURES PER FOOT 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 READINGS FOREMAN: Doug Wood 79.74 feet SH. 1 OF 3 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

G. SURF. EL.

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DATE NOTES Buchanan, NY Refer to Table 6.1 for Groundwater Data IN SITU PROPERTIES WEATHERING 462969.84 6

DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH FZ TOTAL CORE REC (%)

RQD (%)

N VALUE SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

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 see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

4. Wire line casing was removed and core bit was sharpened between R-7 and R-8

5. 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 4

37.4-40.4 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 stained joints/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 DEPTH (FT)

CORING (MIN/FT)

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

DATE END : 12/20/05 BORING CO.: Aquifer Drilling and Testing SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION BORING LOG FINAL BORING DEPTH: 90 feet ENGINEER: Patrick Mahon GROUND WATER READINGS FOREMAN: Doug Wood 79.74 feet Boring No. MW-31 462969.84 604924.22 BORING NO.

MW-31 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

<2" 2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 DEPTH CASING ATTITUDE 4-8

>30 DATUM DATE START: 12/14/05 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' Wide NOTES SH. 2 of 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

PROJECT NO:

41.0017869.00 FRACTURED ZONE OBSERVED DATE STABILIZATION TIME NO. OF FRACTURES PER FOOT G. SURF. EL.

NGVD 1929 Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>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 ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS VERY WIDE 4-10 10-30 WEATHERING BPF

<2 VERY SOFT HARDNESS 0-4 ROCK CORE CHARACTERISTICS GRANULAR SOILS 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, slightly weathered, iron-oxide stained joints/fractures; 55.6' -57.0': Slightly weathered, pitted texture.

5 0

0 2

1 0

2 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

7. Complete loss of drilling fluid while coring between approximately 70.5ft and 90 f

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 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.

462969.84 604924.22 0-4 4-10 10-30 WEATHERING BPF

<2 HARDNESS VERY SOFT GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 WEATHERING Wide WIDE VERY WIDE 0°-5° 5°-35° 8

35°-55° 55°-85° PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE HARDNESS IN SITU PROPERTIES SH. 3 of 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

DATUM DATE START: 12/14/05 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' Very Wide Mod Close ROCK CORE CHARACTERISTICS ATTITUDE 4-8

>30 FRACTURED ZONE OBSERVED

<2" 2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 1'-3' BORING NO.

MW-31 85°-90°

>10' BORING LOG FINAL BORING DEPTH: 90 feet ENGINEER: Patrick Mahon GROUND WATER READINGS FOREMAN: Doug Wood 79.74 feet Boring No. MW-31 G. SURF. EL.

NGVD 1929 DATE DEPTH (FT)

CORING (MIN/FT)

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

SAMPLE / CORE NO.

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

DATE END : 12/20/05 BORING CO.: Aquifer Drilling and Testing STABILIZATION TIME NO. OF FRACTURES PER FOOT DEPTH Refer to Table 6.1 for Groundwater Data CASING NOTES 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 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 plac between 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 DRILLING FLUID LOSS (GALLONS)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

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

CASING SIZE: 4-inch diameter (HW)

DATE START: 12/21/05 ENGINEER: Anton Gallas/Maurice Ponti SAMPLE / CORE NO.

SAMPLE DEPTH 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.

JOINT/FRACTURE CHARACTERISTICS Top of Bedrock at 6.5 feet FZ

>10' FZ 41.0017869.10 Indian Point Energy Center Entergy Nuclear Northeast SAMPLE DESCRIPTION G. SURF. EL.

CASING HAMMER: N.A.

DRILLING RIG MODEL: CME L55 Track Rig DATE END : 1/10/06 DATE SH. 1 OF 7 BORING LOG 462953.48 PROJECT NO:

604876.03 78.90 feet (No Soil Samples Taken)

FOREMAN: D. Wood BORING CO.: ADT STABILIZATION TIME GROUND WATER READINGS 200 Buchanan, NY FINAL BORING DEPTH (FT)

BORING No. MW-32 55°-85° NOTES 4-8 IN SITU PROPERTIES WEATHERING

<2" 35°-55° 2"-1' HARDNESS

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 15-30 10-30 Refer to Table 6.1 for Groundwater Data 0°-5° 5°-35° NO. PER FT (1) 0 ATTITUDE NO. OF FRACTURES PER FOOT Reviewed By: M.A. Ponti, Jr. - D.Schipper 0-4 SPACING/THICKNESS SAMPLER HAMMER: N.A.

FRACTURED ZONE OBSERVED 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.

DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT) see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

2. Complete loss of drilling fluid from 49 to 50 feet

3. 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.

ROCK CORE CHARACTERISTICS 2-4 COHESIVE SOILS 30-50 8-15

>50 10-30 WEATHERING BPF

<2 HARDNESS SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE SAMPLER HAMMER: N.A.

PROJECT NO:

FOREMAN: D. Wood DRILLING RIG MODEL: CME L55 Track Rig BORING CO.: ADT GROUND WATER READINGS 462953.48 604876.03 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' (2) 1-2 (3) 2-10 (4) 10-20 1'-3'

>10' ATTITUDE 4-8

>30 ANGLE SPACING/THICKNESS 0°-5° 5°-35°

<2" 15-30 NO. PER FT (1) 0 VERY SOFT MW-32 BORING NO.

85°-90° 55°-85° 35°-55° CASING(BPF)/

CORING (MIN/FT)

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.

SAMPLE / CORE NO.

SAMPLE DEPTH 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.

BLOWS / 6 INCH FZ FZ G. SURF. EL.

SH. 2 of 7 41.0017869.10 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-32 Reviewed By: M.A. Ponti, Jr. - D.Schipper DEPTH CASING 78.90 feet Buchanan, NY FINAL BORING DEPTH (FT) 200 STABILIZATION TIME ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 1/10/06 DATE CASING SIZE: 4-inch diameter (HW)

ENGINEER: Anton Gallas/Maurice Ponti Refer to Table 6.1 for Groundwater Data CASING HAMMER: N.A.

DATE START: 12/21/05 DEPTH (FT)

SAMPLE DESCRIPTION FRACTURED ZONE OBSERVED IN SITU PROPERTIES NO. OF FRACTURES PER FOOT HARDNESS WEATHERING NOTES see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

70 3

0 3

R13 71-76 5.0/5.0 100 100 0

3 0

75 3

1 3

R14 76-81 5.0/5.0 100 100 0

4 1

4 0

80 3

0 4

R15 81-86 5.0/5.0 100 100 0

4 0

3 1

85 3

0 3

R16 86-91 5.0/5.0 100 66 1

3 13 3

2 3

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

FRACTURED ZONE OBSERVED NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING NOTES 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 FZ FZ 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.

ROCK CORE CHARACTERISTICS BORING LOG FINAL BORING DEPTH (FT)

ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: D. Wood 604876.03 Buchanan, 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 Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

CASING HAMMER: N.A.

DATE START: 12/21/05 DRILLING FLUID LOSS (GALLONS)

CASING SIZE: 4-inch diameter (HW)

SAMPLE / CORE NO.

SH. 3 of 7 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

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

SAMPLE DEPTH N VALUE DATE END : 1/10/06 DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 15-30 2-4 0-4 4-10 10-30 ANGLE SPACING/THICKNESS 0°-5° 5°-35° WEATHERING 35°-55°

<2 BORING No. MW-32 FZ FZ Refer to Table 6.1 for Groundwater Data DATE Reviewed By: M.A. Ponti, Jr. - D.Schipper PROJECT NO:

41.0017869.10 CASING see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 90 3

2 3

R17 91-96 5.0/5.0 100 100 0

3 0

95 3

0 4

1 3

R18 96-101 5.0/5.0 100 100 0

3 0

100 3

0 3

R19 101-106 5.0/5.0 100 100 0

3 0

105 3

0 4

0 3

R20 106-111 5.0/5.0 100 100 0

3 0

110 3

0 3

R21 111-116 5.0/5.0 100 100 0

3 0

3 2

115 3

0 3

R22 116-121 5.0/5.0 100 100 0

4 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

4) No drililng fluid return from 113 to 114 feet JOINT/FRACTURE CHARACTERISTICS 0-4 ANGLE BPF NO. PER FT (1) 0 COHESIVE SOILS HARDNESS 0°-5° SH. 4 of 7 462953.48 TOTAL CORE REC (%)

RQD (%)

200 604876.03 NO. OF FRACTURES PER FOOT WEATHERING Buchanan, NY HARDNESS (2) 1-2 R18: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R19: 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.

ROCK CORE CHARACTERISTICS VERY SOFT BORING CO.: ADT Indian Point Energy Center Entergy Nuclear Northeast DEPTH (FT)

DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

SAMPLE / CORE NO.

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

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

BLOWS / 6 INCH 1'-3' R20: Hard, fresh, fine grained, gray MARBLE, with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

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.

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

N VALUE DATE START: 12/21/05 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 FRACTURED ZONE OBSERVED

<2" IN SITU PROPERTIES NOTES CASING(BPF)/

CORING (MIN/FT)

>10' SAMPLE DESCRIPTION DRILLING FLUID LOSS (GALLONS)

DATE END : 1/10/06 BORING LOG FINAL BORING DEPTH (FT)

ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: D. Wood G. SURF. EL.

BORING No. MW-32 Refer to Table 6.1 for Groundwater Data DATE 78.90 feet Reviewed By: M.A. Ponti, Jr. - D.Schipper PROJECT NO:

STABILIZATION TIME DEPTH CASING 41.0017869.10 see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 120 4

0 3

R23 121-126 5.0/5.0 100 100 0

2 1

3 0

125 3

0 3

R24 126-131 5.0/5.0 100 100 0

2 0

2 2

130 3

1 3

0 2.5 R25 131-136 5.0/5.0 100 90 1

3 1

3.5 0

135 6

4 3

1 3

R26 136-141 5.0/5.0 100 88 2

3 0

3 1

140 3

3 3

1 3

R27 141-146 5.0/5.0 100 100 1

3 0

3 1

145 3

0 3

R28 146-151 5.0/5.0 100 100 0

3 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

PROJECT NO:

Buchanan, NY BORING CO.: ADT CASING(BPF)/

CORING (MIN/FT)

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

DATE END : 1/10/06 DEPTH (FT)

CASING HAMMER: N.A.

SAMPLE / CORE NO.

NO. OF FRACTURES PER FOOT G. SURF. EL.

462953.48 604876.03 NOTES WEATHERING STABILIZATION TIME 200 BORING LOG FINAL BORING DEPTH (FT)

ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: D. Wood 78.90 feet FRACTURED ZONE OBSERVED 85°-90° 35°-55° COHESIVE SOILS 15-30 NO. PER FT (1) 0

<2 VERY SOFT WEATHERING HARDNESS R27: Hard, fresh, fine grained, white MARBLE, with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-vertical, iron-oxide stained joints/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.

ROCK CORE CHARACTERISTICS 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 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

Indian Point Energy Center Entergy Nuclear Northeast DATE START: 12/21/05 DRILLING FLUID LOSS (GALLONS)

SAMPLE DESCRIPTION CASING SIZE: 4-inch diameter (HW)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 30-50 8-15 10-30 4-10 2-4 0-4 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS 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.

FZ FZ Reviewed By: M.A. Ponti, Jr. - D.Schipper BORING No. MW-32 Refer to Table 6.1 for Groundwater Data DATE 41.0017869.10 DEPTH see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 150 3

1 2.5 R29 151-156 5.0/5.0 100 100 0

2.5 0

3.5 1

155 3

0 3

R30 156-161 5.0/5.0 100 100 0

3 0

160 3

0 3

1 2.5 R31 161-166 5.0/5.0 100 100 1

3 1

3.5 0

165 3

0 3

0 2.5 R32 166-171 5.0/5.0 100 100 0

2.5 0

3 0

170 2.5 0

2.5 0

3 R33 171-176 5.0/5.0 100 100 1

2.5 1

175 2.5 0

2.5 0

3 R34 176-181 5.0/5.0 100 72 FZ 4

3 FZ 2

3.5 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

>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' DRILLING RIG MODEL: CME L55 Track Rig 200 462953.48 604876.03 G. SURF. EL.

BORING CO.: ADT FINAL BORING DEPTH (FT) 78.90 feet SH. 6 of 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

41.0017869.10 BORING No. MW-32 Reviewed By: M.A. Ponti, Jr. - D.Schipper ENGINEER: Anton Gallas/Maurice Ponti (1) 0 GROUND WATER READINGS IN SITU PROPERTIES WEATHERING STABILIZATION TIME HARDNESS NO. OF FRACTURES PER FOOT ATTITUDE SAMPLER HAMMER: N.A.

ROCK CORE CHARACTERISTICS VERY SOFT WEATHERING BPF RQD (%)

N VALUE 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.

DATE START: 12/21/05 DRILLING FLUID LOSS (GALLONS)

CASING HAMMER: N.A.

15-30 NO. PER FT

>30 DEPTH CASING ANGLE SPACING/THICKNESS 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 NOTES 85°-90° 3'-10' 0°-5° JOINT/FRACTURE CHARACTERISTICS 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 DEPTH (FT)

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

DATE END : 1/10/06 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 CASING(BPF)/

CORING (MIN/FT)

BLOWS / 6 INCH TOTAL CORE REC (%)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH Refer to Table 6.1 for Groundwater Data DATE see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 180 3.5 1

2 R35 181-186 5.0/5.0 100 94 1

2.5 FZ 2

2.5 0

185 3

1 3

0 3

R36 186-191 5.0/5.0 100 100 0

2.5 0

3 0

190 3

0 3

1 2.5 R37 191-196 5.0/5.0 100 100 1

2 0

195 2.5 0

2 0

2 R38 196-200 4.0/4.0 100 100 0

2 0

3 1

200 2.5 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THIN MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 Refer to Table 6.1 for Groundwater Data FRACTURED ZONE OBSERVED DATE END : 1/10/06 SAMPLE DESCRIPTION DATE START: 12/21/05 Buchanan, NY G. SURF. EL.

NO. OF FRACTURES PER FOOT 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 VALUE 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 ANGLE SPACING/THICKNESS 0°-5°

<2" NO. PER FT WEATHERING 5°-35° NOTES HARDNESS IN SITU PROPERTIES WEATHERING JOINT/FRACTURE CHARACTERISTICS ATTITUDE DEPTH CASING

>30 2"-1' 3'-10' DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

DRILLING FLUID LOSS (GALLONS)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

SAMPLE / CORE NO.

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

DEPTH (FT)

RQD (%)

FOREMAN: D. Wood CASING(BPF)/

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

BPF

<2 ENGINEER: Anton Gallas/Maurice Ponti 2-4 SH. 7 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO: 41.0017869.10 BORING No. MW-32 Reviewed By: M.A. Ponti, Jr. - D.Schipper BORING CO.: ADT

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 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 200 FINAL BORING DEPTH (FT)

STABILIZATION TIME GROUND WATER READINGS 604876.03 78.90 feet see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

DATUM: NGVD 1929 EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE Very close/Very thin HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE Close/Thin SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE Mod Close/Mod Thick MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT Wide/Thick SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH Very Wide/Very Thick VERTICAL HARD NOTES:

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 gro

2. 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 to thin, sub-vertical foliation: smooth to rough, close to moderately close, sub horizontal, iron-oxide stained joints/fractures.

SAMPLE DESCRIPTION (No Soil Samples Taken)

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 ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood 18.88 feet CASING SIZE: 4-inch diameter (HW)

SH. 1 of 1 NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED 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 ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 12/12/05 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

GRANULAR SOILS DRILLING FLUID LOSS (GALLONS) 10-30 WEATHERING 4-8 CASING HAMMER: N.A.

DEPTH (FT)

CORING (MIN/FT)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE BLOWS / 6 INCH 41.0017869.00 STABILIZATION TIME 462995.54 604767.86 Boring No. MW-33 Reviewed by: M.A. Ponti, Jr. - D. Schipper DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

55°-85°

>50 30-50 8-15 (4) 11-20 3'-10' 15-30 85°-90°

>10' 5°-35° ROCK CORE CHARACTERISTICS HARDNESS 2"-1' (2) 1-2 NO. PER FT (1) 0 ANGLE SPACING/THICKNESS

<2" BPF

<2 VERY SOFT JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS 0°-5° ATTITUDE 0-4 4-10 2

Indian Point Energy Center Entergy Nuclear Northeast HARDNESS IN SITU PROPERTIES PROJECT NO:

Buchanan, NY BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

Refer to Table 6.1 for Groundwater Data DATE NOTES 1

see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH (FT): 30 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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 HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 gro

2. 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'.

ROCK CORE CHARACTERISTICS RQD (%)

ENGINEER: Anton Gallas/Maurice Ponti 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.

DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

GROUND WATER READINGS FOREMAN: Doug Wood BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

FRACTURED ZONE OBSERVED 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 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10'

>10' SAMPLE DESCRIPTION Top of Bedrock at 3.5 feet PROJECT NO:

41.0017869.00 SH. 1 of 1 BORING No. MW-34 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast N VALUE DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 85°-90°

>50 30-50 8-15 3.00 (2) 1-2 (3) 3-10 (4) 11-20 5°-35° 3.00 ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS 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 BORING CO.: Aquifer Drilling and Testing 462976.79 604755.31 IN SITU PROPERTIES WEATHERING DATUM: NGVD 1929 (No Soil Samples Taken)

STABILIZATION TIME NO. OF FRACTURES PER FOOT Refer to Table 6.1 for Groundwater Data DATE HARDNESS NOTES 1

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 gro

2. 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.

2 End of Boring at 30 feet 462962.18 604744.19 DATUM: NGVD 1929 Top of Bedrock at 8 feet 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.

NOTES DATE Refer to Table 6.1 for Groundwater Data SAMPLE DESCRIPTION NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING FRACTURED ZONE OBSERVED 1

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

FZ FZ BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE BORING LOG FINAL BORING DEPTH: 30 feet ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood SH. 1 of 1 Buchanan, NY BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

(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° DRILLING FLUID LOSS (GALLONS)

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

CASING HAMMER: N.A.

DRILLING RIG MODEL: CME LC55 Track Mounted SAMPLER HAMMER: N.A.

DEPTH (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 CHARACTERISTICS HARDNESS ANGLE SPACING/THICKNESS 2"-1' (2) 1-2 NO. PER FT (1) 0 4-10 10-30 WEATHERING BPF

<2 VERY SOFT 0-4 COHESIVE SOILS GRANULAR 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'.

(No Soil Samples Taken)

Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-35 DATE END : 12/6/05 DATE START: 12/5/05 G. SURF. EL.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 bedroc Casing Removed after well completion 11.80 feet Refer to Table 6.1 for Groundwater Data DATUM: NGVD 1929 DATE 463090.60 604657.59 1

<2 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT COHESIVE SOILS 10-30 ANGLE SPACING/THICKNESS 0°-5° 5°-35° WEATHERING

<2" 0-4 NO. PER FT BPF

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 2-4 15-30 4-10 CASING HAMMER: N.A.

BORING CO.: ADT DEPTH (FT)

SAMPLE / CORE NO.

SAMPLE DEPTH Indian Point Energy Center Entergy Nuclear Northeast 41.0017869.00 BORING No. MW-36 PROJECT NO:

DATE START: 1/18/06 DRILLING FLUID LOSS (GALLONS) 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 NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING 35°-55° 55°-85° JOINT/FRACTURE CHARACTERISTICS 1'-3' BORING NO.

MW-36

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

Bottom 10": Fragments of white - gray MARBLE.

BORING LOG FINAL BORING DEPTH: 54 feet ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: D. Wood SH. 1 of 2 SAMPLER: Wireline Core Barrel SAMPLER: Split Spoon GRANULAR SOILS Top of Bedrock at 24 feet 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.

FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION Buchanan, NY ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 1/24/06 CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 6-inch diameter (SW) see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

16 2

17 2

55 3

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 NO. OF FRACTURES PER FOOT G. SURF. EL.

DATUM: NGVD 1929 DATE FRACTURED ZONE OBSERVED 463090.60 604657.59 STABILIZATION TIME NOTES BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 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, gray to 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 stained joints/fractures.

39.5'-40.6': Fracture zone: smooth to rough, very close, sub-horizontal to sub-vertical.

FZ GRANULAR SOILS Buchanan, NY ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 1/24/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH JOINT/FRACTURE CHARACTERISTICS BORING LOG FINAL BORING DEPTH: 54 feet ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: D. Wood 11.80 feet COHESIVE SOILS ROCK CORE CHARACTERISTICS 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 DRILLING FLUID LOSS (GALLONS) 15-30 BPF

<2

>50 (2) 1-2 PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast 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 Barrel SAMPLER: Split Spoon Refer to Table 6.1 for Groundwater Data 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' ANGLE SPACING/THICKNESS 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 2

FZ 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 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

1. Approximately 8-inch-thick void observed beneath the concrete floor slab

2. Drilled to about 5.5 feet with a 3 7/8-inch-diameter roller bit (void encountered by 4.5 and 5.5 feet

3. Spun and washed 4-inch-diamater (HW) casing from 0 to 22 feet and took S-1

4. 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 gro

5. Borehole advanced using fourth gear between 25 and 57 feet b.e.g 2

5 NOTES 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 NO. OF FRACTURES PER FOOT 2"-1' 3'-10' 35°-55° ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 463075.37 604604.87 Refer to Table 6.1 for Groundwater Data FINAL BORING DEPTH: 57 feet DATUM: NGVD 1929 15.02 feet GROUND WATER READINGS 41.0017869.00 SH. 1 of 2 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-37 PROJECT NO:

IN SITU PROPERTIES WEATHERING ROCK CORE CHARACTERISTICS 3

4 HARDNESS

>50 30-50 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

N VALUE

<2 0-4 BPF DATE FOREMAN: 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 FRACTURED ZONE OBSERVED SAMPLE / CORE 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 DK515 SAMPLER HAMMER: N.A ENGINEER: Anton Gallas CASING HAMMER: N.A.

1'-3' GRANULAR SOILS DEPTH (FT)

CORING (MIN/FT)

SAMPLE DEPTH TOTAL CORE REC (%)

RQD (%)

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

DATE END : 1/09/06 SAMPLE DESCRIPTION G. SURF. EL.

DEPTH Drilling Fluid Loss (Gallons)

BORING CO.: Aquifer Drilling and Testing 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 to medium SAND, some rock fragments, little Silt.

Top of Bedrock at 25 feet FZ FZ FZ FZ FZ JOINT/FRACTURE CHARACTERISTICS

<2" see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

6. Lost drilling fluid between 55 and 57 feet

7. 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 DEPTH (FT)

CORING (MIN/FT)

FRACTURED ZONE OBSERVED

>10' VERY WIDE/VERY THICK BORING NO.

85°-90° 1'-3' WIDE/THICK MW-37 35°-55° 55°-85° MOD CLOSE/MOD THICK JOINT/FRACTURE CHARACTERISTICS ATTITUDE ANGLE VERY CLOSE/VERY THIN NOTES STABILIZATION TIME NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING DEPTH CASING

>30

>50 30-50 15-30 8-15 BORING CO.: Aquifer Drilling and Testing DATE START: 1/04/06 Drilling Fluid Loss (Gallons)

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

CASING HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH 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.

ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT 3'-10' (4) 11-20 SPACING/THICKNESS COHESIVE SOILS ENGINEER: Anton Gallas FOREMAN: Dave Carter TOTAL CORE REC (%)

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

DATE Refer to Table 6.1 for Groundwater Data FINAL BORING DEPTH: 57 feet GROUND WATER READINGS PROJECT NO:

DATUM: NGVD 1929 G. SURF. EL.

463075.37 604604.87 SH. 2 of 2 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-37 41.0017869.00 DRILLING RIG MODEL: Davie DK515 SAMPLER HAMMER: N.A BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

RQD (%)

N VALUE BPF

<2 (2) 1-2 (3) 3-10 WEATHERING NO. PER FT (1) 0 0-4 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; see below for values see below for values see below for values see below for values see below for values see below for values

BORING NO.

MW-38 440 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 462505.68 FOREMAN 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 NOTES DEPTH feet B O R I N G L O G GEOTECHNICAL CONSULTANTS GZA GEOENVIRONMENTAL OF NEW YORK Indian 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-38 440 NINTH AVENUE, 18th FLOOR SHEET 2 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 462505.68 FOREMAN 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 (%)

30 S-3 29-31 24/15 3-13 14-18 35 S-4 38-40 24/18 11-13 40 15-27 45 50 55 60 GRANULAR SOILS COHESIVE SOILS NOTES BLOWS/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 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 HSA-Hollow Stem Auger MR-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 YORK Indian Point Energy Center Buchanan, NY Entergy REFER TO TABLE 6.1 FOR GROUNDWATER DATA MRC-Mud Rotary with continuous casing SW-Spin and Wash DEPTH NOTES feet SAMPLE

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 bedro Interface sealed with grout. NA indicates no data available ATTITUDE NO. OF FRACTURES PER FOOT ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS 0°-5° 41.0017869.10 Buchanan, NY 462425.51 604676.87 FINAL BORING DEPTH: 200 feet G. SURF. EL.

81.83 feet DATUM: NGVD 1929 SH. 1 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-39 PROJECT NO:

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N/A ENGINEER: Daniela Bastos/Maurice Ponti (4) 11-20 30-50 8-15 10-30 4-10 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

<2 0-4 BPF VERY SOFT ROCK CORE CHARACTERISTICS HARDNESS 4-8

>30 NOTES DRILLING FLUID LOSS (GALLONS)

ROCK CORE: 3 7/8-inch diameter (HQ) 2-4 DEPTH CASING GROUND WATER READINGS

<2" STABILIZATION TIME SAMPLE DESCRIPTION FOREMAN: Doug Wood BORING 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° DEPTH (FT)

CORING (MIN/FT)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DATE Refer to Table 6.1 for Groundwater Data 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.

Top of Bedrock at 24.5 feet DATE END : 2/10/06 1

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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

4 R8 57-62 5.0/5.0 100 100 0

3 0

60 3

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

462425.51 604676.87 STABILIZATION TIME NO. OF FRACTURES PER FOOT IN SITU PROPERTIES WEATHERING DEPTH (FT)

SAMPLE / CORE 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.

SAMPLE DEPTH (FT)

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.

FRACTURED ZONE OBSERVED 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 FINAL BORING DEPTH: 200 feet ENGINEER: Daniela Bastos/Maurice Ponti GROUND WATER READINGS 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 Testing DATE 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 NOTES SAMPLE DESCRIPTION Refer to Table 6.1 for Groundwater Data HARDNESS (4) 11-20 8-15 ATTITUDE JOINT/FRACTURE CHARACTERISTICS 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.

ANGLE SPACING/THICKNESS WEATHERING NO. PER FT DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

DATE START: 2/1/06 DRILLING FLUID LOSS (GALLONS) 4-8 0-4 4-10 PROJECT NO:

41.0017869.10 BORING No. MW-39 SH. 2 OF 7 Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

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

DATE END : 2/10/06 FOREMAN: Doug Wood CORING (MIN/FT)

GRANULAR SOILS BPF

<2 HARDNESS ROCK CORE CHARACTERISTICS see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R13 82-87 5.0/5.0 100 100 0

3 0

85 4

0 3

0 4

R14 87-92 5.0/5.0 100 82 6

3.5 0

90 4

5 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

2"-1' 462425.51 604676.87 0°-5° HARDNESS IN SITU PROPERTIES WEATHERING R13: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

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) 11-20 30-50 8-15 10-30 2-4 15-30 ANGLE SPACING/THICKNESS

<2" NO. PER FT (1) 0 41.0017869.10 SH. 3 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast 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.

SAMPLE / CORE NO.

PROJECT NO:

N VALUE DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

SAMPLE DEPTH (FT)

DRILLING FLUID LOSS (GALLONS)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N/A FINAL BORING DEPTH: 200 feet DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

4-8

>30 SAMPLE DESCRIPTION NO. OF FRACTURES PER FOOT ATTITUDE 55°-85° 5°-35° 35°-55° NOTES FRACTURED ZONE OBSERVED JOINT/FRACTURE CHARACTERISTICS 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' ENGINEER: Daniela Bastos/Maurice Ponti 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 READINGS STABILIZATION TIME DEPTH CASING ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 2/10/06 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing 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 DATE Refer to Table 6.1 for Groundwater Data 81.83 feet Buchanan, 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.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R17 102-107 5.0/5.0 100 85 1

4.5 0

105 4.5 1

4 5

4 0

3.5 R18 107-112 5.0/5.0 100 100 0

4 0

110 3.5 0

4 0

4 R19 112-117 5.0/5.0 100 82 0

3 0

115 3

4 4

0 4

0 3

R20 117-122 5.0/5.0 100 100 0

3 0

120 3

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

2. RQD affected by one sub-vertical weathered joint/fracture between 99 and 100 feet FZ FZ STABILIZATION TIME NO. OF FRACTURES PER FOOT 2

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

NOTES 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 BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

BORING LOG FINAL BORING DEPTH: 200 feet ENGINEER: Daniela Bastos/Maurice Ponti GROUND WATER READINGS 81.83 feet FOREMAN: Doug Wood SH. 4 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

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 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' SAMPLE DESCRIPTION FRACTURED ZONE OBSERVED CASING HAMMER: N/A HARDNESS IN SITU PROPERTIES WEATHERING Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4-inch diameter (HW)

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

DATE END : 2/10/06

<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.

ANGLE SPACING/THICKNESS ROCK CORE CHARACTERISTICS 0°-5° VERY SOFT 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 85°-90° 0-4 4-10 WEATHERING GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS BORING No. MW-39 DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data PROJECT NO:

41.0017869.10 DEPTH 462425.51 604676.87 CASING see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

0 3

R21 122-127 5.0/5.0 100 95 2

4 0

125 3

0 3

2 3

0 4

R22 127-132 5.0/5.0 100 94 1

3 2

130 3

0 4

1 4

1 3

R23 132-137 5.0/5.0 100 100 0

4 1

135 3

0 3

0 4

R24 137-142 5.0/5.0 100 100 0

4 0

140 4

0 3

1 3

0 3

R25 142-147 5.0/5.0 100 100 2

3 1

145 4

0 4

0 3

R26 147-152 5.0/5.0 100 100 0

3 1

150 4

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

2"-1' 462425.51 604676.87 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 GRANULAR SOILS ROCK CORE CHARACTERISTICS VERY SOFT COHESIVE SOILS BPF

<2 HARDNESS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 2-4 15-30 ANGLE SPACING/THICKNESS

<2" NO. PER FT (1) 0 41.0017869.10 SH. 5 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast 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.

SAMPLE / CORE NO.

PROJECT NO:

N VALUE DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

SAMPLE DEPTH (FT)

DRILLING FLUID LOSS (GALLONS)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N/A FINAL BORING DEPTH: 200 feet DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

4-8

>30 SAMPLE DESCRIPTION NO. OF FRACTURES PER FOOT ATTITUDE 55°-85° 5°-35° 35°-55° NOTES FRACTURED ZONE OBSERVED JOINT/FRACTURE CHARACTERISTICS 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' ENGINEER: Daniela Bastos/Maurice Ponti 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.

GROUND WATER READINGS STABILIZATION TIME DEPTH CASING ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 2/10/06 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing 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 DATE Refer to Table 6.1 for Groundwater Data 81.83 feet Buchanan, 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.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

0 3

R27 152-157 5.0/5.0 100 100 0

2 0

155 4

0 3

1 4

R28 157-162 5.0/5.0 100 100 1

10 1

160 7

0 10 1

10 0

5 R29 162-167 5.0/5.0 100 100 0

4 0

165 5

0 4

0 5

R30 167-172 5.0/5.0 100 100 0

5 1

170 4

1 3

0 4

0 2

R31 172-177 4.0/5.0 80 75 0

3 0

175 3

0 3

0 4

R32 177-182 5.0/5.0 100 100 0

3 0

180 4

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

3. HQ rock coring difficult between 158 and 161 feet b.e.g STABILIZATION TIME NO. OF FRACTURES PER FOOT 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 apparent joints/fractures.

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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.

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

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 FINAL BORING DEPTH: 200 feet ENGINEER: Daniela Bastos/Maurice Ponti GROUND WATER READINGS 81.83 feet Buchanan, NY FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing 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 CHARACTERISTICS ROCK CORE CHARACTERISTICS ANGLE 35°-55° 55°-85° ATTITUDE 4-8

>30 DATE START: 2/1/06 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' SAMPLE DESCRIPTION FRACTURED ZONE OBSERVED CASING HAMMER: N/A SH. 6 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

HARDNESS IN SITU PROPERTIES WEATHERING NOTES Indian Point Energy Center Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4-inch diameter (HW)

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

DATE END : 2/10/06 SPACING/THICKNESS 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 0-4 4-10 WEATHERING GRANULAR SOILS BPF

<2 HARDNESS VERY SOFT BORING No. MW-39 DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data PROJECT NO:

41.0017869.10 DEPTH 462425.51 604676.87 CASING see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

0 3

0 4

R33 182-187 5.0/5.0 100 100 1

3 0

185 3

0 3

R34 187-192 5.0/5.0 100 100 0

3 5

190 3

9 3

1 3

0 4

R35 192-197 5.0/5.0 100 100 0

3 0

195 3

0 4

0 3

R36 197-200 3.0/3.0 100 100 0

4 1

200 4

0 205 210 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 NO. OF FRACTURES PER FOOT 0°-5° HARDNESS IN SITU PROPERTIES WEATHERING ATTITUDE NO. PER FT ROCK CORE CHARACTERISTICS SPACING/THICKNESS VERY SOFT (3) 3-10 10-30 COHESIVE SOILS JOINT/FRACTURE CHARACTERISTICS (1) 0 WEATHERING

<2 HARDNESS ANGLE 3'-10' (2) 1-2 (4) 11-20 2"-1' SH. 7 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-39 PROJECT NO:

41.0017869.10 SAMPLER HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

>50 2-4 0-4 BPF DEPTH (FT) 4-10 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

CORING (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° NOTES BORING NO.

MW-39 GROUND WATER READINGS 4

FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION DEPTH Buchanan, NY ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 2/10/06 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N/A ENGINEER: Daniela Bastos/Maurice Ponti DATE 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.

RQD (%)

N VALUE 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.

DRILLING FLUID LOSS (GALLONS)

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 DATE Refer to Table 6.1 for Groundwater Data G. SURF. EL.

CASING FINAL BORING DEPTH: 200 feet 462425.51 81.83 feet 604676.87 STABILIZATION TIME see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

CASING SIZE: 4-inch diameter (HW)

DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon BORING CO.: Aquifer Drilling and Testing 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.

NOTES DRILLING FLUID LOSS (GALLONS)

DEPTH (FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DATE START: 1/20/06 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

CORING (MIN/FT)

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

DATE END : 1/30/06 N VALUE RQD (%)

SAMPLE DESCRIPTION TOTAL CORE REC (%)

FRACTURED ZONE OBSERVED 2"-1' 3'-10' ROCK CORE CHARACTERISTICS DEPTH CASING 1

ATTITUDE 4-8

>30

>50 30-50 8-15 10-30 15-30 HARDNESS (No Soil Samples Taken)

(4) 11-20 (1) 0 SH. 1 OF 7 461950.51 G. SURF. EL.

BORING LOG Buchanan, NY JOINT/FRACTURE CHARACTERISTICS Indian Point Energy Center Entergy 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 WEATHERING BPF

<2 VERY SOFT 2-4 0-4 IN SITU PROPERTIES NO. OF FRACTURES PER FOOT R3: Hard, fresh to slightly weathered, fine to coarse grained light gray saccheroidal 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 Refer to Table 6.1 for Groundwater Data DATE GROUND WATER READINGS 41.0017869.00 603899.35 PROJECT NO:

74.95 feet STABILIZATION TIME see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

VERY SOFT ROCK CORE CHARACTERISTICS HARDNESS WEATHERING NO. OF FRACTURES PER FOOT 461950.51 603899.35 2-4 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE HARDNESS SH. 2 OF 7 41.0017869.00 BORING LOG 74.95 feet G. SURF. EL.

BORING NO. MW-40 CASING HAMMER: N.A.

COHESIVE SOILS DRILLING FLUID LOSS (GALLONS) 0-4 4-10

<2 BPF DEPTH CASING WEATHERING IN SITU PROPERTIES NOTES

<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 JOINT/FRACTURE CHARACTERISTICS 35°-55° ATTITUDE 55°-85° ANGLE SPACING/THICKNES 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 Data STABILIZATION TIME BORING CO.: Aquifer Drilling and Testing DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon GRANULAR SOILS CORING (MIN/FT)

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

DATE END : 1/30/06 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DEPTH (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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATE START: 1/20/06 ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood 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 FRACTURED ZONE OBSERVED DATUM: NGVG 1929 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

BORING LOG ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood G. SURF. EL.

STABILIZATION TIME SH. 3 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon

>10' BORING NO.

MW-40 85°-90° CASING 2"-1' 3'-10' 1'-3' JOINT/FRACTURE CHARACTERISTICS NO. OF FRACTURES PER FOOT 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 461950.51 603899.35 FRACTURED ZONE OBSERVED NOTES 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° ANGLE SPACING/THICKNES NO. PER FT HARDNESS ROCK CORE CHARACTERISTICS WEATHERING BPF COHESIVE SOILS CASING SIZE: 4-inch diameter (HW)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

BORING CO.: Aquifer Drilling and Testing CASING HAMMER: N.A.

TOTAL CORE REC (%)

RQD (%)

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

DATE END : 1/30/06 SAMPLE DEPTH (FT)

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.

DEPTH (FT)

CORING (MIN/FT)

N VALUE SAMPLE / CORE NO.

SAMPLE DESCRIPTION DRILLING FLUID LOSS (GALLONS)

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 Refer to Table 6.1 for Groundwater Data DATE WEATHERING DATE START: 1/20/06 DEPTH Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW-40 PROJECT NO:

41.0017869.00 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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

R20 101-106 5.0/5.0 100 84 0

0 105 3

0 0

R21 106-111 5.0/5.0 100 100 0

0 110 0

0 0

R22 111-116 5.0/5.0 100 100 0

0 115 0

0 0

R23 116-121 5.0/5.0 100 100 0

0 120 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

BORING LOG ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood G. SURF. EL.

BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

SH. 4 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon 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.

JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNES

<2" GRANULAR SOILS 2"-1' (3) 3-10 (4) 11-20 4-8 COHESIVE SOILS ROCK CORE CHARACTERISTICS 1'-3' NO. PER FT (1) 0 4-10 WEATHERING BPF

<2 VERY SOFT HARDNESS 2-4 0-4 SAMPLE DESCRIPTION NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED 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 sub horizontal, 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 NOTES CASING Refer to Table 6.1 for Groundwater Data STABILIZATION TIME DATE ATTITUDE 55°-85° 0°-5° 3'-10' (2) 1-2 35°-55° 5°-35° BORING NO.

MW-40 85°-90°

>10'

>30 DRILLING FLUID LOSS (GALLONS)

DEPTH (FT)

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

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CORING (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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATUM: NGVG 1929 HARDNESS IN SITU PROPERTIES WEATHERING BORING NO. MW-40 74.95 feet PROJECT NO:

41.0017869.00 461950.51 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 0

R24 121-126 5.0/5.0 100 100 0

1 0

125 0

0 R25 126-131 5.0/5.0 100 100 0

0 0

130 0

0 R26 131-136 5.0/5.0 100 100 0

0 0

135 0

0 R27 136-141 5.0/5.0 100 100 0

0 1

140 0

0 R28 141-146 5.0/5.0 100 100 0

0 1

145 0

0 R29 146-151 5.0/5.0 100 100 0

0 0

150 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

GRANULAR SOILS CASING SIZE: 4-inch diameter (HW)

G. SURF. EL.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DATE START: 1/20/06 DRILLING FLUID LOSS (GALLONS)

DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: 3 7/8-inch diamater (HQ) 1'-3' BORING NO.

MW-40 85°-90° 3'-10' JOINT/FRACTURE CHARACTERISTICS 35°-55° 55°-85° (3) 3-10 (4) 11-20 FRACTURED ZONE OBSERVED DATE END : 1/30/06 NOTES NO. PER FT (1) 0 NO. OF FRACTURES PER FOOT 461950.51 603899.35 GROUND WATER READINGS HARDNESS IN SITU PROPERTIES WEATHERING DEPTH CASING STABILIZATION TIME ATTITUDE 4-8

>30 SH. 5 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon BORING CO.: Aquifer Drilling and Testing 74.95 feet BORING LOG PROJECT NO:

41.0017869.00 Entergy Nuclear Northeast CASING HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 30-50 8-15 10-30 15-30

>10' ANGLE SPACING/THICKNESS 0°-5° 5°-35° 2"-1'

<2" (2) 1-2 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 VERY SOFT 0-4 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 Refer to Table 6.1 for Groundwater Data DATE Indian Point Energy Center ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti FOREMAN: Doug Wood DATUM: NGVG 1929 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 0

R30 151-156 5.0/4.8 96 96 0

0 1

155 0

0 R31 156-161 5.0/5.0 100 100 0

0 0

160 0

0 R32 161-166 5.0/5.0 100 100 0

2 0

165 0

0 R33 166-171 5.0/2.2 44 16 NA NA 7

170 3

1 R34 171-176 5.0/5.0 100 100 0

0 0

175 0

0 R35 176-181 5.0/5.0 100 100 0

0 0

180 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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

JOINT/FRACTURE CHARACTERISTICS 10-30 (3) 3-10 (4) 11-20 0-4 4-10

<2 4-8 (1) 0 VERY SOFT 8-15 0°-5° HARDNESS WEATHERING

<2" NO. PER FT HARDNESS IN SITU PROPERTIES WEATHERING FRACTURED ZONE OBSERVED ATTITUDE ANGLE SPACING/THICKNESS SAMPLER: Split Spoon DATE START: 1/20/06 DRILLING FLUID LOSS (GALLONS)

BORING CO.: Aquifer Drilling and Testing CASING HAMMER: N.A.

CORING (MIN/FT)

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

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

DRILLING RIG MODEL: CME 55 Truck Rig DEPTH CASING 2

2-4 15-30 (2) 1-2

>10'

>50 30-50 N VALUE

>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 ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood CASING SIZE: 4-inch diameter (HW) 74.95 feet STABILIZATION TIME 461950.51 603899.35 SH. 6 OF 7 GRANULAR SOILS Refer to Table 6.1 for Groundwater Data SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DEPTH (FT)

NO. OF FRACTURES PER FOOT RQD (%)

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW-40 G. SURF. EL.

PROJECT NO:

41.0017869.00 FZ FZ DATUM: NGVG 1929 DATE SAMPLE DESCRIPTION NOTES see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH : 200 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 0

R36 181-186 5.0/5.0 100 100 0

0 0

185 0

0 R37 186-191 5.0/5.0 100 100 1

0 0

190 0

1 R38 191-196 5.0/5.0 100 100 0

0 0

195 0

1 R39 196-200 4.0/4.0 100 100 0

0 0

200 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

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

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DATE START: 1/20/06 DRILLING FLUID LOSS (GALLONS)

SAMPLE / CORE NO.

BORING LOG ENGINEER: Anton Gallas/Daniela Bastos/David Winslow/Maurice Ponti GROUND WATER READINGS FOREMAN: Doug Wood CASING SIZE: 4-inch diameter (HW)

G. SURF. EL.

STABILIZATION TIME SH. 7 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon 1'-3' BORING NO.

MW-40 85°-90° 55°-85° DEPTH (FT)

CORING (MIN/FT)

<2" 2-4 COHESIVE SOILS 15-30 (2) 1-2 JOINT/FRACTURE CHARACTERISTICS NO. OF FRACTURES PER FOOT 461950.51 603899.35 DEPTH CASING NOTES ATTITUDE 4-8

>30 2"-1' 3'-10' 35°-55° BORING CO.: Aquifer Drilling and Testing CASING HAMMER: N.A.

Indian Point Energy Center DATE END : 1/30/06 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE Entergy Nuclear Northeast Buchanan, NY

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

>10' ANGLE SPACING/THICKNESS 0°-5° 5°-35° 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 VERY SOFT 0-4 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 Refer to Table 6.1 for Groundwater Data DATE PROJECT NO:

41.0017869.00 74.95 feet DATUM: NGVG 1929 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 1

Top of bedrock at approximately 13 feet.

(No Soil Samples Taken)

NOTES DATUM: NGVG 1929 NO. OF FRACTURES PER FOOT FINAL BORING DEPTH: 65 feet FRACTURED ZONE OBSERVED HARDNESS DEPTH 41.0017869.10 CASING STABILIZATION TIME Refer to Table 6.1 for Groundwater Data IN SITU PROPERTIES WEATHERING (Weathered Bedrock 13 to 15.5 feet) 54.87 feet GROUND WATER READINGS 462318.68 604531.11 CASING HAMMER: N.A.

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

DATE END : 2/23/06 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DEPTH (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' VERY CLOSE/VERY THIN 2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS 5°-35°

<2 35°-55° 85°-90° 55°-85° ANGLE SPACING/THICKNESS 0°-5° 2"-1' 3'-10'

<2" ATTITUDE 4-8

>30 DRILLING FLUID LOSS (GALLONS)

BORING CO.: Aquifer Drilling and Testing FOREMAN: D. Wood CASING SIZE: 4-inch diameter (HW)

DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

SAMPLE DESCRIPTION DATE DATE START: 2/14/06 ENGINEER: D. Bastos Entergy Nuclear Northeast G. SURF. EL.

Buchanan, NY PROJECT NO:

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 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 CORING (MIN/FT)

>50 30-50 8-15 10-30 4-10 0-4 HARDNESS VERY SOFT (3) 3-10 (4) 11-20 SH. 1 OF 3 BORING LOG Indian Point Energy Center BORING NO. MW-41 (2) 1-2 BPF GRANULAR SOILS 15.5-20.5 20.5-25.5 25.5-30.5 ROCK CORE CHARACTERISTICS see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R5 36.0-41.0 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

NO. PER FT JOINT/FRACTURE CHARACTERISTICS 0-4 VERY SOFT SPACING/THICKNESS ATTITUDE BLOWS / 6 INCH BORING NO. MW-41 462318.68 604531.11 41.0017869.10 DATUM: NGVG 1929 PROJECT NO:

Buchanan, NY 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS COHESIVE SOILS Refer to Table 6.1 for Groundwater Data DATE STABILIZATION TIME DRILLING FLUID LOSS (GALLONS)

DATE END : 2/23/06 FOREMAN: D. Wood DATE START: 2/14/06 FRACTURED ZONE OBSERVED 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) 11-20 30-50 8-15 10-30 2-4 4-8 85°-90° HARDNESS IN SITU PROPERTIES WEATHERING 55°-85° 35°-55° ANGLE ROCK CORE: 3 7/8-inch diameter (HQ)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

TOTAL CORE REC (%)

RQD (%)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

DEPTH (FT)

N VALUE G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast

>30 DEPTH CASING NO. OF FRACTURES PER FOOT NOTES 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 FINAL BORING DEPTH: 65 feet ENGINEER: D. Bastos GROUND WATER READINGS 54.87 feet SH. 2 OF 3 BORING CO.: Aquifer Drilling and Testing DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER 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, slightly weathered, 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'.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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

3. 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.

462318.68 604531.11 54.87 feet DATUM: NGVG 1929 NO. OF FRACTURES PER FOOT SAMPLE DEPTH (FT)

CORING (MIN/FT)

DEPTH (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 FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION End of Boring at 65.0'.

NOTES FOREMAN: D. Wood DATE START: 2/14/06 DATE END : 2/23/06 Refer to Table 6.1 for Groundwater Data DATE ENGINEER: D. Bastos GROUND WATER READINGS STABILIZATION TIME DEPTH CASING

<2" SPACING/THICKNESS VERY CLOSE/VERY THIN 55°-85° 3'-10'

>10' 1'-3' BORING NO.

MW-41 85°-90° 35°-55° COHESIVE SOILS 15-30 (1) 0 NO. PER FT JOINT/FRACTURE CHARACTERISTICS ATTITUDE 0°-5° ANGLE 2"-1' 5°-35° HARDNESS IN SITU PROPERTIES WEATHERING 4-8

>30 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

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

N VALUE DRILLING FLUID LOSS (GALLONS)

SAMPLE / CORE NO.

DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

PROJECT NO:

Buchanan, NY Entergy Nuclear Northeast FINAL BORING DEPTH: 65 feet BORING CO.: Aquifer Drilling and Testing SH. 3 OF 3 BORING LOG Indian Point Energy Center BORING NO. MW-41

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 4-10 2-4 WEATHERING BPF VERY SOFT 0-4

<2 ROCK CORE CHARACTERISTICS HARDNESS see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH: 80.0 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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 25 Top of Bedrock at approximately 25 feet 5

R1 26-31 5.0/5.0 100 10 7

5 7

3 3

5 10 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2"VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT

'-10WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<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 Rig SAMPLER HAMMER: Split Spoon N VALUE DATE START: 3/14/06 DRILLING FLUID LOSS (GALLONS)

(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 JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS 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 ROCK CORE: 3 7/8-inch diameter (HQ)

BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.71 feet STABILIZATION TIME CASING SIZE: 4-inch diameter (HW)

DEPTH (FT)

CORING (MIN/FT)

NOTES CASING HAMMER: N.A.

HARDNESS IN SITU PROPERTIES WEATHERING FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

41.0017869.10 462750.33 604857.50 1

NO. OF FRACTURES PER FOOT Refer to Table 6.1 for Groundwater Data BORING NO. MW-42 Indian Point Energy Center DATUM: NGVD 1929 CASING G. SURF. EL.

DEPTH Buchanan, NY DATE FOREMAN: Doug Wood BORING 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) see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH: 80.0 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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 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 BPF DENSITY CONSISTENCY ERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL DIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL ERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Refer to Table 6.1 for Groundwater Data NOTES WEATHERING NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES DATE END : 3/16/06 GRANULAR SOILS SAMPLE DEPTH (FT)

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

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

BORING CO.: Aquifer Drilling and Testing CASING DEPTH DATE BORING LOG 69.71 feet G. 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, very close 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-oxide stained 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 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 DEPTH (FT)

>50 0-4 4-10 FRACTURED ZONE OBSERVED 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 Bastos FOREMAN: Doug Wood CORING (MIN/FT)

SAMPLE / CORE NO.

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

TOTAL CORE REC (%)

RQD (%)

N VALUE DATE START: 3/14/06 DRILLING FLUID LOSS (GALLONS)

DRILLING RIG MODEL: CME L55 Track Rig GROUND WATER READINGS 0°-5° 5°-35° JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS (2) 1-2 2"-1' (1) 0 ATTITUDE (3) 3-10 (4) 11-20 30-50 8-15 10-30 4-8

<2 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF 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 462750.33 604857.50 PROJECT NO:

STABILIZATION TIME FZ FZ Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATUM: NGVD 1929 FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ FZ see below for values see below for values see below for values

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

NORTH:

EAST:

FINAL BORING DEPTH: 80.0 feet 1

2 3

4 5

1 2

3 4

5 1

2 3

4 NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 WEATHERING BPF

<2 VERY SOFT

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 0°-5° 5°-35° ROCK CORE CHARACTERISTICS HARDNESS JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS DATE START: 3/14/06 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' ATTITUDE 4-8

>30 DEPTH CASING STABILIZATION TIME NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING Refer to Table 6.1 for Groundwater Data CASING 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 462750.33 604857.50 69.71 feet G. SURF. EL.

SH. 3 OF 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: Split Spoon GROUND WATER READINGS DATE BORING CO.: Aquifer Drilling and Testing 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 ENGINEER: Daniela Bastos End of Boring at 80 feet ROCK CORE: 3 7/8-inch diameter (HQ)

GRANULAR SOILS BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

FRACTURED ZONE OBSERVED NOTES 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 VALUE BORING NO. MW-42 PROJECT NO:

41.0017869.10 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATUM: NGVD 1929 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.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 6 feet

2. Spun and washed 4-inch diamter (HW) casing from 6 to 16 fee

3. 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 WEATHERING BPF (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' DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon

>50 COHESIVE SOILS 15-30 NO. PER FT PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast DATE START: 2/18/06 DRILLING FLUID LOSS (GALLONS)

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

CASING HAMMER: N.A.

SAMPLE DESCRIPTION 4-8

>30 ATTITUDE CASING STABILIZATION TIME 85°-90° WIDE/THICK VERY WIDE/VERY THICK MW-43 35°-55° ANGLE CLOSE/THIN BORING NO.

>10' 2"-1' 1'-3' JOINT/FRACTURE CHARACTERISTICS

<2" 55°-85° MOD CLOSE/MOD THICK ROCK CORE CHARACTERISTICS SPACING/THICKNESS VERY CLOSE/VERY THIN ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 2/24/06 BORING LOG FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 48.76 feet SH. 1 OF 3 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH N VALUE BORING CO.: Aquifer Drilling and Testing Buchanan, NY DATE DEPTH TOTAL CORE REC (%)

RQD (%)

1 (No Soil Samples Taken from 0 to 16 feet)

FRACTURED ZONE OBSERVED BORING NO. MW-43 Refer to Table 6.1 for Groundwater Data DATUM: NGVG 1929 NO. OF FRACTURES PER FOOT 462192.60 604429.78 G. SURF. EL.

IN SITU PROPERTIES WEATHERING NOTES HARDNESS see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

0 3

R3 5.0/5.0 100 100 0

4 0

50 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD Very Wide NOTES:

4.Difficult drilling with a rollerbit at 32.5 feet (weathered bedrock encountered

5. SW casing sealed into bedrock with grout at 37.5 feet R5: Hard, fresh, fine grained MARBLE with sub-horizontally to sub-vertically dipping, very close, slightly weathered, smooth to rough joints/fractures.

Minor fracture at 60.5'.

BORING CO.: Aquifer Drilling and Testing 57.5 -

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

DATE END : 2/24/06 DRILLING FLUID LOSS (GALLONS)

S3: Very loose, brown, Silt.

Top of Bedrock at about 32.5 feet R1: Hard, fresh, fine grained, gray MARBLE with faint, very thin, moderately dipping 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 FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 48.76 feet 462192.60 DATUM: NGVG 1929 604429.78 DEPTH (FT)

CORING (MIN/FT)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

BORING NO.

MW-43 TOTAL CORE REC (%)

RQD (%)

ROCK CORE CHARACTERISTICS DEPTH CASING ATTITUDE 4-8

>30 ANGLE (1) 0 2"-1' (4) 11-20 1'-3' JOINT/FRACTURE CHARACTERISTICS 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 Rig SAMPLER: Split Spoon Wide Close Mod Close

>50 30-50 8-15 2-4 15-30 0-4 4-10 GRANULAR SOILS COHESIVE SOILS (3) 3-10 10-30 BPF

<2 VERY SOFT HARDNESS (2) 1-2 NO. PER FT WEATHERING

<2" SPACING/THICKNESS VERY WIDE/VERY THICK 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)

BLOWS / 6 INCH STABILIZATION TIME NO. OF FRACTURES PER FOOT CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

CASING HAMMER: N.A.

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH N VALUE 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 to sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY PROJECT NO:

41.0017869.00 G. SURF. EL.

SAMPLE DESCRIPTION FZ 5

4 Refer to Table 6.1 for Groundwater Data DATE DATE START: 2/18/06 NOTES IN SITU PROPERTIES WEATHERING see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

0 3

R6 2.5/2.5 100 97 0

3 0

65 2

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD Very Wide NOTES:

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 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' 1'-3' JOINT/FRACTURE CHARACTERISTICS NO. OF FRACTURES PER FOOT ANGLE ROCK CORE CHARACTERISTICS STABILIZATION TIME DEPTH HARDNESS IN SITU PROPERTIES WEATHERING CASING DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon (1) 0 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 0-4 ATTITUDE 4-8

>30 WIDE/THICK 85°-90° VERY WIDE/VERY THICK BORING NO.

MW-43 CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

CASING HAMMER: N.A.

<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 FT BPF

<2 HARDNESS VERY SOFT WEATHERING 35°-55°

>10' 55°-85° MOD CLOSE/MOD THICK BORING LOG FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 48.76 feet 462192.60 604429.78 SH. 3 OF 3 DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY Refer to Table 6.1 for Groundwater Data DATE END : 2/24/06 NOTES BORING NO. MW-43 G. SURF. EL.

6 PROJECT NO:

41.0017869.00 DATUM: NGVG 1929 DATE End of Boring at 65.0'.

BORING CO.: Aquifer Drilling and Testing see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 S3 28-28.6 34 - 60/1">100 7/5 30 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

NOTES CASING DEPTH WEATHERING 3

FRACTURED ZONE OBSERVED S2: Loose, brown and gray, fine to coarse SAND, and Gravel, trace Silt.

(fill) 1 2

STABILIZATION TIME HARDNESS IN SITU PROPERTIES WEATHERING NO. OF FRACTURES PER FOOT CASING SIZE: 4-inch diameter (HW)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE BLOWS / 6 INCH SAMPLE DEPTH (FT)

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

BORING NO. 44 Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

41.0017869.10 SAMPLER: Split Spoon 462499.91 604516.43 93.52 feet DRILLING RIG MODEL: CME 55 Truck Rig G. SURF. EL.

Buchanan, NY DATUM: NGVG 1929 30-50 8-15 SH. 1 OF 4 DATE END : 3/10/06 DATE Refer to Table 6.1 for Groundwater Data 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.

JOINT/FRACTURE CHARACTERISTICS 35°-55° 5°-35° 55°-85° ATTITUDE GRANULAR SOILS BPF HARDNESS 10-30 2-4 4-10 0-4

>50 VERY SOFT 4-8

>30 MW-44

<2

<2" COHESIVE SOILS 15-30 ANGLE SPACING/THICKNESS ROCK CORE CHARACTERISTICS 2"-1' SAMPLE DESCRIPTION

>10' 1'-3' (1) 0 BORING NO.

3'-10' 0°-5° 85°-90° (2) 1-2 BORING LOG FINAL BORING DEPTH: 105 feet ENGINEER: Daniela Bastos/Rick Ponti GROUND WATER READINGS FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing DEPTH (FT)

CORING (MIN/FT)

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

(fill)

SAMPLE / CORE NO.

DATE START: 3/06/06 DRILLING FLUID LOSS (GALLONS)

CASING HAMMER: N.A.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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

462499.91 BORING NO. 44 PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

FOREMAN: Doug Wood FZ FZ FZ FZ FZ 4

NOTES FRACTURED ZONE OBSERVED 604516.43 STABILIZATION TIME NO. OF FRACTURES PER FOOT WEATHERING DATUM: NGVG 1929 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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.

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

DATE END : 3/10/06 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATE Refer to Table 6.1 for Groundwater Data BORING LOG FINAL BORING DEPTH: 105 feet ENGINEER: Daniela Bastos/Rick Ponti GROUND WATER READINGS 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 ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS NO. PER FT FZ FZ FZ FZ DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon ATTITUDE 4-8

>30 HARDNESS IN SITU PROPERTIES DATE START: 3/06/06 DRILLING FLUID LOSS (GALLONS) 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 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING FZ FZ see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R8 71-76 5.0/5.0 100 100 1

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

R11 86-91 5.0/5.0 100 100 1

3 0

90 4

1 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 41.0017869.00 Rev. 1 - MAP 604516.43 NO. OF FRACTURES PER FOOT Refer to Table 6.1 for Groundwater Data BORING NO. 44 DATE PROJECT NO:

DEPTH GROUND WATER READINGS 93.52 feet G. SURF. EL.

0-4 JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS NO. PER FT 0°-5° ATTITUDE DRILLING RIG MODEL: CME 55 Truck Rig 30-50 8-15 10-30 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF BORING CO.: Aquifer Drilling and Testing 4-8 CASING SIZE: 4-inch diameter (HW)

<2 GRANULAR SOILS TOTAL CORE REC (%)

SH. 3 OF 4 HARDNESS IN SITU PROPERTIES WEATHERING 462499.91 CASING STABILIZATION TIME BORING LOG FINAL BORING DEPTH: 105 feet ENGINEER: Daniela Bastos/Rick Ponti 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 stained silt 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 DRILLING FLUID LOSS (GALLONS)

FOREMAN: Doug Wood SAMPLER: 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 RQD (%)

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

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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.

NOTES FRACTURED ZONE OBSERVED see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

0 3

R12 91-96 5.0/5.0 100 100 0

4 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

R14 101-105 4.0/4.0 100 100 0

3 0

105 110 115 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 Refer to Table 6.1 for Groundwater Data FRACTURED ZONE OBSERVED Rev. 1 - MAP 604516.43 NOTES HARDNESS IN SITU PROPERTIES WEATHERING STABILIZATION TIME NO. OF FRACTURES PER FOOT ROCK CORE: 3 7/8-inch diameter (HQ)

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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

5 RQD (%)

N VALUE 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 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

BORING LOG FINAL BORING DEPTH: 105 feet ENGINEER: Daniela Bastos/Rick Ponti GROUND WATER READINGS 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 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER: Split Spoon

<2" 2-4 COHESIVE SOILS FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing TOTAL CORE REC (%)

NO. PER FT (1) 0 DATE START: 3/06/06 DRILLING FLUID LOSS (GALLONS)

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

ROCK CORE CHARACTERISTICS 2"-1' 3'-10'

>10' PROJECT NO:

41.0017869.00 Indian Point Energy Center Entergy Nuclear Northeast 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 15-30 ANGLE SPACING/THICKNESS 0-4 WEATHERING BPF

<2 HARDNESS End of Boring at 105.0 ft.

0°-5° 10-30 VERY SOFT JOINT/FRACTURE CHARACTERISTICS see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

Top of bedrock at approximately 15 feet GRANULAR SOILS WEATHERING BPF JOINT/FRACTURE CHARACTERISTICS

>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.

ANGLE SPACING/THICKNESS FZ DRILLING RIG MODEL: CME 55 Truck Rig (3) 3-10 (4) 11-20 2"-1' 30-50 8-15 10-30 0-4 4-10 (1) 0 SH. 1 OF 3 BORING LOG BORING NO. MW-45 Indian Point Energy Center 41.0017869.00 DATE DEPTH CASING GROUND WATER READINGS STABILIZATION TIME 1

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

<2 VERY SOFT HARDNESS IN SITU PROPERTIES WEATHERING 462385.52 604471.96 DATUM: NGVG 1929 ATTITUDE 4-8 NO. OF FRACTURES PER FOOT 85°-90° WIDE/THICK VERY WIDE/VERY THICK FRACTURED ZONE OBSERVED 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 ROCK CORE CHARACTERISTICS HARDNESS 3'-10' NOTES VERY CLOSE/VERY THIN CLOSE/THIN SAMPLE DESCRIPTION SAMPLER HAMMER: N.A.

DATE END : 3/24/06 ENGINEER: Anton Gallas CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

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

Refer to Table 6.1 for Groundwater Data FOREMAN: Dave Carter BORING CO.: Aquifer Drilling and Testing DATE START: 3/20/06 SAMPLE DEPTH DEPTH (FT)

CORING (MIN/FT)

DRILLING FLUID LOSS (GALLONS)

SAMPLE / CORE NO.

Entergy Nuclear Northeast Buchanan, NY 53.66 feet G. SURF. EL.

FINAL BORING DEPTH: 65 feet PROJECT NO:

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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

2.5 0

3 FZ 9

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

SAMPLE / CORE NO.

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

DATE END : 3/24/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

JOINT/FRACTURE CHARACTERISTICS FRACTURED ZONE OBSERVED BORING LOG FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 53.66 feet CASING SIZE: 4-inch diameter (HW)

SH. 2 OF 3 DRILLING RIG MODEL: CME 55 Truck Rig

>10' 1'-3' BORING NO.

MW-45 85°-90° 35°-55° COHESIVE SOILS N VALUE 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 VERY WIDE/VERY THICK ROCK CORE CHARACTERISTICS

<2" 2"-1' 3'-10' WIDE/THICK DEPTH CASING ATTITUDE 4-8

>30 VERY SOFT DATE START: 3/20/06 DRILLING FLUID LOSS (GALLONS)

CASING HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

SAMPLER HAMMER: N.A.

WEATHERING PROJECT NO:

41.0017869.00 G. SURF. EL.

NOTES STABILIZATION TIME NO. OF FRACTURES PER FOOT DATE Refer to Table 6.1 for Groundwater Data 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) 11-20 30-50 8-15 15-30 0-4 4-10 10-30 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° WEATHERING BORING NO. MW-45 HARDNESS IN SITU PROPERTIES BORING CO.: Aquifer Drilling and Testing Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 462385.52 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 60 2

R11 5.0/5.0 100 98 7

2 0

2.5 0

65 3

0 70 75 80 85 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° WEATHERING

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 2-4 15-30 BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT COHESIVE SOILS 35°-55° 55°-85° MOD CLOSE/MOD THICK SH. 3 OF 3 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATE START: 3/20/06 DRILLING FLUID LOSS (GALLONS)

NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS WEATHERING 85°-90° ATTITUDE 4-8

>30 2"-1' 3'-10'

<2" DEPTH CASING NOTES 462385.52 604471.96 HARDNESS IN SITU PROPERTIES FRACTURED ZONE OBSERVED DATUM: NGVG 1929 NO. OF FRACTURES PER FOOT 1'-3' BORING NO.

MW-45

>10' WIDE/THICK VERY WIDE/VERY THICK BORING LOG FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 53.66 feet BORING CO.: Aquifer Drilling and Testing BORING NO. MW-45 Refer to Table 6.1 for Groundwater Data R11: Hard, fresh, fine grained, white to dark gray MARBLE with no apparent foliation: two, rough, close, sub-vertical, slightly weathered, iron-oxide stained joints/fractures.

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

DATE END : 3/24/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH End of Boring at 65.5 ft.

N VALUE 60.5-65.5 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY STABILIZATION TIME PROJECT NO:

41.0017869.00 G. SURF. EL.

DATE see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

30 6

FZ 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 FRACTURED ZONE OBSERVED (No Soil Samples Taken)

Top of Bedrock at 5 feet 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.

NO. OF FRACTURES PER FOOT 6.5-11.5 NOTES STABILIZATION TIME DEPTH CASING 0-4

<2 ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS WEATHERING BPF 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) 11-20 30-50 8-15 PROJECT NO:

462431.26 604328.72 SH. 1 OF 2 BORING LOG Indian Point Energy Center G. SURF. EL.

18.08 feet DATUM: NGVD 1929 DRILLING RIG MODEL: CME LT55 Track Rig SAMPLER HAMMER: N.A.

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

Entergy Nuclear Northeast Buchanan, NY BORING NO. MW-46 N VALUE DATE END : 2/17/06 SAMPLE DESCRIPTION HARDNESS IN SITU PROPERTIES WEATHERING SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

ENGINEER: Anton Gallas 2"-1' ATTITUDE 4-8

>30 35°-55° VERY SOFT BORING NO.

MW-46 ANGLE SPACING/THICKNESS 55°-85° FZ JOINT/FRACTURE CHARACTERISTICS 85°-90° NO. PER FT (1) 0 1'-3' 0°-5° 5°-35°

>10' CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

<2" 2-4 COHESIVE SOILS 15-30 DEPTH (FT)

CORING (MIN/FT)

FZ GROUND WATER READINGS FOREMAN: Dave Carter BORING CO.: Aquifer Drilling and Testing DATE SAMPLE / CORE NO.

DATE START: 2/14/06 DRILLING FLUID LOSS (GALLONS)

BLOWS / 6 INCH TOTAL CORE REC (%)

SAMPLE DEPTH RQD (%)

41.0017869.00 Refer to Table 6.1 for Groundwater Data FZ FZ FZ FZ FINAL BORING DEPTH: 31.5 feet see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 6

8 5

35 40 45 50 55 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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. OF FRACTURES PER FOOT NOTES 2

HARDNESS IN SITU PROPERTIES WEATHERING DEPTH (FT)

CORING (MIN/FT)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

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

DATE END : 2/17/06 BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

BORING LOG FINAL BORING DEPTH: 31.5 feet ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Dave Carter 18.08 feet G. SURF. EL.

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 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' WEATHERING CASING HAMMER: N.A.

RQD (%)

SH. 2 OF 2 DRILLING RIG MODEL: CME LT55 Track Rig SAMPLER HAMMER: N.A.

0°-5° 5°-35° 35°-55° 55°-85° 30-50 8-15 10-30

>50 (3) 3-10 (4) 11-20 JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS 0-4 4-10 ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS BPF

<2 VERY SOFT BORING NO. MW-46 End of Boring at 31.5'.

41.0017869.00 CASING DATE Refer to Table 6.1 for Groundwater Data 604328.72 DATUM: NGVD 1929 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY PROJECT NO:

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

10 Top of bedrock at approximately 13 feet 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THCK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

DATE Refer to Table 6.1 for Groundwater Data HARDNESS IN SITU PROPERTIES WEATHERING MW-47 1

5°-35° 35°-55° 55°-85° 85°-90° BORING NO.

BORING LOG FINAL BORING DEPTH: 80 feet ENGINEER: Anton Gallas/ Daniela Bastos GROUND WATER READINGS 70.32 feet BORING CO.: Aquifer Drilling and Testing Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 3'-10' 1'-3' JOINT/FRACTURE CHARACTERISTICS CASING ANGLE SPACING/THICKNESS 0°-5°

<2" DATE START: 2/28/06 FRACTURED ZONE OBSERVED STABILIZATION TIME NO. OF FRACTURES PER FOOT FOREMAN: Dave Carter

>10' (3) 3-10 (4) 11-20 NO. PER FT ATTITUDE 4-8

>30 (1) 0 2-4

>50 4-10 ROCK CORE CHARACTERISTICS 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 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

DATUM: NGVD 1929 CASING SIZE: 6-inch diameter (SW) 41.0017869.10 G. SURF. EL.

462664.08 604651.13 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DEPTH DRILLING FLUID LOSS (GALLONS)

NOTES 30-50 8-15 10-30 15-30 GRANULAR SOILS ROCK CORE: 3 7/8-inch diameter (HQ)

DEPTH (FT)

CORING (MIN/FT)

PROJECT NO:

CASING HAMMER: N.A.

COHESIVE SOILS SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION FZ FZ (No Soil Samples Taken)

DATE END : 3/3/06 VERY SOFT BPF

<2 WEATHERING HARDNESS see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

45 2

R7 44-49 5.0/5.0 100 95 2

3 1

3 0

50 3

R8 49-54 5.0/5.0 100 100 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 R10 59-64 5.0/5.0 100 100 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THCK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY STABILIZATION TIME NO. OF FRACTURES PER FOOT 604651.13 HARDNESS IN SITU PROPERTIES DATUM: NGVD 1929 DATE WEATHERING BORING NO. MW-47 462664.08 PROJECT NO:

41.0017869.10 G. 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 apparent foliation: smooth to rough, moderately close to wide, horizontal, iron-oxide stained joints/fractures.

ROCK CORE CHARACTERISTICS JOINT/FRACTURE CHARACTERISTICS (2) 1-2 VERY SOFT

<2 0-4 35°-55° 55°-85° BPF ANGLE SPACING/THICKNESS HARDNESS WEATHERING 0°-5° 5°-35°

>50 30-50 8-15 10-30 4-10 GRANULAR SOILS SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DATE START: 2/28/06 DRILLING FLUID LOSS (GALLONS) 2"-1' 3'-10' SAMPLE DESCRIPTION FZ (3) 3-10 (4) 11-20 ATTITUDE 4-8

>30 DEPTH CASING CASING 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 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

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

DATE END : 3/3/06 FOREMAN: Dave Carter BORING CO.: Aquifer Drilling and Testing BORING LOG FINAL BORING DEPTH: 80 feet ENGINEER: Anton Gallas/ Daniela Bastos GROUND WATER READINGS 70.32 feet Refer to Table 6.1 for Groundwater Data BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 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.

DEPTH (FT)

CORING (MIN/FT)

FRACTURED ZONE OBSERVED 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.

NOTES see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

0 3

R11 64-69 5.0/5.0 100 100 0

65 3

1 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 3

R14 79-80 1.0/1.0 100 100 0

80 85 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD CLOSE/MOD THCK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 462664.08 604651.13 R10: Hard, fresh, fine grained, gray MARBLE with faint, very thin, foliation: no apparent joints/fractures; healed breccia with calcic mineralization.

FRACTURED ZONE OBSERVED SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

SAMPLE DESCRIPTION SAMPLE / CORE NO.

DRILLING FLUID LOSS (GALLONS)

DATE END : 3/3/06 FOREMAN: Dave Carter BORING LOG FINAL BORING DEPTH: 80 feet ENGINEER: Anton Gallas/ Daniela Bastos GROUND WATER READINGS 70.32 feet SH. 3 OF 3 BORING CO.: Aquifer Drilling and Testing CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: N.A.

<2" 2-4 COHESIVE SOILS NO. PER FT

>10' Refer to Table 6.1 for Groundwater Data ANGLE End of Boring at 80 feet.

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

JOINT/FRACTURE CHARACTERISTICS 2

DATE START: 2/28/06 NOTES STABILIZATION TIME NO. OF FRACTURES PER FOOT 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 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

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

CASING PROJECT NO:

41.0017869.10 G. SURF. EL.

DATE Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY (4) 11-20 30-50 8-15 4-10 15-30 0-4 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF 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.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 fee

2. 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 NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING NOTES FRACTURED ZONE OBSERVED BORING LOG ENGINEER: Anton Gallas GROUND WATER READINGS FOREMAN: Doug Wood 15.39 feet G. SURF. EL.

SH. 1 OF 2 DRILLING RIG MODEL: CME 55 Truck Rig CASING

>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 VERY CLOSE/VERY THIN

>30 ATTITUDE COHESIVE SOILS WEATHERING BLOWS / 6 INCH CASING SIZE: 4-inch diameter (HW)

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 : 1/27/06 SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

DEPTH (FT)

SAMPLE / CORE NO.

SAMPLE DEPTH DATE START: 1/26/06 DRILLING FLUID LOSS (GALLONS)

CASING HAMMER: N.A.

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING(BPF)/

CORING (MIN/FT)

BORING CO.: Aquifer Drilling and Testing Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY SAMPLER: Split Spoon 4-10 10-30 VERY WIDE/VERY THICK (2) 1-2 0-4

<2"

>50 (3) 2-10 (4) 10-20 30-50 8-15 3'-10' 0°-5° 5°-35° 2-4 2"-1' CLOSE/THIN ROCK CORE CHARACTERISTICS 4-8 ANGLE SPACING/THICKNESS FZ FZ FZ FZ FZ GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS 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 Refer to Table 6.1 for Groundwater Data DATE PROJECT NO:

41.0017869.10 STABILIZATION TIME 462015.66 603473.78 DEPTH DATUM: NGVD 1929 see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 surfa

2. Spun and washed HW casing from 19 to 25 feet (top of bedrock). Casing removed after well completion NO. OF FRACTURES PER FOOT HARDNESS NOTES 3

GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS WEATHERING VERY SOFT VERY CLOSE/VERY THIN SPACING/THICKNESS ATTITUDE ANGLE

<2" 0°-5° 4-10 10-30 VERY WIDE/VERY THICK 1'-3' CLOSE/THIN

>50 (2) 1-2 30-50 8-15 (4) 10-20 15-30 MOD CLOSE/MOD THICK (3) 2-10 ROCK CORE CHARACTERISTICS 5°-35° Entergy Nuclear Northeast BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

DATE END : 1/27/06 TOTAL CORE REC (%)

DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

SAMPLE / CORE NO.

0-4 HARDNESS 2"-1' SAMPLER: Split Spoon 2-4 COHESIVE SOILS NO. PER FT (1) 0 BPF

<2 ROCK CORE: 3 7/8-inch diameter (HQ)

DRILLING RIG MODEL: CME 55 Truck Rig CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATE START: 1/26/06 DRILLING FLUID LOSS (GALLONS) 4-8

>30 35°-55° 55°-85° MW-48 BORING NO.

3'-10'

>10' SH. 2 OF 2 462015.66 603473.78 85°-90° WIDE/THICK BORING LOG ENGINEER: Anton Gallas GROUND WATER READINGS 15.39 feet DEPTH STABILIZATION TIME CASING FOREMAN: Doug Wood Buchanan, NY BORING NO. MW-48 WEATHERING FRACTURED ZONE OBSERVED SAMPLE DEPTH N VALUE IN SITU PROPERTIES RQD (%)

SAMPLE DESCRIPTION End of Boring at 40 feet 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.

BORING CO.: Aquifer Drilling and Testing Indian Point Energy Center Refer to Table 6.1 for Groundwater Data DATE G. SURF. EL.

PROJECT NO:

41.0017869.10 DATUM: NGVD 1929 FINAL BORING DEPTH (FT): 40 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

10 S1 10-12 9 - 16 22 24/6 S1: Dense, moist, moderately weathered gray MARBLE. (Fill) 6 - 8 15 S2 15.0-16.3 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 0.3/0.1 S4: Very dense, fresh, gray MARBLE fragments.

S5 30.0-30.1 100/1" 100 0.1/0.1 S5: Very dense, wet, gray MARBLE fragments.

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Dave Carter STABILIZATION TIME SH. 1 OF 3 BORING NO. MW-49 1'-3' BORING NO.

MW-49

>10' VERY WIDE/VERY THICK FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION NOTES 35°-55° 55°-85° MOD CLOSE/MOD THICK 85°-90° WIDE/THICK CASING Refer to Table 6.1 for Groundwater Data JOINT/FRACTURE CHARACTERISTICS ATTITUDE 4-8

>30 3'-10' ROCK CORE CHARACTERISTICS (1) 0

<2" 2-4 COHESIVE SOILS NO. PER FT ROCK CORE: 3 7/8-inch diameter (HQ)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

15-30 DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH

>50 GRANULAR SOILS N VALUE 30-50 8-15 BORING CO.: Aquifer Drilling and Testing 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 DRILLING FLUID LOSS (GALLONS)

DATE END : 3/16/06 604445.56 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY NO. OF FRACTURES PER FOOT PROJECT NO:

41.0017869.10 DEPTH HARDNESS IN SITU PROPERTIES WEATHERING 463080.21 SAMPLER: Split Spoon CASING 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' ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 10-30 WEATHERING BPF

<2 HARDNESS VERY SOFT 0-4 4-10 (No Soil Samples taken from 0 to 10 feet)

DATUM: NGVG 1929 1

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

R1 30-35 5.0/1.2 25 10

>20 3

>20 4

>20 35 4

10 4

R2 35-40 5.0/3.2 63 12

>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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 to

vertical, silt coated joints/fractures; several discontinuous,

pitted, calcita mineralized joints/fractures.

30'-46': Fractures zone: smooth to rough, close to very close, horizontal to vertical, 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, horizontal to 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 NO. OF FRACTURES PER FOOT HARDNESS (1) 0 VERY SOFT JOINT/FRACTURE CHARACTERISTICS ANGLE 0°-5° ATTITUDE 2

SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN FZ FZ 50-55': Fracture zone: smooth, very close, subhorizontal, iron-oxide stained joints/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 WEATHERING BPF COHESIVE SOILS NO. PER FT ROCK CORE CHARACTERISTICS HARDNESS 5°-35°

<2" (4) 11-20 85°-90° VERY WIDE/VERY THICK 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 SH. 2 OF 3 BORING LOG Indian Point Energy Center PROJECT NO:

Entergy Nuclear Northeast TOTAL CORE REC (%)

RQD (%)

WIDE/THICK 30-50 DRILLING RIG MODEL: Davie DK515 Track Rig SAMPLER: Split Spoon BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

N VALUE GRANULAR SOILS 4-8

>30 DATE START: 3/13/06 DRILLING FLUID LOSS (GALLONS)

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

DEPTH (FT)

CORING (MIN/FT)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION G. SURF. EL.

NOTES 463080.21 604445.56 STABILIZATION TIME FINAL BORING DEPTH: 65 feet CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

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 to close, subhorizontal to vertical, iron-oxide stained joints/fractures; pitted texture along calcite mineralized joints/fractures; occaisional vugular texture.

1'-3' BORING NO.

MW-49 DATE END : 3/16/06

>10' ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Dave Carter FZ FZ R4: Medium to hard, fresh to slightly weathered, fine grained, gray MARBLE with no apparent foliation: smooth to rough, very close to moderately close, subhorizontal to moderately dipping, iron-oxide stained joints/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 Refer to Table 6.1 for Groundwater Data DATUM: NGVG 1929 14.58 feet DEPTH CASING BORING CO.: Aquifer Drilling and Testing 41.0017869.10 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

FRACTURED ZONE OBSERVED 3, 4 GRANULAR SOILS 15-30 NO. PER FT (1) 0 3'-10' 1'-3' (4) 11-20 BORING LOG FINAL BORING DEPTH: 65 feet ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Dave Carter CASING SIZE: 4-inch diameter (HW) 41.0017869.10 SH. 3 OF 3

>10' ROCK CORE: 3 7/8-inch diameter (HQ)

DATE END : 3/16/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

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

End of Boring at 65 feet (3) 3-10 JOINT/FRACTURE CHARACTERISTICS BORING NO.

MW-49 NO. OF FRACTURES PER FOOT ATTITUDE WEATHERING CASING 4-8 30-50 CASING HAMMER: N.A.

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

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

N VALUE SAMPLER: Split Spoon Indian Point Energy Center Entergy Nuclear Northeast ROCK CORE CHARACTERISTICS COHESIVE SOILS PROJECT NO:

TOTAL CORE REC (%)

RQD (%)

8-15 DATE START: 3/13/06 DRILLING FLUID LOSS (GALLONS)

BORING NO. MW-49 G. SURF. EL.

NOTES STABILIZATION TIME HARDNESS IN SITU PROPERTIES 14.58 feet DEPTH 85°-90° WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK

>50 (2) 1-2 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° 2"-1'

<2" 0-4 4-10 10-30 WEATHERING BPF

<2 2-4 HARDNESS VERY SOFT Buchanan, NY Refer to Table 6.1 for Groundwater Data DATUM: NGVG 1929 463080.21 604445.56 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS GRANULAR SOILS 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) 11-20 30-50 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:

SAMPLER HAMMER: N.A.

DATE START: 3/7/06 Drilling Fluid Loss (Gallons) 2"-1' 3'-10' CASING HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

ATTITUDE 4-8

>30 85°-90°

>10' 1'-3' CASING STABILIZATION TIME 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 ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: Dave Carter 14.92 feet SH. 1 of 3 CASING SIZE: 4-inch diameter (HW)

DRILLING RIG MODEL: CME L55 Track rig SAMPLE / CORE NO.

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

CORING (MIN/FT)

N VALUE 4

Top of Bedrock at 22.7 feet G. SURF. EL.

Refer to Table 6.1 for Groundwater Data BORING CO.: Aquifer Drilling and Testing 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.

NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED 41.0017869.10 3

463039.18 604494.30 DATUM: NGVD 1929 FINAL BORING DEPTH: 67 feet Buchanan, NY 2

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

NOTES Entergy Nuclear Northeast see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

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

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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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: 3/7/06 ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: Dave Carter BORING CO.: Aquifer Drilling and Testing 5

Drilling Fluid Loss (Gallons)

SAMPLER HAMMER: N.A.

DEPTH (FT)

R8: No recovery.

SAMPLE / CORE NO.

SAMPLE DEPTH N VALUE 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 FRACTURED ZONE OBSERVED NOTES CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

CORING (MIN/FT)

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

>50 30-50 8-15 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT) 2-4 HARDNESS PROJECT NO:

TOTAL CORE REC (%)

RQD (%)

(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' SH. 2 of 3 BORING LOG Indian Point Energy Center IN SITU PROPERTIES WEATHERING 463039.18 604494.30 STABILIZATION TIME NO. OF FRACTURES PER FOOT 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.

ROCK CORE CHARACTERISTICS SPACING/THICKNESS R9: No recovery.

6 GRANULAR SOILS (3) 3-10 VERY SOFT 0-4 4-10 10-30 WEATHERING BPF NO. PER FT

<2 ANGLE Buchanan, NY BORING NO. MW-50 Refer to Table 6.1 for Groundwater Data DATE Entergy Nuclear Northeast 14.92 feet DATUM: NGVD 1929 FINAL BORING DEPTH: 67 feet see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

End of Boring at 67 feet.

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 ANGLE SPACING/THICKNESS 0°-5° 5°-35° WEATHERING BPF

<2 2"-1' JOINT/FRACTURE CHARACTERISTICS SAMPLE DESCRIPTION

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 0-4 DATE START: 3/7/06 PROJECT NO:

41.0017869.10 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

Drilling Fluid Loss (Gallons)

CASING HAMMER: N.A.

DEPTH (FT)

CORING (MIN/FT)

VERY SOFT SH. 3 of 3 DRILLING RIG MODEL: CME L55 Track rig SAMPLER 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' ROCK CORE CHARACTERISTICS

>10' HARDNESS 1'-3' BORING NO.

MW-50 85°-90° BORING LOG ENGINEER: Anton Gallas/Maurice Ponti GROUND WATER READINGS FOREMAN: Dave Carter 14.92 feet BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

STABILIZATION TIME CASING SIZE: 4-inch diameter (HW)

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

RQD (%)

N VALUE SAMPLE / CORE NO.

SAMPLE DEPTH GRANULAR SOILS NO. OF FRACTURES PER FOOT NOTES HARDNESS IN SITU PROPERTIES BORING NO. MW-50 Refer to Table 6.1 for Groundwater Data DATE FRACTURED ZONE OBSERVED WEATHERING Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 463039.18 604494.30 DATUM: NGVD 1929 FINAL BORING DEPTH: 67 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

3 3

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° WEATHERING (3) 3-10 8-15 10-30 4-8 15-30 Indian Point Energy Center Entergy Nuclear Northeast BORING NO. MW - 51 4-10 ROCK CORE CHARACTERISTICS PROJECT NO:

41.0017869.10 SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

WIDE/THICK SH. 1 OF 7 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split Spoon 2-4 Drilling Fluid Loss (Gallons)

(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 FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 STABILIZATION TIME CASING Refer to Table 6.1 for Groundwater Data G. SURF. EL.

461822.43 604275.34 DATE 85°-90° 35°-55° 55°-85° NO. OF FRACTURES PER FOOT ATTITUDE 5°-35° BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.64 feet ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06 VERY WIDE/VERY THICK CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

Top of Bedrock at 10 feet 1

(No Soil Samples taken from 0 to 10 feet)

SAMPLE DEPTH (FT)

N VALUE DATE START: 3/23/06 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing SAMPLE DESCRIPTION FRACTURED ZONE OBSERVED Buchanan, NY JOINT/FRACTURE CHARACTERISTICS 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.

DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH NOTES SAMPLE / CORE NO.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 51 461822.43 PROJECT NO:

41.0017869.10 DEPTH (FT)

CORING (MIN/FT)

NOTES 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.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

Drilling Fluid Loss (Gallons)

SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

JOINT/FRACTURE CHARACTERISTICS 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.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06 FOREMAN: Doug Wood DATE START: 3/23/06 BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

DATE Refer to Table 6.1 for Groundwater Data FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 604275.34 DEPTH BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.64 feet STABILIZATION TIME CASING 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK BORING NO.

MW-51 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 NO. OF FRACTURES PER FOOT WEATHERING FRACTURED ZONE OBSERVED

>30 SH. 2 OF 7 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split Spoon ATTITUDE N VALUE HARDNESS IN SITU PROPERTIES

>50 30-50 8-15 10-30 4-8 (3) 3-10 (4) 11-20 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° (2) 1-2 VERY WIDE/VERY THICK 85°-90° 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<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.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

70 3

1 3

1 2

R13 71.0-76.0 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

R15 81-86 5.0/5.0 100 82 0

3 4

2 5

85 3

0 3

R16 86-91 5.0/4.8 95 92 0

3 0

4 3

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

DATE START: 3/23/06 DATE Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast 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 FRACTURED ZONE OBSERVED 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 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS 0-4 VERY SOFT ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° (3) 3-10 (2) 1-2 (4) 11-20

>50 30-50 8-15 15-30 10-30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

DATE END : 3/28/06 SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

Drilling Fluid Loss (Gallons)

SH. 3 OF 7 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split Spoon JOINT/FRACTURE CHARACTERISTICS 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 NO. OF FRACTURES PER FOOT CASING NO. PER FT (1) 0 BORING NO.

MW-51 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS SAMPLE / CORE NO.

RQD (%)

N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline 85°-90° 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.64 feet BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

VERY WIDE/VERY THICK 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.

NOTES 461822.43 604275.34 FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

1 3

R17 91-96 5.0/5.0 100 100 0

3 0

3 1

95 4

0 3

R18 96-101 5.0/5.0 100 100 0

2 0

100 4

0 3

R19 101-106 5.0/5.0 100 100 0

2 FZ 4

105 4

0 4

0 3

R20 106-111 5.0/5.0 100 100 0

3 0

110 4

0 3

R21 111-116 5.0/5.0 100 100 0

5 1

3 0

115 3

1 3

0 2

R22 116-121 5.0/5.0 100 100 0

3 0

3.5 1

3 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

2. Fracture zone from 102.5' to 103.5'.

Buchanan, NY BORING NO. MW - 51 FRACTURED ZONE OBSERVED DATE Refer to Table 6.1 for Groundwater Data 461822.43 604275.34 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing STABILIZATION TIME 2

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

Drilling Fluid Loss (Gallons)

BLOWS / 6 INCH NO. OF FRACTURES PER FOOT 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 NOTES BORING NO.

DATE START: 3/23/06 85°-90° 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK JOINT/FRACTURE CHARACTERISTICS ATTITUDE ANGLE VERY WIDE/VERY THICK

>30 (3) 3-10 (4) 11-20 10-30 15-30 30-50 CASING DEPTH ENGINEER: 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 SAMPLER: Split Spoon 4-8 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 8-15 SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE MW-51 SPACING/THICKNESS VERY CLOSE/VERY THIN 0-4 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 SH. 4 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

41.0017869.10 0°-5° 5°-35° 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS IN SITU PROPERTIES WEATHERING 69.64 feet GROUND WATER READINGS FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

0 3

R23 121-126 5.0/5.0 100 100 1

4 0

3 0

125 5

0 2

0 3

R24 126-131 5.0/5.0 100 100 0

3 0

130 3

0 2

0 3

R25 131-136 5.0/5.0 100 100 1

4 1

2 3

135 3

0 4

1 3

R26 136-141 5.0/5.0 100 98 1

2 2

4 0

140 3

0 3

R27 141-146 5.0/5.0 100 100 1

2 1

3 0

145 2

0 3

2 3

R28 146-151 5.0/5.0 100 100 0

2 0

3 0

2 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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

DATE START: 3/23/06 DATE Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast 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 FRACTURED ZONE OBSERVED 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.

R27: 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.

4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS 0-4 VERY SOFT ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° (3) 3-10 (2) 1-2 (4) 11-20

>50 30-50 8-15 15-30 10-30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

DATE END : 3/28/06 SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

Drilling Fluid Loss (Gallons)

SH. 5 OF 7 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split Spoon JOINT/FRACTURE CHARACTERISTICS R28: 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.

HARDNESS IN SITU PROPERTIES WEATHERING ATTITUDE 4-8

>30 STABILIZATION TIME NO. OF FRACTURES PER FOOT CASING NO. PER FT (1) 0 BORING NO.

MW-51 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS SAMPLE / CORE NO.

RQD (%)

N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline 85°-90° 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.64 feet BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

VERY WIDE/VERY THICK 3

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

NOTES 461822.43 604275.34 FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

0 3

R29 151-156 5.0/4.8 100 100 0

4 1

2 0

155 3

0 3

R30 156-161 5.0/4.8 100 100 0

3 0

3 1

160 3

1 3

0 2

R31 161-166 5.0/5.0 100 100 1

2 0

3 2

165 3

1 3

0 2

R32 166-171 5.0/5.0 100 100 2

3 1

3 0

170 4

0 3

R33 171-176 5.0/5.0 100 100 0

3 1

2 1

175 2

1 2

0 2

R34 176-181 5.0/5.0 100 100 0

3 1

3 0

3 1

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

Buchanan, NY BORING NO. MW - 51 FRACTURED ZONE OBSERVED DATE Refer to Table 6.1 for Groundwater Data 461822.43 604275.34 FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing STABILIZATION TIME ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

Drilling Fluid Loss (Gallons)

BLOWS / 6 INCH NO. OF FRACTURES PER FOOT 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 NOTES BORING NO.

DATE START: 3/23/06 85°-90° 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK JOINT/FRACTURE CHARACTERISTICS ATTITUDE ANGLE VERY WIDE/VERY THICK

>30 (3) 3-10 (4) 11-20 10-30 15-30 30-50 CASING DEPTH ENGINEER: 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 SAMPLER: Split Spoon 4-8 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 8-15 SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE MW-51 SPACING/THICKNESS VERY CLOSE/VERY THIN 0-4 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.

R33: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-horizontal, slightly weathered joints/fractures.

DRILLING RIG MODEL: CME 55 Truck rig SH. 6 OF 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

41.0017869.10 0°-5° 5°-35° 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS IN SITU PROPERTIES WEATHERING 69.64 feet GROUND WATER READINGS FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

1 2

R35 181-186 5.0/4.8 100 100 1

3 0

3 1

185 3

1 4

0 3

R36 186-191 5.0/4.8 100 100 0

3 1

3 0

190 4

0 3

R37 191-196 5.0/5.0 100 100 0

3 0

4 0

195 3

0 3

0 2

R38 196-200 4.0/4.0 100 100 0

2 0

3 0

200 3

0 205 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 41.0017869.10 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 NOTES 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS 0-4 VERY SOFT 2-4 55°-85° MOD CLOSE/MOD THICK WIDE/THICK ANGLE SPACING/THICKNES VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 3/28/06 SAMPLE / CORE NO.

PROJECT NO:

DATE START: 3/23/06 Drilling Fluid Loss (Gallons)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

SAMPLER: Split Spoon SH. 7 OF 7 NO. OF FRACTURES PER FOOT ATTITUDE 4-8

>30

>50 30-50 8-15 10-30 4

FRACTURED ZONE OBSERVED CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

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.

R35: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: smooth, moderately close, sub-horizontal, slightly weathered joints/fractures.

COHESIVE SOILS 15-30 NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS (2) 1-2 (3) 3-10 35°-55° (4) 11-20 MW-51 VERY WIDE/VERY THICK 85°-90° BORING NO.

BORING LOG ENGINEER: Daniela Bastos GROUND WATER READINGS 69.64 feet FOREMAN: Doug Wood BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

DEPTH DRILLING RIG MODEL: CME 55 Truck rig R38: Hard, fresh, fine grained, light gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

End of Boring at 200 feet.

SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

RQD (%)

N VALUE HARDNESS IN SITU PROPERTIES WEATHERING 461822.43 604275.34 FINAL BORING DEPTH: 200 feet DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data STABILIZATION TIME see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

10 15 4

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

5 2

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

6 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 52 PROJECT NO:

41.0017869.10 Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS Top of rock at 13 feet.

463253.94 604733.05 NOTES 1

(No Soil Samples Taken)

N VALUE FRACTURED ZONE OBSERVED JOINT/FRACTURE CHARACTERISTICS 2

R-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 BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

RQD (%)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION FOREMAN: Dave Carter / Doug Wood G. SURF. EL.

DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet STABILIZATION TIME CASING DEPTH SH. 1 OF 7 DRILLING RIG MODEL: CME L55 Track Rig Mod Close Wide (1) 0 Refer to Table 6.1 for Groundwater Data 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 DEPTH (FT)

CORING (MIN/FT) 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING ATTITUDE 4-8

>30 DATE START: 3/18/06 Drilling Fluid Loss (Gallons)

(2) 1-2 (3) 3-10 (4) 11-20 NO. PER FT SAMPLER: N.A.

>50 30-50 8-15 10-30 15-30 ANGLE SPACING/THICKNES Very close Close 0°-5° 5°-35° VERY SOFT BPF

<2 GRANULAR SOILS 0-4 see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Entergy Nuclear Northeast Buchanan, NY DATE START: 3/18/06 DATE END : 3/21/06 VERY SOFT BORING NO. MW - 52 463253.94 PROJECT NO:

41.0017869.10 Reviewed 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.

Indian Point Energy Center NO. PER FT 604733.05 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS 0-4 55°-85° Wide ANGLE SPACING/THICKNESS Very close Close 0°-5° 5°-35° (3) 3-10 (1) 0 35°-55° Mod Close BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

(4) 11-20 8-15 Drilling Fluid Loss (Gallons)

(2) 1-2 IN SITU PROPERTIES WEATHERING SAMPLE DESCRIPTION NOTES SH. 2 OF 7 SAMPLER: N.A.

JOINT/FRACTURE CHARACTERISTICS 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 DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

RQD (%)

N VALUE STABILIZATION TIME NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED Refer to Table 6.1 for Groundwater Data DEPTH CASING BORING NO.

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

MW-52 Very Wide 85°-90° BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet FOREMAN: Dave Carter / Doug Wood BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 FRACTURES PER FOOT WEATHERING HARDNESS IN SITU PROPERTIES PROJECT NO:

41.0017869.10 BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet 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 NOTES 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.

FRACTURED ZONE OBSERVED DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

N VALUE FOREMAN: Dave Carter / Doug Wood DATE START: 3/18/06 Refer to Table 6.1 for Groundwater Data DEPTH Indian Point Energy Center Entergy Nuclear Northeast ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline DATE END : 3/21/06 Buchanan, NY ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet STABILIZATION TIME CASING 463253.94 BORING NO.

MW-52 CASING SIZE: 4-inch-dia. (HW)

CASING HAMMER: N.A.

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 Drilling Fluid Loss (Gallons)

RQD (%)

ANGLE SPACING/THICKNESS HARDNESS WEATHERING GRANULAR SOILS 0-4 (3) 3-10 (4) 11-20 30-50 8-15 10-30 4-8 JOINT/FRACTURE CHARACTERISTICS ROCK CORE CHARACTERISTICS BPF 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 see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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-19 101-106 5/4.9 98 98 0

1 0

105 2

0 R-20 106-111 5/4.8 96 98 1

0 1

110 3

1 R-21 111-116 5/4.9 98 98 0

1 1

115 0

0 R-22 116-121 5/4.8 96 46 1

1 7

5 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

92.4' to 93.8' intersecting foliation and cross-foliation fractures and subvertical curved 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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY FINAL BORING DEPTH: 200 feet BORING NO. MW - 52 463253.94 PROJECT NO:

41.0017869.10 Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS G. SURF. EL.

604733.05 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<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, 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.

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.

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.

SPACING/THICKNESS Very close NO. PER FT SAMPLE DESCRIPTION NOTES BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

SH. 4 OF 7 SAMPLER: N.A.

DATE START: 3/18/06 Drilling Fluid Loss (Gallons)

(2) 1-2 DATE END : 3/21/06 JOINT/FRACTURE CHARACTERISTICS HARDNESS ATTITUDE 4-8

>30 10-30

>50 30-50 CASING HAMMER: N.A.

2-4 COHESIVE SOILS ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

RQD (%)

N VALUE Refer to Table 6.1 for Groundwater Data DEPTH CASING NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED 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 crenulated foliation: 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 schistose gneissic zone.

BORING NO.

(4) 11-20 ANGLE Very Wide 85°-90° MW-52 BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet FOREMAN: Dave Carter / Doug Wood BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 CASING SIZE: 4-inch-dia. (HW)

STABILIZATION TIME see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

3 5

R-23 121-126 5/4.2 84 10 NR 4

5 5

6 125 4

6 5

1 4

R-24 126-131 5/3.6 72 72 0

4 0

130 3

0 3

0 2

R-25 131-136 5/4.8 96 96 0

3 0

4 0

135 4

0 4

0 3

R-26 136-141 5/4.7 94 94 0

4 0

140 3

0 4

R-27 141-146 5/4.7 94 80 0

3 0

4 3

145 3

1 4

0 3

R-28 146-151 5/4.9 98 78 0

3 1

3 2

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY FOREMAN: Dave Carter / Doug Wood DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet 604733.05 Refer to Table 6.1 for Groundwater Data 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-garnet SCHIST, 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 mylonite quartz, pyrite, slickensided and brecciated boundary. Moderately dipping contact with marble at 125.5 feet.

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.

FRACTURED ZONE OBSERVED NOTES BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE JOINT/FRACTURE CHARACTERISTICS 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 CO.: Aquifer Drilling and Testing BORING NO. MW - 52 463253.94 PROJECT NO:

41.0017869.10 Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet STABILIZATION TIME CASING DEPTH Very Wide 85°-90° BORING NO.

MW-52 35°-55° 55°-85° Mod Close ANGLE SPACING/THICKNESS Very close Close 0°-5° 5°-35° Wide (1) 0 ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING DATE END : 3/21/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

CASING HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

ATTITUDE 4-8

>30 DATE START: 3/18/06 Drilling Fluid Loss (Gallons)

(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 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 3

4 3

R-29 151-156 5/4.7 94 60 2

3 2

3 1

155 2

0 4

0 3

R-30 156-161 5/4.7 94 94 0

3 0

160 2

1 4

0 3

R-31 161-166 5/4.9 98 98 0

3 0

3 2

165 4

0 2

1 3

R-32 166-171 5/4.8 96 96 1

3 2

3 1

170 3

2 4

0 3

R-33 171-176 5/4.9 98 96 0

3 0

2 0

175 3

0 2

1 3

R-34 176-181 5/4.9 98 68 0

3 0

4 2

3 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast 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, subvertical foilation: smooth, close to moderately spaced subvertical to subhorizontal, slightly weathered joints/fractures, frequently infilled or healed with stiff green grey pyritiferous silty clay (mylonite).

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

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 463253.94 PROJECT NO:

41.0017869.10 Reviewed by: M.A. Ponti, Jr./ C.Snee/ DJS 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 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF

<2 GRANULAR SOILS HARDNESS IN SITU PROPERTIES 35°-55° ANGLE SPACING/THICKNESS Very close 8-15 15-30 (3) 3-10 (1) 0 VERY SOFT WEATHERING 10-30 BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

Close 0°-5° 5°-35° SH. 6 OF 7 SAMPLER: N.A.

DATE START: 3/18/06 Drilling Fluid Loss (Gallons)

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

N VALUE 0-4 STABILIZATION TIME NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED Refer to Table 6.1 for Groundwater Data DEPTH CASING Wide BORING NO.

178.9' undulating, rough, pyritiferous joint/fracture.

NOTES MW-52 Very Wide 85°-90° BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet FOREMAN: Dave Carter / Doug Wood BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet CASING SIZE: 4-inch-dia. (HW)

SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

Hard, fresh, fine-grained, gray, MARBLE, with faint, very thin, subvertical foliation: smooth, very close to moderately close, moderately dipping to subvertical, 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 orthohombic glassy carbonate crystals and subparrel healed fractures.

see below for values see below for values see below for values see below for values see below for values see below for values

COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 2

R-35 181-186 5/5 100 100 0

0 1

185 0

0 R-36 186-191 5/4.9 98 94 0

2 0

190 0

2 R-37 191-196 5/4.5 90 90 0

0 0

195 0

0 R-38 196-201 5/4.5 88 88 0

0 0

200 0

0 205 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Hard, fresh, fine grained, gray, MARBLE, with faint, subvertical foliation: no apparent joints/fractures. 183.2' - 183.9' Fault. Curved, subvertical to vertical fractures with close to moderately spaced irregular clusters of mica and chlorite growth along healed fractures and micro-faults.

Yellow, gray discoloration, 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, slightly weathered, 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/ DJS Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet PROJECT NO:

BORING NO. MW - 52 NOTES 604733.05 3

BLOWS / 6 INCH ROCK PEN. / REC.(FT /

FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 196.9' - 197.7' vuggy healed breccial with partial growth of orthorhombic glassy carbonate minteral.

JOINT/FRACTURE CHARACTERISTICS End of Boring at 201 feet ROCK CORE: 3 7/8 -inch-dia. (HQ) wireline DATE END : 3/21/06 FOREMAN: Dave Carter / Doug Wood DATE START: 3/18/06 Refer to Table 6.1 for Groundwater Data 41.0017869.10 DEPTH 463253.94 BORING LOG ENGINEER: Anton Gallas / Daniela Bastos (QA by Chris Snee, 5/11/06)

DATE GROUND WATER READINGS 16.77 feet STABILIZATION TIME CASING Very Wide 85°-90° 35°-55° 55°-85° Mod Close Wide BORING NO.

MW-52 CASING SIZE: 4-inch-dia. (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING FRACTURED ZONE OBSERVED

>30 SH. 7 OF 7 SAMPLER: N.A.

ATTITUDE 4-8 Drilling Fluid Loss (Gallons)

>50 30-50 8-15 10-30 4-10 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF (3) 3-10 (4) 11-20 (2) 1-2 ANGLE SPACING/THICKNESS Very close Close 0°-5° 5°-35°

<2 GRANULAR SOILS 0-4 VERY SOFT see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 24/4 S2: Loose, gray and brown, fine to coarse GRAVEL, some Sand, little Silt.

13 12 2

50 - 0 0/0 0

11 S1 10-10 50 - 0 0.0/0.0 30 S5 30 29 28 27 10 - 10 11 - 8 24/11 26 S4 25-27 1

25 24 23 22 8 - 9 6 - 5 24/20 21 S3 20-22 9

8 7

6 5

1 2

3 4

JOINT FRACTURE CHARACTERISTICS S1: No recovery FRACTURED ZONE OBSERVED BORING LOG ENGINEERS: Daniela Bastos/Maurice Ponti/Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner 70.26 feet BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 125 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 ROCK CORE: 3 7/8-inch diameter (HQ) wireline DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

GRANULAR SOILS SAMPLE / CORE NO.

SAMPLE DEPTH BLOWS / 6 INCH DEPTH CASING STABILIZATION TIME ATTITUDE 4-8

>30 DATE START: 6/20/06 Drilling Fluid Loss (Gallons)

CLOSE/THIN NOTES DATE END : 6/29/06 SAMPLE DESCRIPTION SH. 1 OF 5 SAMPLER: CME 55 LC track rig SAMPLER: Split Spoon VERY SOFT HARDNESS IN SITU PROPERTIES WEATHERING PROJECT NO:

41.0017869.10 462822.15 604732.60 NO. OF FRACTURES PER FOOT G. SURF. EL.

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK 5°-35°

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 10-30 WIDE/THICK

<2 HARDNESS ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN 0°-5° 0-4 4-10 ROCK CORE CHARACTERISTICS 10 WEATHERING BPF Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 53 (No soil samples taken from 0 to 10 feet)

S5: No penetration/No recovery Top of Bedrock at 30 feet Refer to Table 6.1 for Groundwater Data 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.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

99 0-4

<2 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF VERY SOFT GRANULAR SOILS

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 10-30 VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK 85°-90° ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° PROJECT NO:

BORING NO. MW - 53 SAMPLER: CME 55 LC Track Rig SAMPLER: Split Spoon DATE START: 6/20/06 Drilling Fluid Loss (Gallons)

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.

NOTES DEPTH HARDNESS IN SITU PROPERTIES WEATHERING FRACTURED ZONE OBSERVED STABILIZATION TIME CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 CASING(BPF)/

CORING (MIN/FT)

BORING NO.

MW-53 BORING LOG ENGINEERS: Daniela Bastos/Maurice Ponti/Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner 70.26 feet 462822.15 SH. 2 OF 5 34 ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 6/29/06 SAMPLE DESCRIPTION DEPTH (FT)

NO. OF FRACTURES PER FOOT SAMPLE / CORE NO.

SAMPLE DEPTH BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 35 31 32 33 R1 34.0-35.4 1.4/1.4 100 0

326 3

4 7

36 2

37 2

38 11 R2 37.5-42.5 5.0/4.4 88 68 371 39 14 40 12 51 5

52 5

53 5

R5 52.5-57.5 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

R6 57.5-62.5 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 R3 42.5-47.5 5.0/5.0 100 70 1

44 12 45 11 FZ 2

FZ 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.

5.0/5.0 100 48 12 R4 47.5-52.5 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.

Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 125 feet 41.0017869.10 604732.60 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

2 80 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

R10 77.5-82.5 5.0/4.9 98 1

77 6

FZ 3

76 5

FZ 2

75 6

0 74 6

FZ 80 0

73 7

R9 72.5-77.5 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

R12 87.5-92.5 5.0/5.0 96 100 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

R11 82.5-87.5 5.0/4.9 82 6

81 7

70 6

100 92 200 69 5

68 4

R8 67.5-72.5 5.0/5.0 67 5

2 66 5

1 2

2 1

190 80 100 5.0/5.0 5

62.5-67.5 R7 64 4

4 5

6 61 62 63 GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 6/29/06 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Daniela Bastos/Maurice Ponti/Sara Covelli DATE SAMPLER: CME 55 LC track rig SAMPLER: Split Spoon FOREMAN: Ed Borner BORING NO.

MW-53 COHESIVE SOILS NO. PER FT (1) 0 BPF

<2 462822.15 604732.60 STABILIZATION TIME NO. OF FRACTURES PER FOOT FINAL BORING DEPTH: 125 feet G. SURF. EL.

NOTES GROUND WATER READINGS 70.26 feet DEPTH CASING ATTITUDE 4-8

>30 Drilling Fluid Loss (Gallons)

CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE Refer to Table 6.1 for Groundwater Data DATE START: 6/20/06 SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT) 65 BLOWS / 6 INCH VERY SOFT

>50 SH. 3 OF 5 BORING LOG BORING NO. MW - 53 Indian Point Energy Center WIDE/THICK VERY WIDE/VERY 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 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° Entergy Nuclear Northeast Buchanan, NY ANGLE SPACING/THICKNESS ROCK CORE CHARACTERISTICS HARDNESS WEATHERING 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; see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

0-4 4-10 10-30 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° WEATHERING

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK 85°-90° WIDE/THICK ATTITUDE NO. OF FRACTURES PER FOOT JOINT FRACTURE CHARACTERISTICS PROJECT NO:

SAMPLER: CME 55 LC track rig SAMPLER: Split Spoon DATE START: 6/20/06 Drilling Fluid Loss (Gallons) 4-8

>30 15-30 NO. PER FT G. SURF. EL.

NOTES DEPTH FRACTURED ZONE OBSERVED HARDNESS IN SITU PROPERTIES WEATHERING CASING CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 94 GRANULAR SOILS ROCK CORE: 3 7/8-inch diameter (HQ) wireline RQD (%)

N VALUE (1) 0 BORING NO.

MW-53 BORING LOG ENGINEERS: Daniela Bastos/Maurice Ponti/Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner 70.26 feet 462822.15 604732.60 STABILIZATION TIME SH. 4 OF 5 DATE END : 6/29/06 SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

95 7

8 5

7 6

91 92 93 92.5-97.5 R13 100 5.0/5.0 290 100 2

0 0

96 7

97 7

98 6

R14 97.5-102.5 5.0/4.8 96 94 260 99 7

100 5

111 5

112 5

113 9

R17 112.5-117.5 5.0/5.0 100 100 370 114 6

115 7

350 94 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

R18 117.5-122.5 5.0/5.0 100 100 320 0

119 7

0 120 7

R18: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; smooth to rough, very close to close, slightly weathered joints/fractures.

0 101 7

1 102 7

0 103 7

R15 102.5-107.5 5.0/5.0 100 0

104 8

1 105 9

2 106 8

FZ 1

107 8

1 100 108 7

R16 107.5-112.5 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 Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 125 feet 41.0017869.10 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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

R19: Hard, fresh, fine-grained, gray MARBLE with very thin, sub-vertical foliation; smooth to rough, very close to close, slightly weathered joints/fractures.

210 100 100 2.5/2.5 122.5-125 R19 121 122 123 125 6

7 8

7 7

GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 6/29/06 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Daniela Bastos/Maurice Ponti/Sara Covelli DATE SAMPLER: CME 55 LC track rig SAMPLER: Split Spoon BORING NO.

MW-53 COHESIVE SOILS NO. PER FT (1) 0 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT WEATHERING BPF

<2 DEPTH CASING STABILIZATION TIME ATTITUDE 4-8

>30 Drilling Fluid Loss (Gallons)

CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT) 124 BLOWS / 6 INCH RQD (%)

N VALUE SH. 5 OF 5 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING NO. MW - 53 VERY WIDE/VERY THICK 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 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° (2) 1-2 IN SITU PROPERTIES WEATHERING PROJECT NO:

41.0017869.10 DATE START: 6/20/06 462822.15 604732.60 NO. OF FRACTURES PER FOOT End of Boring 125 feet HARDNESS NOTES FINAL BORING DEPTH: 125 feet Refer to Table 6.1 for Groundwater Data Buchanan, NY DATUM: NGVD 1929 GROUND WATER READINGS FOREMAN: Ed Borner 70.26 feet G. SURF. EL.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 R3 8.0-10.1 2.1/2.1 100 10 13 13 R4 10.1-13.0 2.9/2.9 100 14 15 14 R5 13-14 1/1 100 15 10 R6 14.0-15.7 1.7/1.7 100 12 R7 15.7-18.7 3/3 100 95 8

0 12 0

12 2

20 15 R8 21.0-26.3 5.3/5.3 100 72 0

FZ 9

19 0

3 16 3

2 25 16 3

0 16 0

0 14 R9 26.3-31.0 4.7/4.7 100 100 0

0 16 3

0 30 13 5

9 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 Center PROJECT NO:

41.0017869.10 BORING NO. MW - 54 1

GRANULAR SOILS ROCK CORE CHARACTERISTICS SAMPLE DEPTH SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ENGINEER: Maurice Ponti/Angela Hough CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

BORING LOG DATE GROUND WATER READINGS 14.99 feet SH. 1 OF 7 FOREMAN: Dave Carter BORING CO.: Aquifer Drilling and Testing Buchanan, NY Entergy Nuclear Northeast MW-54 4

2 3

COHESIVE SOILS 15-30 NO. PER FT (1) 0 462935.57 604554.25 FRACTURED ZONE OBSERVED STABILIZATION TIME NO. OF FRACTURES PER FOOT G. SURF. EL.

DEPTH DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

HARDNESS IN SITU PROPERTIES WEATHERING VERY WIDE/VERY THICK 35°-55° 55°-85° BORING NO.

ATTITUDE 4-8

>30 DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

WIDE/THICK ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/25/06 SAMPLE / CORE NO.

DATUM: NGVD 1929 FINAL BORING DEPTH: 206 feet Refer to Table 6.1 for Groundwater Data NOTES CASING MOD CLOSE/MOD THICK 85°-90°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 2-4 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNESS 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'.

JOINT/FRACTURE CHARACTERISTICS 0-4 4-10 10-30 WEATHERING BPF

<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, concrete Top of Bedrock at 16.8 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

FOREMAN: Dave Carter DATE END : 8/25/06 ENGINEER: Maurice Ponti/Angela Hough DATE 85°-90° BORING NO.

MW-54 VERY WIDE/VERY THICK ROCK CORE: 3 7/8-inch diameter (HQ) wireline 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 FRACTURED ZONE OBSERVED 4-8

>50 DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH N VALUE DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

15-30 SH. 2 OF 7 BORING LOG IN SITU PROPERTIES WEATHERING PROJECT NO:

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

ROCK CORE CHARACTERISTICS HARDNESS 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 FINAL BORING DEPTH: 206 feet Refer to Table 6.1 for Groundwater Data DATUM: NGVD 1929 35°-55° 55°-85° MOD CLOSE/MOD THICK HARDNESS WIDE/THICK NOTES 30-50 8-15 (4) 11-20 (3) 3-10 0-4 4-10 0°-5° 5°-35° VERY SOFT VERY CLOSE/VERY THIN CLOSE/THIN 10-30

<2 GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS ATTITUDE WEATHERING BPF 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.

NO. OF FRACTURES PER FOOT 462935.57 Entergy Nuclear Northeast Indian Point Energy Center BORING NO. MW - 54 G. SURF. EL.

14.99 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

85 12 0

13 0

10 R21 86-91 5.0/5.0 100 100 0

11 0

13 0

90 12 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

0-4 4-10 WEATHERING BPF

<2 VERY SOFT BORING LOG ENGINEER: Maurice Ponti/Angela Hough FOREMAN: Dave Carter Entergy Nuclear Northeast Indian Point Energy Center PROJECT NO:

SH. 3 OF 7 462935.57 DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

4-8 TOTAL CORE REC (%)

RQD (%)

NO. PER FT IN SITU PROPERTIES WEATHERING

>50 30-50 8-15 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

HARDNESS ROCK CORE CHARACTERISTICS GRANULAR SOILS 10-30

>30 2-4 COHESIVE SOILS 15-30 (1) 0 SPACING/THICKNES VERY CLOSE/VERY THIN (3) 3-10 (2) 1-2 DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

DEPTH N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline NOTES DEPTH (FT)

CORING (MIN/FT)

(4) 11-20 JOINT/FRACTURE CHARACTERISTICS FRACTURED ZONE OBSERVED 35°-55° ANGLE R21: Hard, fresh, fine grained, gray MARBLE, with no apparent foliation; no apparent joints/fractures.

NO. OF FRACTURES PER FOOT HARDNESS 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN 0°-5° 5°-35° ATTITUDE WIDE/THICK 85°-90° BORING NO.

MW-54 VERY WIDE/VERY THICK 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.

SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION Buchanan, NY BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATE GROUND WATER READINGS STABILIZATION TIME Refer to Table 6.1 for Groundwater Data CASING BORING NO. MW - 54 DATUM: NGVD 1929 FINAL BORING DEPTH: 206 feet 14.99 feet G. SURF. EL.

604554.25 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

Indian Point Energy Center 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.

BORING CO.: Aquifer Drilling and Testing DATE END : 8/25/06 ENGINEER: Maurice Ponti/Angela Hough 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.

DATE GROUND WATER READINGS FOREMAN: Dave Carter CASING Refer to Table 6.1 for Groundwater Data STABILIZATION TIME NO. OF FRACTURES PER FOOT CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS ROCK CORE: 3 7/8-inch diameter (HQ) wireline GRANULAR SOILS DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

ROCK CORE CHARACTERISTICS 15-30 NO. PER FT (1) 0 SAMPLE DEPTH 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 JOINT/FRACTURE CHARACTERISTICS FINAL BORING DEPTH: 206 feet BORING NO.

MW-54 85°-90° WIDE/THICK VERY WIDE/VERY THICK HARDNESS IN SITU PROPERTIES WEATHERING

>50 DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

FRACTURED ZONE OBSERVED NOTES SAMPLE DESCRIPTION

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 4-8 SH. 4 OF 7 BORING LOG DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

DEPTH 35°-55° 55°-85° MOD CLOSE/MOD THICK 0°-5° 5°-35° 30-50 8-15 VERY CLOSE/VERY THIN CLOSE/THIN 4-10 10-30 (2) 1-2 (3) 3-10 (4) 11-20 ATTITUDE 0-4 WEATHERING BPF

<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 Entergy Nuclear Northeast see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 12 2

0 12 R28 121-126 5.0/5.0 100 88 3

1 12 3

0 12 3

2 125 12 3

0 13 3

FZ 3

12 R29 126.0-131.3 5.3/5.3 100 77 3

FZ 1

13 3

1 12 3

0 130 13 3

0 13 3

1 12 R30 131.3-136.0 4.7/4.7 100 100 3

0 12 3

0 11 3

0 135 11 3

0 11 3

0 10 R31 136-138 2.0/2.0 100 100 3

1 11 3

0 13 R32 138-143 5.0/5.0 100 84 3

1 140 10 3

0 10 3

1 10 3

2 10 3

1 10 R33 143-146 3.0/3.0 100 93 4

3 145 10 4

FZ 1

10 4

0 10 R34 146-151 5.0/5.0 100 74 4

2 10 5

0 10 5

0 150 11 5

1 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

5. Core barrel jammed inside drill rod at 140'; drill rod removed from borehole to retrieve core run R31

6. Sub-vertical joint/fracture between 146.6' and 147.4' deducted from RQD Entergy Nuclear Northeast Indian Point Energy Center 6

PROJECT NO:

BORING CO.: Aquifer Drilling and Testing Buchanan, NY VERY CLOSE/VERY THIN 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 ROCK CORE CHARACTERISTICS COHESIVE SOILS WEATHERING BPF VERY SOFT

<2 HARDNESS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 2-4 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

JOINT/FRACTURE CHARACTERISTICS HARDNESS IN SITU PROPERTIES WEATHERING VERY WIDE/VERY THICK 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 NO. OF FRACTURES PER FOOT Refer to Table 6.1 for Groundwater Data BORING LOG ENGINEER: Maurice Ponti/Angela Hough DATE GROUND WATER READINGS FOREMAN: Dave Carter 14.99 feet 462935.57 604554.25 DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

NOTES DEPTH DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/25/06 SAMPLE DEPTH SAMPLE / CORE 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 DATUM: NGVD 1929 FINAL BORING DEPTH: 206 feet 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,.

FRACTURED ZONE OBSERVED 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.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 150 10 5

8 9

R35 151-156 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 R36 156-161 5.0/5.0 100 32 8

3 13 8

1 12 8

8 160 12 8

15 12 8

10 14 R37 161-166 5.0/5.0 58 8

25 12 28 50 14 30 50 6

165 14 25 NA 12 25 NA 12 R38 166-171 5.0/5.0 100 90 0

0 13 0

3 13 0

2 170 13 0

0 14 0

0 12 R39 171-176 5.0/0.6 12 0

1 1

11 1

NA 10 1

NA 175 6

1 NA 9

1 NA 10 R40 176-181 5.0/5.0 100 54 5

FZ 5

13 5

FZ 7

14 5

2 180 10 5

FZ 5

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 Testing FOREMAN: Dave Carter DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/25/06 SAMPLE DESCRIPTION 85°-90° WIDE/THICK VERY WIDE/VERY THICK BORING NO.

MW-54

>50 DRILLING FLUID LOSS (GALLONS)

ENGINEER: Maurice Ponti/Angela Hough ROCK CORE CHARACTERISTICS 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 Refer to Table 6.1 for Groundwater Data GROUND WATER READINGS 14.99 feet IN SITU PROPERTIES WEATHERING DATUM: NGVD 1929 NOTES STABILIZATION TIME NO. OF FRACTURES PER FOOT DATE DEPTH CASING HARDNESS 4-8 DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

30-50 GRANULAR SOILS CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 10-30 0-4

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

N VALUE

<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.

RQD (%)

(2) 1-2 (3) 3-10 VERY SOFT (1) 0 (4) 11-20 SH. 6 OF 7 BORING LOG Entergy Nuclear Northeast Indian Point Energy Center BORING NO. MW - 54 PROJECT NO:

9 CLOSE/THIN 7

8 FRACTURED ZONE OBSERVED JOINT/FRACTURE CHARACTERISTICS 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 ANGLE SPACING/THICKNESS 0°-5° 5°-35° VERY CLOSE/VERY THIN FINAL BORING DEPTH: 206 feet ATTITUDE BPF 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 462935.57 604554.25 G. SURF. EL.

Buchanan, NY see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 186-191 5.0/4.5

.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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Entergy Nuclear Northeast Indian Point Energy Center 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 JOINT/FRACTURE CHARACTERISTICS 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 End of Boring at 206 feet ROCK CORE CHARACTERISTICS WIDE/THICK ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN 0°-5° 55°-85° MOD CLOSE/MOD THICK 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 4-10 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DATE START: 7/31/06 DRILLING FLUID LOSS (GALLONS)

CLOSE/THIN HARDNESS IN SITU PROPERTIES WEATHERING VERY WIDE/VERY THICK 35°-55° ATTITUDE 4-8

>30 DEPTH (FT) 462935.57 604554.25 STABILIZATION TIME NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES DEPTH 85°-90° BPF

<2 HARDNESS 2-4 15-30 NO. PER FT (1) 0 BORING NO.

MW-54 Buchanan, NY BORING LOG ENGINEER: Maurice Ponti/Angela Hough DATE GROUND WATER READINGS FOREMAN: Dave Carter 14.99 feet SH. 7 OF 7 DRILLING RIG MODEL: Davey Drill DK 515 electric track rig SAMPLER HAMMER: N. A.

DATE END : 8/25/06 BORING CO.: Aquifer Drilling and Testing CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

CORING (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.

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

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

Refer to Table 6.1 for Groundwater Data BORING NO. MW - 54 DATUM: NGVD 1929 FINAL BORING DEPTH: 206 feet 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 see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

10 10 R1 13.5-17.5 4.0/3.3 83 27 4

3 15 7

3 FZ 20 4

4 FZ 20 6

5 FZ 22 4

R2 17.5-22.5 5.0/5.0 100 76 4

FZ 9

3 3

1 20 4

3 2

3 3

2 3

3 FZ 2

3 R3 22.5-27.5 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" Very close HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing R1: Hard, fresh to moderately weathered, fine grained, gray, MARBLE, with faint, very thin, moderately dipping foliation; rough to smooth, very close to close, sub-horizontal to vertical, severely weathered, silt/fine sand filled, iron oxide 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 FRACTURED ZONE OBSERVED NO. OF FRACTURES PER FOOT FOREMAN: Ed Borner SAMPLE DEPTH SAMPLE DESCRIPTION NOTES DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/14/06 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE SAMPLE / CORE NO.

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

DATUM: NGVD 1929 CASING FINAL BORING DEPTH: 77.5 feet Refer to Table 6.1 for Groundwater Data BORING LOG ENGINEER: Anton Gallas/Maurice Ponti DATE GROUND WATER READINGS 18.25 feet 462996.42 604635.96 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 DRILLING FLUID LOSS (GALLONS)

(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.

Top of Bedrock at 9.5 feet (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 Rig SAMPLER HAMMER: N.A.

PROJECT NO:

>50 30-50 8-15 10-30 0°-5° 5°-35° (2) 1-2 HARDNESS ANGLE SPACING/THICKNES VERY SOFT 0-4 4-10 ROCK CORE CHARACTERISTICS JOINT/FRACTURE CHARACTERISTICS GRANULAR 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.

WEATHERING BPF 1

2 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 2

2 3

2 2

R5 32.5-37.5 5.0/5.0 100 100 2

2 0

35 2

0 3

3 2

0 2

R6 37.5-42.5 5.0/5.0 100 100 0

2 0

40 2

0 2

R7 42.5-47.5 5.0/5.0 100 85 0

2 0

45 2

0 2

1 1

2 2

R8 47.5-52.5 5.0/5.0 100 40 FZ 1

2 1

50 2

FZ 0

2 FZ 3

2 FZ 10 2

R9 52.5-57.5 5.0/5.0 100 30 FZ 7

3 FZ 5

55 2

FZ 6

3 FZ 8

2 FZ 12 3

R10 57.5-62.5 5.0/5.0 100 53 5

4 2

60 3

2 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" Very close HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 1929 FINAL BORING DEPTH: 77.5 feet CASING Refer to Table 6.1 for Groundwater Data NO. OF FRACTURES PER FOOT WEATHERING Buchanan, NY BORING CO.: Aquifer Drilling and Testing NOTES DEPTH CORING (MIN/FT)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION ROCK CORE: 3 7/8-inch diameter (HQ) wireline BORING LOG ENGINEER: Anton Gallas/Maurice Ponti DATE GROUND WATER READINGS FOREMAN: Ed Borner 18.25 feet 462996.42 Indian Point Energy Center Entergy Nuclear Northeast 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 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 DEPTH (FT)

>30 VERY SOFT DATE START: 8/9/06 DRILLING FLUID LOSS (GALLONS)

SH. 2 OF 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

PROJECT NO:

41.0017869.10 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE HARDNESS IN SITU PROPERTIES Wide Very Wide 35°-55° 55°-85° Mod Close 85°-90° Close 0°-5° 5°-35° ANGLE SPACING/THICKNES

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 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.

ROCK CORE CHARACTERISTICS 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.

JOINT/FRACTURE CHARACTERISTICS 0-4 4-10 10-30 WEATHERING BPF

<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; 4

30.5'-35.0': White, healed, micro-brecciated Marble zone.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

2 3

0 4

R11 62.5-67.5 5.0/5.0 100 56 0

4 4

65 3

1 4

10 3

5 3

R12 67.5-72.5 5.0/5.0 100 82 4

3 0

70 4

2 3

1 3

2 2

R13 72.5-77.5 5.0/5.0 100 72 1

2 1

75 2

1 3

3 2

1 80 85 90 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" Very close HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 604635.96 DATUM: NGVD 1929 FINAL BORING DEPTH: 77.5 feet BORING NO. MW - 55 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 462996.42 G. SURF. EL.

Refer to Table 6.1 for Groundwater Data NO. OF FRACTURES PER FOOT FRACTURED ZONE OBSERVED End of Boring at 77.5 feet VERY SOFT (2) 1-2 GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS ROCK CORE CHARACTERISTICS WEATHERING BPF HARDNESS BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 8-15 10-30 0-4 4-10

<2

>50 (3) 3-10 (4) 11-20

>30 DATE START: 8/9/06 DRILLING FLUID LOSS (GALLONS)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/14/06 DEPTH (FT)

CORING (MIN/FT) 30-50 DEPTH CASING CASING 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° NOTES ATTITUDE HARDNESS IN SITU PROPERTIES 55°-85° Mod Close Close 0°-5° 5°-35° BORING LOG ENGINEER: Anton Gallas/Maurice Ponti DATE GROUND WATER READINGS FOREMAN: Ed Borner 18.25 feet BORING CO.: Aquifer Drilling and Testing SH. 3 OF 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH 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.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY 0-4 VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL 4-10 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 DIPPING 30-50 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 HARD NOTES:

1. Performed 8-inch diameter vacuum excavation from 0 to 8 feet.

2. Borehole advanced using 3 5/8-inch diameter roller bit

3. Drilled through a cavity void between 16 and 18.5 feet. No split spoon sample taken.

4. Bedrock encountered at approximately 29 feet.

(No soil samples taken from 0 to 8 feet)

NO. OF FRACTURES PER FOOT PROJECT NO:

41.0017869.10 IN SITU PROPERTIES WEATHERING G. SURF. EL.

CASING BORING 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 VERY CLOSE/VERY THIN 0°-5° 5°-35° BORING NO. MW - 56 35°-55° 55°-85° (3) 3-10 DATE START: 8/23/06 DRILLING FLUID LOSS (GALLONS)

(2) 1-2 WEATHERING HARDNESS S5: Medium dense to very dense gray fine to coarse GRAVEL, with fine to coarse brown-gray Sand, little Silt.

ROCK CORE CHARACTERISTICS SPACING/THICKNESS 4

>30 ATTITUDE DEPTH RQD (%)

3 NOTES 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 DATE GROUND WATER READINGS STABILIZATION TIME 70.26 feet SH. 1 OF 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER: 3-inch split spoon 22.5-24.5 SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS CASING SIZE: 4-inch diameter (HW)

DEPTH (FT)

CORING (MIN/FT)

N VALUE CASING HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH BLOWS / 6 INCH GRANULAR SOILS 604658.09 18.5-20.5 20.5-22.5 ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/29/06 Top of Bedrock at 29 feet SAMPLE DESCRIPTION FRACTURED ZONE OBSERVED HARDNESS Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY S9: Medium dense, fine to coarse gray GRAVEL, some coarse gray Sand, little Silt.

FOREMAN: Ed Borner DATUM: NGVD 1929 FINAL BORING DEPTH: 88.5 feet Refer to Table 6.1 for Groundwater Data 462708.49 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

VERY CLOSE/VERY THIN 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.

Indian Point Energy Center Entergy Nuclear Northeast 8

BORING CO.: Aquifer Drilling and Testing NOTES FINAL BORING DEPTH: 88.5 feet Refer to Table 6.1 for Groundwater Data 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.

ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS WEATHERING BPF HARDNESS 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 55°-85° 4-10 462708.49 604658.09 BORING NO. MW - 56 PROJECT NO:

DATUM: NGVD 1929 0°-5° 41.0017869.10 STABILIZATION TIME NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

Buchanan, NY VERY SOFT CORING (MIN/FT)

ROCK CORE CHARACTERISTICS 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.

SAMPLE / CORE NO.

SAMPLE DEPTH BLOWS / 6 INCH DATE START: 8/23/06 DRILLING FLUID LOSS (GALLONS)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/29/06 10-30

<2 2-4 DEPTH (FT)

DEPTH CASING ATTITUDE 85°-90° 15-30 NO. PER FT (1) 0 4-8

>30 35°-55° BORING NO.

MW-56 BORING LOG ENGINEER: S. Covelli/A. Gallas DATE GROUND WATER READINGS FOREMAN: Ed Borner 70.26 feet G. SURF. EL.

SH. 2 OF 3 DRILLING RIG MODEL: CME L55 Track Rig SAMPLER: 3-inch split spoon 5, 6 FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION 7

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R10 79.0-83.5 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 3

FZ 84 4

R11 20 FZ NA 85 4

15 0

86 4

10 1

87 4

8 0

88 4

10 2

89 90 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

462708.49 604658.09 DEPTH HARDNESS DATE START: 8/23/06 GROUND WATER READINGS 70.26 feet 0°-5° 5°-35° ROCK CORE CHARACTERISTICS HARDNESS ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS ATTITUDE WEATHERING VERY CLOSE/VERY THIN 35°-55° 55°-85°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 85°-90° SH. 3 OF 3 BORING LOG FINAL BORING DEPTH: 88.5 feet Indian Point Energy Center Entergy 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) 0 VERY SOFT 4-8 2-4 COHESIVE SOILS 12 End 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.

DRILLING FLUID LOSS (GALLONS)

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.

NOTES IN SITU PROPERTIES BORING NO.

MW-56 ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 8/29/06 RQD (%)

N VALUE 9

CASING HAMMER: N.A.

DRILLING RIG MODEL: CME L55 Track Rig SAMPLER: 3-inch split spoon DEPTH (FT)

CASING SIZE: 4-inch diameter (HW)

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 Buchanan, NY DATUM: NGVD 1929 FOREMAN: Ed Borner Refer to Table 6.1 for Groundwater Data BORING CO.: Aquifer Drilling and Testing G. SURF. EL.

CASING 10 CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH TOTAL CORE REC (%)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION STABILIZATION TIME NO. OF FRACTURES PER FOOT WEATHERING ENGINEER: S. Covelli/A. Gallas DATE see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

4. Water loss in borehole between 9 and 11 feet estimated to be 108 gallons; return water observed at 11 fee

5. Water loss in borehole between 27 and 32 feet estimated to be 330 gallons Buchanan, NY BORING NO. MW - 57 DATUM: NGVD 1929 G. 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': Fractur zone, smooth to slightly rough, very close to close, moderately dipping to sub-vertical, iro oxide 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 Top of Bedrock at 5.5 feet 1

20 18 19 15 1

94 R5: 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.

94 18 16 R5 17-22 5.0/4.7 0

17 15 0

2 16 19 0

15 21 0

14 21 2

5.0/5.0 100 13 15 R4 12-17 12 21 4

4 2

11 21 R7: Hard, fresh to slightly weathered, fine-grained gray to light gray MARBLE healed fau breccia, 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 0

29 20 0

96 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 18 100 23 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

NA 100 2.0/2.0 3.8-5.8 R1 SAMPLE / CORE NO.

SAMPLE DEPTH 1

BLOWS / 6 INCH COHESIVE SOILS 2

3 4

GRANULAR SOILS 5

12 12 FOREMAN: Dave Carter 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 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT WEATHERING JOINT FRACTURE CHARACTERISTICS WIDE/THICK VERY WIDE/VERY THICK FINAL BORING DEPTH: 47 feet Refer to Table 6.1 for Groundwater Data STABILIZATION TIME NO. OF FRACTURES PER FOOT DATE FRACTURED ZONE OBSERVED GROUND WATER READINGS NOTES 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 DRILLING FLUID LOSS (GALLONS)

SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

SAMPLER HAMMER: N.A.

14.98 feet ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 7/20/06 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Angela Hough/Maurice Ponti/Sara Covelli DRILLING RIG MODEL: DAVEY DK515 Track Rig SH. 1 OF 2 BORING LOG Indian Point Energy Center SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE IN SITU PROPERTIES 41.0017869.10 462888.55 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 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN HARDNESS WEATHERING ATTITUDE see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

6. Water loss during R8 estimated to be 252 gallons

7. Water loss during R9 estimated to be 304 gallons Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

41.0017869.10 BORING NO. MW - 57 462888.55 604562.36 STABILIZATION TIME DATUM: NGVD 1929 FINAL BORING DEPTH: 47 feet R7: (continued) disseminated pyrite, concentrated along joints/fractures; 31.0 38.0': 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/fracture 36.4': Distinct contact between light gray and gray MARBLE.

Buchanan, NY G. SURF. EL.

ROCK CORE CHARACTERISTICS HARDNESS WEATHERING 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 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° SH. 2 OF 2 DRILLING RIG MODEL: DAVEY DK515 Track Rig SAMPLER HAMMER: N.A.

VERY SOFT DATE START: 7/14/06 DRILLING FLUID LOSS (GALLONS)

WIDE/THICK NOTES HARDNESS IN SITU PROPERTIES WEATHERING ATTITUDE 4-8

>30 DEPTH CASING NO. OF FRACTURES PER FOOT CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 DATE END : 7/20/06 SAMPLE DESCRIPTION BORING NO.

MW-57 85°-90° VERY WIDE/VERY THICK BORING LOG ENGINEERS: Angela Hough/Maurice Ponti/Sara Covelli DATE GROUND WATER READINGS FOREMAN: Dave Carter 14.98 feet ROCK CORE: 3 7/8-inch diameter (HQ) wireline DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

N VALUE TOTAL CORE REC (%)

RQD (%)

BORING CO.: Aquifer Drilling and Testing GRANULAR SOILS SAMPLE / CORE NO.

SAMPLE DEPTH 35 16 11 8

JOINT FRACTURE CHARACTERISTICS 51 FRACTURED ZONE OBSERVED 10 12 31 32 33 34 32-37 R8 100 5.0/5.0 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 62 R10: 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 8

End 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 see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

462864.26 G. SURF. EL.

14.57 feet PROJECT 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; 24.9 25.5': Partially healed fault breccia with pitted, vugular texture.

7 FZ 20 14 4

FZ 19 15 1

16 FZ 4,5 100 18 15 R1 17.5-22.5 5.0/5.0 17 20 - 100 2

.67/.25 16 S2 15-17 3

15 2

14 13 12 - 12 12 0

11 S1 10-12 10 - 12 21 24/12 1

2 96 FZ 1

28 15 R3 27.5-32.5 5.0/4.9 98 FZ 27 15 2

1 26 15 FZ 3

FZ 10 FZ 6

FZ FZ 6

7 FZ 100 25 14 24 12 23 10 R2 22.5-27.5 5.0/5.0 62 22 16 21 15 10 8

7 6

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH DRILLING FLUID LOSS (GALLONS) 9 GRANULAR SOILS 29 27 30 22 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara Covelli DATE FOREMAN: Dave Carter DATE START: 6/29/06 Refer to Table 6.1 for Groundwater Data STABILIZATION TIME JOINT/FRACTURE CHARACTERISTICS 0°-5° NO. PER FT (1) 0 NOTES GROUND WATER READINGS DEPTH HARDNESS IN SITU PROPERTIES WEATHERING SAMPLE DESCRIPTION DATE END : 7/10/06 NO. OF FRACTURES PER FOOT BORING NO.

MW-58 ATTITUDE 5°-35° VERY CLOSE/VERY THIN CLOSE/THIN WIDE/THICK 85°-90° VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS 4-8

>30

>50 VERY SOFT (2) 1-2 (3) 3-10 (4) 11-20 DRILL RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: 140 lbs.

5 N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline DEPTH (FT)

CORING (MIN/FT) 1 2

3 4-10 10-30 2-4 15-30 30-50 8-15 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

4 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

SH. 1 OF 3 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING NO. MW - 58 604400.31 CASING DATUM: NGVD 1929 FINAL BORING DEPTH: 72.5 feet Buchanan, NY 0-4

<2 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF COHESIVE SOILS (No soil samples taken from 0 to 10 feet)

Top of Bedrock at approximately 15 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

FINAL BORING DEPTH: 72.5 feet Refer to Table 6.1 for Groundwater Data Buchanan, NY BORING NO. MW - 58 DATUM: NGVD 1929 G. SURF. EL.

14.57 feet GROUND WATER READINGS FOREMAN: Dave Carter 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 ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 2-4 4-10 10-30 HARDNESS IN SITU PROPERTIES WEATHERING PROJECT NO:

41.0017869.10 462864.26 604400.31 STABILIZATION TIME NO. OF FRACTURES PER FOOT SH. 2 OF 3 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast DRILL RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: 140 lbs.

SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

ROCK CORE CHARACTERISTICS CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>30 DEPTH CASING FRACTURED ZONE OBSERVED NOTES COHESIVE SOILS 15-30 NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS ATTITUDE 4-8 WIDE/THICK BORING NO.

MW-58 85°-90° VERY WIDE/VERY THICK 35°-55° 55°-85° DATE END : 7/10/06 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara Covelli DATE DATE START: 6/29/06 51 30 SAMPLE / CORE NO.

SAMPLE DEPTH 31 21 DRILLING FLUID LOSS (GALLONS) 32 33 34 35 16 13 25 22 32.5-37.5 R4 98 4.9-5.0 83 FZ 2

0 1

4 4

36 17 37 13 38 15 R5 37.5-42.5 5.0/5.0 100 69 39 13 40 14 52 20 53 14 R8 52.5-57.5 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 R9 57.5-62.5 5.0/5.0 100 16 FZ 3

59 20 3

60 22 3

41 15 1

42 17 1

43 15 R6 42.5-47.5 5.0/5.0 100 62 4

44 14 2

45 19 88 3

46 13 3

47 19 5

48 13 R7 47.5-52.5 5.0/5.0 100 2

49 22 1

50 28 1

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 1

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

DATUM: NGVD 1929 FINAL BORING DEPTH: 72.5 feet G. SURF. EL.

PROJECT NO:

41.0017869.10 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 R11 67.5-72.5 5.0/5.0 67 11 3

66 11 6

2 3

12 FZ FZ FZ 48 100 5.0/5.0 62.5-67.5 R10 63 8

10 11 JOINT/FRACTURE CHARACTERISTICS GRANULAR SOILS DATE END : 7/10/06 BORING CO.: Aquifer Drilling and Testing ENGINEERS: Anton Gallas/Daniella Bastos/Maurice Ponti/Sara Covelli DATE Refer to Table 6.1 for Groundwater Data FOREMAN: Dave Carter DATE START: 6/29/06 SAMPLE DESCRIPTION BORING NO.

MW-58 85°-90° 15-30 NO. PER FT (1) 0 VERY SOFT 2-4 4-8 WIDE/THICK VERY WIDE/VERY THICK NOTES GROUND WATER READINGS 14.57 feet FRACTURED ZONE OBSERVED STABILIZATION TIME NO. OF FRACTURES PER FOOT HARDNESS IN SITU PROPERTIES WEATHERING DEPTH CASING

>30 DRILLING FLUID LOSS (GALLONS)

ATTITUDE DRILL RIG MODEL: CME L55 Track Rig SAMPLER HAMMER: 140 lbs.

65 N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH 61

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

64 20 20 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC. (FT/FT)

TOTAL CORE REC (%)

RQD (%)

62 SH. 3 OF 3 BORING LOG Indian Point Energy Center 462864.26 Entergy Nuclear Northeast BORING NO. MW - 58 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° Buchanan, NY 0-4

<2 ROCK CORE CHARACTERISTICS HARDNESS WEATHERING BPF COHESIVE SOILS see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 S3 11.0-12.2 8 - 38 14/2 13 50/2" 14 15 16 S4 15.0-15.2 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

1. Bore hole was vacuum excavated between 0 and 5.0 feet below existing grade (b.e.g.) Borehole advanced using CME 55 Truck Rig

2. 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.

(No soil samples taken from 0 to 7 feet)

S3: Very dense, gray, medium GRAVEL, some fine to coarse Sand, little Silt.

Top of Bedrock at 13 feet BORING NO. MW - 59 DATUM: NGVD 1929 FINAL BORING DEPTH: 77 feet G. SURF. EL.

PROJECT NO:

41.0017869.10 2,3 Buchanan, NY Refer to Table 6.1 for Groundwater Data S1: Medium dense, gray, medium GRAVEL, some Sand, trace Silt.

1 5

4 FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DEPTH (FT)

S2: Medium dense, brown-gray, medium GRAVEL and fine to coarse SAND, trace Silt.

GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS ROCK CORE CHARACTERISTICS NO. OF FRACTURES PER FOOT BLOWS / 6 INCH SAMPLER: 3" split spoon SAMPLER HAMMER: 140 lbs Automatic ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 9/8/06 FOREMAN: Ed Borner BORING LOG ENGINEER: Anton Gallas DATE GROUND WATER READINGS 14.52 feet SH. 1 OF 3 462912.91 604330.15 STABILIZATION TIME BORING CO.: Aquifer Drilling and Testing BORING NO.

MW-59 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 CORING (MIN/FT)

DEPTH CASING HARDNESS

>50 30-50 8-15 MOD CLOSE/MOD THICK VERY SOFT IN SITU PROPERTIES WEATHERING VERY WIDE/VERY THICK 35°-55° ATTITUDE NOTES 55°-85° DATE START: 9/5/06 DRILLING FLUIDS LOST (GALLONS) 4-8

>30 (3) 3-10 (4) 11-20 (2) 1-2 4-10 10-30 WEATHERING BPF

<2 85°-90° WIDE/THICK CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNES 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 Indian Point Energy Center Entergy Nuclear Northeast 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 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

TOTAL CORE REC (%)

RQD (%)

N VALUE SH. 2 OF 3 DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

BORING LOG ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Ed Borner 14.52 feet 462912.91 BORING NO.

MW-59 85°-90° CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 FRACTURED ZONE OBSERVED NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES DEPTH CASING ATTITUDE 4-8

>30 DATE START: 9/5/06 DRILLING FLUIDS LOST (GALLONS)

DATE END : 9/8/06 WEATHERING ROCK CORE CHARACTERISTICS 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.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline SAMPLER: 3" split spoon SAMPLER HAMMER: 140 lbs Automatic BORING CO.: Aquifer Drilling and Testing 41.0017869.10 Buchanan, NY DATUM: NGVD 1929 FINAL BORING DEPTH: 77 feet Refer to Table 6.1 for Groundwater Data 604330.15 STABILIZATION TIME HARDNESS WIDE/THICK IN SITU PROPERTIES WEATHERING PROJECT NO:

5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 4-10 VERY WIDE/VERY THICK ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS VERY CLOSE/VERY THIN 0°-5° CLOSE/THIN 35°-55° 55°-85° MOD CLOSE/MOD THICK BPF

<2 HARDNESS 0-4 VERY SOFT Indian Point Energy Center Entergy Nuclear Northeast 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.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 61 4

4 4

62 3

3 0

63 4

R9 62-67 5.0/4.6 91 77 4

2 64 4

10 FZ 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 WEATHERING BPF

<2 VERY SOFT ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS ATTITUDE VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK HARDNESS IN SITU PROPERTIES WEATHERING DATUM: NGVD 1929 FINAL BORING DEPTH: 77 feet Refer to Table 6.1 for Groundwater Data NOTES SH. 3 OF 3 BORING LOG BORING NO. MW - 59 SAMPLER: 3" split spoon BORING CO.: Aquifer Drilling and Testing Indian Point Energy Center SAMPLER HAMMER: 140 lbs Automatic

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

DRILLING FLUIDS LOST (GALLONS)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline N VALUE 4-8 DEPTH CASING (1) 0 462912.91 604330.15 FRACTURED ZONE OBSERVED STABILIZATION TIME NO. OF FRACTURES PER FOOT G. SURF. EL.

DATE GROUND WATER READINGS CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT SAMPLE / CORE NO.

SAMPLE DEPTH DEPTH (FT)

BORING NO.

MW-59 85°-90° ENGINEER: Anton Gallas SAMPLE DESCRIPTION CORING (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 Northeast 14.52 feet DATE END : 9/8/06 FOREMAN: Ed Borner DATE START: 9/5/06 Buchanan, NY PROJECT NO:

41.0017869.10 see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 60 HARDNESS IN SITU PROPERTIES WEATHERING PROJECT NO:

41.0017869.10 463381.26 604585.60 STABILIZATION TIME NO. OF FRACTURES PER FOOT 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 WEATHERING BPF

<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 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° (2) 1-2 ROCK CORE: 3 7/8-inch diameter (HQ) wireline SH. 1 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

ATTITUDE 4-8

>30 DEPTH CASING FRACTURED ZONE OBSERVED FINAL BORING DEPTH: 200 feet Refer to Table 6.1 for Groundwater Data G. SURF. EL.

CASING SIZE: HQ CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS BORING NO.

MW-60 85°-90° WIDE/THICK VERY WIDE/VERY THICK BORING LOG ENGINEER: Angela Hough DATE GROUND WATER READINGS 14.31 feet DEPTH (FT)

CORING (MIN/FT)

DATE START: 10/11/06 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DRILLING FLUIDS LOST (GALLONS)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION GRANULAR SOILS ROCK CORE CHARACTERISTICS 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.

(No soil samples taken from 0 to 6 feet)

Top of Bedrock at 8.5 feet S1 8.0-8.4 100/5" 5/3 BORING CO.: Aquifer Drilling and Testing 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 FOREMAN: Dave Carter NOTES 2

1 S1: Very dense, medium GRAVEL, trace brown fine to medium Sand.

see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

3. Horizontal fracture 1/4" wide with white calcite crystals (up to 1/4" thick).

BORING NO. MW - 60 PROJECT NO:

463381.26 41.0017869.10 G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet Refer to Table 6.1 for Groundwater Data WEATHERING NOTES NO. OF FRACTURES PER FOOT 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 WEATHERING BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS VERY CLOSE/VERY THIN 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 CASING SIZE: HQ CASING HAMMER: N.A.

2-4 ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DATE START: 10/11/06 DRILLING FLUIDS LOST (GALLONS)

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 FRACTURED ZONE OBSERVED 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.

SAMPLE / CORE NO.

85°-90° VERY WIDE/VERY THICK SAMPLE DEPTH (FT) 35°-55° 55°-85° BORING NO.

MW-60 BORING LOG ENGINEER: Angela Hough DATE GROUND WATER READINGS FOREMAN: Dave Carter 14.31 feet BORING CO.: Aquifer Drilling and Testing SH. 2 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

DEPTH (FT)

CORING (MIN/FT) 3 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

FINAL BORING DEPTH: 200 feet DEPTH 463381.26 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing VERY CLOSE/VERY THIN 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.

0 10 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

0 5

3 10 5

0 96 10 5.0/5.0 100 5

R14 75-80 0

10 5

12 20 FZ 0

5 3

5 0

5 5.0/5.0 100 5

R13 70-75 0

4 1

4 0

0 4

4 0

0 5

R16 85-90 5.0/5.0 100 95 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 88 5.0/5.0 5

60-65 R11 5

5 5

5 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS 8

5 FRACTURED ZONE OBSERVED DATE END : 10/23/06 SAMPLE DESCRIPTION Refer to Table 6.1 for Groundwater Data STABILIZATION TIME GROUND WATER READINGS DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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

BLOWS / 6 INCH 41.0017869.10 14.31 feet PROJECT NO:

ENGINEER: Angela Hough DATE FOREMAN: Dave Carter DRILLING FLUIDS LOST (GALLONS) 35°-55° 55°-85° 85°-90° WIDE/THICK VERY WIDE/VERY THICK BORING NO.

MW-60 CASING SIZE: HQ CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30

>30 DATE START: 10/11/06 VERY SOFT NO. PER FT (1) 0 (2) 1-2 (3) 2-10 (4) 10-20 ATTITUDE NO. OF FRACTURES PER FOOT NOTES HARDNESS WEATHERING IN SITU PROPERTIES ANGLE DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS

>50 30-50 0-4 4-10 10-30 TOTAL CORE REC (%)

N VALUE 8-15 100 4-8 0°-5° 5°-35° WEATHERING BORING LOG SH. 3 OF 7 CASING G. SURF. EL.

604585.60 DATUM: NGVD 1929 BORING NO. MW - 60 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

4. 104.8'-105.1': Micacous schist Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 60 SPACING/THICKNES VERY CLOSE/VERY THIN CLOSE/THIN 41.0017869.10 14.31 feet CASING DATUM: NGVD 1929 FINAL BORING DEPTH: 200 feet Refer to Table 6.1 for Groundwater Data G. SURF. EL.

0-4 4-10 10-30 2-4 HARDNESS CASING SIZE: HQ CASING HAMMER: N.A.

DATE START: 10/11/06 DRILLING FLUIDS LOST (GALLONS)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06 ROCK CORE CHARACTERISTICS DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

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 FOREMAN: Dave Carter VERY SOFT ENGINEER: Angela Hough (1) 0 NO. PER FT WEATHERING 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 VERY WIDE/VERY THICK 85°-90° BORING NO.

ATTITUDE 35°-55° 55°-85° ANGLE 5°-35° MOD CLOSE/MOD THICK MW-60 BORING LOG 463381.26 604585.60 SH. 4 OF 7 PROJECT NO:

DEPTH (FT)

CORING (MIN/FT)

BORING CO.: Aquifer Drilling and Testing IN SITU PROPERTIES HARDNESS WEATHERING GROUND WATER READINGS NO. OF FRACTURES PER FOOT NOTES FRACTURED ZONE OBSERVED DEPTH STABILIZATION TIME GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 4 3

4 3

4 90-95 R17 100 5.0/5.0 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 6

3 5

3 R21 110-115 5.0/5.0 100 88 8

3 10 3

10 3

9 4

10 100 5

5 5

8 1

0 0

1 0

1 1

4 2

0 3

R22 115-120 5.0/5.0 100 100 10 1

3 15 2

3 15 3

3 15 1

5 12 2

3 R19 100-105 5.0/5.0 100 0

3 0

2 4

1 3

R20 105-110 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 1

3 8

0 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 60 41.0017869.10 463381.26 VERY WIDE/VERY THICK 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.

604585.60 DATUM: NGVD 1929 Refer to Table 6.1 for Groundwater Data GROUND WATER READINGS CASING STABILIZATION TIME 0

15 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

1 3

5 3

1 10 FZ 4

0 86 8

5.0/5.0 100 4

R26 135-140 1

8 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

3 100 3

R25 130-135 5.0/4.9 0

10 3

1 8

3 2

10 1

3 10 3

0 1

3 R28 145-150 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

R27 140-145 5.0/5.0 12 3

10 4

10 3

100 100 10 3

0 4

R24 125-130 5.0/5.0 2

1 0

0 10 8

10 10 12 92 100 5.0/5.0 R23 120-125 5

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 3 3

5 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

BORING CO.: Aquifer Drilling and Testing BORING LOG ENGINEER: Angela Hough DATE FOREMAN: Dave Carter G. SURF. EL.

CASING SIZE: HQ DEPTH FINAL BORING DEPTH: 200 feet 14.31 feet BORING NO.

MW-60 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE NO. OF FRACTURES PER FOOT NOTES IN SITU PROPERTIES WEATHERING HARDNESS 85°-90° 35°-55° 55°-85° WIDE/THICK ATTITUDE 4-8

>30 DATE START: 10/11/06 DRILLING FLUIDS LOST (GALLONS)

NO. PER FT (1) 0 CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 3

SH. 5 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

PROJECT NO:

BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 0-4 4-10 10-30 ANGLE 0°-5° 5°-35° WEATHERING VERY CLOSE/VERY THIN CLOSE/THIN MOD CLOSE/MOD THICK see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

5. Drilling fluid return water changed color from light gray to dark gray at 166.5' - 167.0'.

Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY GROUND WATER READINGS CASING STABILIZATION TIME FINAL BORING DEPTH: 200 feet BORING NO. MW - 60 463381.26 604585.60 DATUM: NGVD 1929 5°-35° CLOSE/THIN ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT WEATHERING VERY CLOSE/VERY THIN 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 FRACTURED ZONE OBSERVED 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. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE PROJECT NO:

G. SURF. EL.

CASING SIZE: HQ CASING HAMMER: N.A.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06 SAMPLER HAMMER: N.A.

SH. 6 OF 7 14.31 feet 41.0017869.10 FZ BORING LOG ENGINEER: Angela Hough DATE FOREMAN: Dave Carter DRILLING 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. OF FRACTURES PER FOOT NOTES BORING NO.

(4) 10-20 MW-60 85°-90° VERY WIDE/VERY THICK DEPTH (FT)

CORING (MIN/FT)

BORING CO.: Aquifer Drilling and Testing IN SITU PROPERTIES WEATHERING HARDNESS DATE START: 10/11/06 DRILLING FLUIDS LOST (GALLONS)

BLOWS / 6 INCH GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 3 3

3 4

3 150-155 R29 100 5.0/5.0 8

8 10 8

15 100 0

0 0

1 0

3 R30 155-160 5.0/5.0 100 76 20 2

15 3

10 3

8 3

8 4

R33 170-175 5.0/5.0 100 78 8

6 8

5 10 4

12 100 8

10 8

100 8

10 8

6 1

1 1

0 0

9 5

R34 175-180 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

R31 160-165 5.0/5.0 1

3 0

4 0

3 0

4 R32 165-170 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 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 60 41.0017869.10 463381.26 VERY WIDE/VERY THICK 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.

604585.60 DATUM: NGVD 1929 Refer to Table 6.1 for Groundwater Data GROUND WATER READINGS CASING STABILIZATION TIME 0

7 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

1 7

0 7

8 1

100 8

5.0/5.0 100 8

R38 195-200 1

7 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

9 100 9

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

7 100 100 5.05.0 R35 180-185 8

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 8 8

7 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 10/23/06 SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

BORING CO.: Aquifer Drilling and Testing BORING LOG ENGINEER: Angela Hough DATE FOREMAN: Dave Carter G. SURF. EL.

CASING SIZE: HQ DEPTH FINAL BORING DEPTH: 200 feet 14.31 feet BORING NO.

MW-60 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE NO. OF FRACTURES PER FOOT NOTES IN SITU PROPERTIES WEATHERING HARDNESS 85°-90° 35°-55° 55°-85° WIDE/THICK ATTITUDE 4-8

>30 DATE START: 10/11/06 DRILLING FLUIDS LOST (GALLONS)

NO. PER FT (1) 0 CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 9

SH. 7 OF 7 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: N.A.

PROJECT NO:

BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 0-4 4-10 10-30 ANGLE 0°-5° 5°-35° WEATHERING VERY CLOSE/VERY THIN CLOSE/THIN MOD CLOSE/MOD THICK see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 WEATHERING BPF PROJECT NO:

41.0017869.10

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 SAMPLER HAMMER: 140 lbs Automatic DRILLING RIG MODEL: CME 55 Truck Rig DATE START: 9/6/06 DRILLING FLUIDS LOST (GALLONS)

Wide HARDNESS IN SITU PROPERTIES WEATHERING 5°-35° ANGLE ATTITUDE 4-8

>30 DEPTH CASING NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES FRACTURED ZONE OBSERVED Refer to Table 6.1 for Groundwater Data STABILIZATION TIME JOINT/FRACTURE CHARACTERISTICS 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 DATE GROUND WATER READINGS SH. 1 OF 8 BORING NO. MW - 61 DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet DEPTH (FT)

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.

COHESIVE SOILS ROCK CORE CHARACTERISTICS CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE S1:Loose, fine to medium GRAVEL, some fine to medium brown Sand, trace Silt.

1 2

(No soil samples taken from 0 to 7 feet)

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY FOREMAN: Paul Gaddis BORING CO.: Aquifer Drilling and Testing see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 6 - 13 S13 31-33 5 - 4 8

24/24 4 - 5 S14 33-35 5 - 4 9

24/11 74 35 5 - 16 S15 35.0-36.7 34 - 14 24 24/24 10 - 15 S16 37.0-38.8 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 60 9

6 FZ 12 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 WEATHERING BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS ATTITUDE

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 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 DRILLING FLUIDS LOST (GALLONS)

SH. 2 OF 8 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic

>30 VERY SOFT NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES DEPTH CASING CASING 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 ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis BORING NO. MW - 61 DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

N VALUE S14: Very stiff, gray, Silty CLAY, some medium Gravel.

Top of Bedrock at approximately 39 feet FRACTURED ZONE OBSERVED 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.

RQD (%)

S16: Very stiff, fine to medium GRAVEL, some gray Silty CLAY. Rock in tip.

TOTAL CORE REC (%)

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.

Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY STABILIZATION TIME BORING CO.: Aquifer Drilling and Testing see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

ATTITUDE 10-30 WEATHERING BPF

<2 HARDNESS 0-4 4-10 35°-55° 55°-85° Mod Close ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS 0°-5° 5°-35° DATE START: 9/6/06 DRILLING FLUIDS LOST (GALLONS)

SH. 3 OF 8 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic

>30 VERY SOFT CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30

>50 30-50 8-15 4-8 ROCK CORE CHARACTERISTICS GRANULAR SOILS MW-61 BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis BORING NO. MW - 61 CASING SIZE: 6-inch diameter (SW)

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° BORING CO.: Aquifer Drilling and Testing DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet Refer to Table 6.1 for Groundwater Data G. SURF. EL.

DEPTH BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) core barrel FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DEPTH (FT)

CORING (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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY PROJECT NO:

IN SITU PROPERTIES WEATHERING CASING STABILIZATION TIME NO. OF FRACTURES PER FOOT 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 NOTES see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R12 101-106 5.0/5.0 100 100 0

5 0

105 5

1 5

0 4

R13 106-111 5.0/5.0 100 100 0

5 0

110 4

0 5

R14 111-116 5.0/5.0 100 100 0

5 0

6 0

115 5

0 5

R15 116-121 5.0/5.0 100 96 0

5 0

5 2

120 5

2 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

BORING CO.: Aquifer Drilling and Testing CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION Refer to Table 6.1 for Groundwater Data HARDNESS IN SITU PROPERTIES BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis ROCK CORE: 3 7/8-inch diameter (HQ) core barrel 85°-90° Very Wide BORING NO.

MW-61 CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 DATE END :

WEATHERING NO. OF FRACTURES PER FOOT DEPTH CASING

>30 VERY SOFT DATE START: 9/6/06 DRILLING FLUIDS LOST (GALLONS)

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.

R13: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent 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 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic FRACTURED ZONE OBSERVED NOTES STABILIZATION TIME DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 30-50 8-15 BLOWS / 6 INCH DEPTH (FT) 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° ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS WEATHERING BPF R14: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 61 PROJECT NO:

G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

0 4

R16 121-126 5.0/5.0 100 88 0

5 2

4 1

125 4

0 4

R17 126-131 5.0/5.0 100 100 0

3 0

130 3

0 4

0 3

R18 131-136 5.0/5.0 100 100 0

3 0

4 0

135 3

0 3

1 4

R19 136-141 5.0/0.2 4

0 3

NA 4

3 NA 5

3 NA 140 5

3 NA 5

3 NA 4

R20 141-146 5.0/0.8 5

17 0

3 1

5 3

NA 5

3 NA 145 5

3 NA 6

3 NA 5

R21 146-151 5.0/0 0

NA 3

NA 5

3 NA 4

3 NA 150 5

3 NA BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 WEATHERING BPF

<2 HARDNESS VERY SOFT 0-4

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 2-4 15-30 CASING HAMMER: N.A.

DEPTH (FT)

SAMPLE / CORE NO.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DRILLING FLUIDS LOST (GALLONS)

HARDNESS IN SITU PROPERTIES SH. 5 OF 8 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic FRACTURED ZONE OBSERVED ATTITUDE 4-8

>30 DEPTH CASING BORING NO.

MW-61 85°-90° 0°-5° 5°-35° JOINT/FRACTURE CHARACTERISTICS Very close (1) 0 ROCK CORE CHARACTERISTICS NO. PER FT ANGLE SPACING/THICKNES Wide Mod Close Close 55°-85° 35°-55° BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis CASING SIZE: 6-inch diameter (SW)

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

5 CORING (MIN/FT)

SAMPLE DEPTH (FT)

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.

R17: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

BORING CO.: Aquifer Drilling and Testing DATE END :

DATE START: 9/6/06 WEATHERING DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet Refer to Table 6.1 for Groundwater Data NO. OF FRACTURES PER FOOT NOTES Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 61 PROJECT NO:

G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

4 R22 151-156 5.0/0 0

NA 4

8 155 5

6 3

R23 156-161 5.0/0 0

NA 4

4 160 5

4 4

R24 161-166 5.0/0 0

NA 5

5 165 6

6 S17 166.0-166.4 100/5" 5/5 100 NA 7

7 170.5 8

9 5

R26 171.5-176.5 5.0/0 0

NA 5

10 175.5 10 10 6

R27 176.5-181.5 5.0/0 0

NA 6

9 180.5 8

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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 8

NOTES 6

BORING CO.: Aquifer Drilling and Testing BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis NO. OF FRACTURES PER FOOT BORING NO.

MW-61 2-4 (4) 11-20 Mod Close Wide Very Wide 4-8 CORING (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 DEPTH CASING STABILIZATION TIME HARDNESS IN SITU PROPERTIES

>30 GRANULAR SOILS WEATHERING BPF DATE START: 9/6/06 DRILLING FLUIDS LOST (GALLONS)

TOTAL CORE REC (%)

RQD (%)

DATE END :

CASING HAMMER: N.A.

SAMPLE / CORE NO.

7 R25: Hard, fresh, gray MARBLE, with faint, very thin, sub-vertical foliation:

smooth to rough, very close, horizontal to vertical joints/fractures.

R26: No Recovery R25 166.5-171.5 NA 0

5.0/0.3 SH. 6 OF 8 PROJECT NO:

BORING NO. MW - 61 Indian Point Energy Center Entergy Nuclear Northeast WEATHERING DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet Refer to Table 6.1 for Groundwater Data FRACTURED ZONE OBSERVED SAMPLE DESCRIPTION G. SURF. EL.

Buchanan, NY Close 5°-35° ANGLE SPACING/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 COHESIVE SOILS ROCK CORE CHARACTERISTICS R27: No Recovery 9

JOINT/FRACTURE CHARACTERISTICS DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic N VALUE CASING SIZE: 6-inch diameter (SW)

SAMPLE DEPTH (FT)

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

DEPTH (FT) see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 11 3

8 R28 181.5-186.5 5.0/0 0

NA 2

8 2

185.5 10 2

11 2

9 R29 186.5-191.5 5.0/0 0

NA 4

6 3

7 3

190.5 7

3 6

3 7

R30 191.5-196.5 5.0/0 0

NA 4

6 4

195.5 5

4 5

4 S18 196.5-197.7 14 - 37 NA 14/10 NA 100/2" 8

R31 197.7-200.3 4

4 200 4

S19 200.3-201.0 39 100/2" NA 8/3 NA R32 201-206 5.0/1.5 30 0

6 6

6 205 6

6 R33 206 -

211 5.0/0 0

0 5

5 5

210 5

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

BPF

<2 85°-90°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 NO. OF FRACTURES PER FOOT STABILIZATION TIME PROJECT NO:

CASING Refer to Table 6.1 for Groundwater Data CASING SIZE: 6-inch diameter (SW)

BORING CO.: Aquifer Drilling and Testing 35°-55° 55°-85° Mod Close Wide ANGLE HARDNESS SH. 7 OF 8 DRILLING RIG MODEL: CME 55 Truck Rig SAMPLER HAMMER: 140 lbs Automatic VERY SOFT DATE START: 9/6/06 DRILLING FLUIDS LOST (GALLONS)

R29: No Recovery ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

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 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 0-4 MW-61 NO. PER FT (1) 0 Very Wide Close BORING NO.

0°-5° 5°-35° Very close WEATHERING BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis Indian Point Energy Center Entergy Nuclear Northeast 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.

ROCK CORE CHARACTERISTICS GRANULAR SOILS R31: No Recovery S19: Fractured zone: Severly to completely weathered, very close to close, horizontal to vertical, clay coated joints/fractures. Fault breccia.

JOINT/FRACTURE CHARACTERISTICS R33: No recovery.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION S18: Fractured zone: Severly to completely weathered, very close to close, horizontal to vertical, clay coated joints/fractures. Fault breccia.

FRACTURED ZONE OBSERVED R30: No Recovery NOTES DEPTH (FT)

CORING (MIN/FT)

R28: No Recovery Buchanan, NY BORING NO. MW - 61 DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 S20 221.0-222.8 12 - 38 124 1.75/

0.42 24 NA 86 -

100/3" 225 230 235 240 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

10. No equipment installed. Borehole backfilled with grout.

SAMPLE DESCRIPTION R35: No Recovery.

10 Bottom of Boring at 223 feet Close BORING NO.

55°-85° Mod Close Wide 5°-35° 35°-55° BORING LOG ENGINEER: A. Hough/M. Ponti DATE GROUND WATER READINGS FOREMAN: Paul Gaddis CASING SIZE: 6-inch diameter (SW)

G. SURF. EL.

DEPTH SH. 8 OF 8 SAMPLER HAMMER: 140 lbs Automatic MW-61 ATTITUDE 4-8 ROCK CORE CHARACTERISTICS S20: Fractured zone: Severly to completely weathered, very close to close, horizontal to vertical, clay coated joints/fractures. Fault breccia.

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 DEPTH (FT)

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 2-4 COHESIVE SOILS 0-4 15-30 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

DRILLING FLUIDS LOST (GALLONS)

RQD (%)

N VALUE IN SITU PROPERTIES WEATHERING DRILLING RIG MODEL: CME 55 Truck Rig DATE START: 9/6/06 NO. OF FRACTURES PER FOOT STABILIZATION TIME FRACTURED ZONE OBSERVED DATUM: NGVD 1929 FINAL BORING DEPTH: 223 feet NOTES WEATHERING BPF

<2 ANGLE HARDNESS VERY SOFT NO. PER FT (1) 0 0°-5° 85°-90°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 BORING NO. MW - 61 PROJECT NO:

HARDNESS Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING CO.: Aquifer Drilling and Testing CASING see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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 sampler

4. Stratum change at 19.0' 3

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 2

S1: Medium dense, brown, fine to coarse SAND, trace Gravel, trace Silt.

1 (No soil samples taken from 0 to 7 feet)

DEPTH (FT)

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.

CORING (MIN/FT)

FRACTURED ZONE OBSERVED NOTES FOREMAN: Paul Gaddis BORING CO.: Aquifer Drilling and Testing DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic PRELIMINARY BORING LOG 14.69 feet SH. 1 OF 7 463086.79 604350.80 BORING NO.

MW-62 15-30 NO. PER FT (1) 0 NO. OF FRACTURES PER FOOT G. SURF. EL.

DEPTH CASING CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic ATTITUDE 4-8

>30 DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

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.

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

35°-55° 55°-85°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 85°-90° 0°-5° 5°-35° ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT JOINT/FRACTURE CHARACTERISTICS ANGLE SPACING/THICKNESS S12: Soft, gray SILT and CLAY, trace shells.

0-4 4-10 10-30 WEATHERING BPF

<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 DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 41.0017869.10 ENGINEER: Maurice Ponti/Windell Barry DATE GROUND WATER READINGS see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 S15 35.0-36.7 3 - 29 118 NR 37 89 -

130/3" 38 S16 37.0-37.7 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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.

DEPTH (FT)

GRANULAR SOILS SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

CORING (MIN/FT) 5 PRELIMINARY BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE GROUND WATER READINGS FOREMAN: Paul Gaddis 14.69 feet BORING CO.: Aquifer Drilling and Testing STABILIZATION TIME SH. 2 OF 7 5°-35° 35°-55° 55°-85° BORING NO.

MW-62 85°-90° ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS VERY SOFT 0°-5° HARDNESS ATTITUDE WEATHERING NO. PER FT (1) 0 FRACTURED ZONE OBSERVED Refer to Table 6.1 for Groundwater Data DRILLING FLUIDS LOST (GALLONS)

NO. OF FRACTURES PER FOOT DATE START: 8/17/06 NOTES DEPTH CASING CASING SIZE: 6-inch diameter (SW) 4-8

>30 ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

(2) 1-2 (3) 3-10 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic 2-4 CASING HAMMER: 300 lbs Automatic BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 30-50 8-15 10-30 15-30 (4) 11-20 0-4 4-10 COHESIVE SOILS BPF

<2 ROCK CORE CHARACTERISTICS BORING NO. MW - 62 HARDNESS IN SITU PROPERTIES WEATHERING PROJECT NO:

41.0017869.10 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY 463086.79 604350.80 G. SURF. EL.

DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Refer to Table 6.1 for Groundwater Data 604350.80 DATUM: NGVD 1929 GROUND WATER READINGS CASING STABILIZATION TIME DEPTH FINAL BORING DEPTH: 201 feet IN SITU PROPERTIES HARDNESS WEATHERING 3

5 76 5

100 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 5

5.0/5.0 100 90 4

R10 89-104 0

5 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

5.0/5.0 100 5

4 R5 64-69 BORING CO.: Aquifer Drilling and Testing GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 61 62 63 64 BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE FOREMAN: Paul Gaddis G. SURF. EL.

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

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

DEPTH (FT)

CORING (MIN/FT) 65 4

5 FRACTURED ZONE OBSERVED NO. OF FRACTURES PER FOOT NOTES ANGLE 0°-5° 5°-35° SPACING/THICKNESS ATTITUDE 4-8

>30 15-30 VERY SOFT DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

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 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic PROJECT NO:

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 10-30 (1) 0 0-4 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 ROCK CORE CHARACTERISTICS HARDNESS Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 62 41.0017869.10 14.69 feet 463086.79 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 10-30 5°-35° HARDNESS NO. PER FT (1) 0 0°-5° 91 5

VERY SOFT WEATHERING ROCK CORE CHARACTERISTICS 94 95 92 93 GRANULAR SOILS SH. 4 OF 7 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic ATTITUDE 4-8

>30 85°-90° ANGLE SPACING/THICKNESS 55°-85° MW-62 BPF 35°-55° BORING NO.

NO. OF FRACTURES PER FOOT NOTES CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic 2-4 COHESIVE SOILS 15-30 4

0-4

<2 BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE FOREMAN: Paul Gaddis FINAL BORING DEPTH: 201 feet 41.0017869.10 14.69 feet DATUM: NGVD 1929 G. SURF. EL.

463086.79 BORING CO.: Aquifer Drilling and Testing DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

PROJECT NO:

TOTAL CORE REC (%)

JOINT/FRACTURE CHARACTERISTICS SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

RQD (%)

N VALUE SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

DATE END :

5 BLOWS / 6 INCH SAMPLE DEPTH (FT) 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

5.0/5.0 100 115 4

R15 114-119 100 4

6 5

5 4

2 4

1 2

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

R16 119-124 92 4

5.0/5.0 100 0

101 3

0 102 3

103 3

2 1

104 3

5 1

105 4

R13 104-109 100 4

5.0/5.0 100 1

106 4

4 0

107 4

4 1

108 4

5 1

109 4

0 110 4

R14 109-114 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 Refer to Table 6.1 for Groundwater Data GROUND WATER READINGS CASING STABILIZATION TIME DEPTH 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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 62 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

Refer to Table 6.1 for Groundwater Data 604350.80 DATUM: NGVD 1929 GROUND WATER READINGS CASING STABILIZATION TIME DEPTH FINAL BORING DEPTH: 201 feet 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 2

5.0/5.0 100 140 3

R20 139-144 0

0 139 3

1 138 4

3 0

137 3

0 136 3

0 135 3

R19 134-139 5.0/5.0 100 100 0

134 3

0 133 3

0 132 3

0 131 3

100 2

5.0/5.0 100 150 3

R22 149-154 0

1 0

149 3

2 148 4

0 1

0 147 3

2 146 3

0 0

1 0

100 100 2

3 4

3 3

3 2

145 3

R21 144-149 5.0/5.0 2

144 3

2 143 3

3 142 4

100 100 3

141 3

4 130 3

R18 129-134 5.0/5.0 4

129 3

4 128 3

4 127 3

0 126 4

0 0

1 1

100 4

4 4

5.0/5.0 100 4

3 R17 124-129 BORING CO.: Aquifer Drilling and Testing GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 121 122 123 124 BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE FOREMAN: Paul Gaddis G. SURF. EL.

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

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 4

DEPTH (FT)

CORING (MIN/FT) 125 5

4 FRACTURED ZONE OBSERVED NO. OF FRACTURES PER FOOT NOTES ANGLE SPACING/THICKNESS 0°-5° ATTITUDE 4-8

>30 DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

NO. PER FT HARDNESS SAMPLE DESCRIPTION 3

3 SH. 5 OF 7 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic PROJECT NO:

VERY SOFT WEATHERING BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ROCK CORE CHARACTERISTICS

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 10-30 15-30 5°-35° (1) 0 0-4 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 Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 62 41.0017869.10 14.69 feet 463086.79 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

(1) 0 0-4 0°-5° 5°-35°

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 4-10 10-30 ROCK CORE CHARACTERISTICS HARDNESS VERY SOFT WEATHERING BPF

<2 PROJECT NO:

RQD (%)

N VALUE BORING CO.: Aquifer Drilling and Testing BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

NO. PER FT SH. 6 OF 7 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic ATTITUDE 4-8

>30 85°-90° ANGLE SPACING/THICKNESS 35°-55° 55°-85° NOTES CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic 2-4 COHESIVE SOILS 15-30 4

DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE FOREMAN: Paul Gaddis G. SURF. EL.

BORING NO.

MW-62 GRANULAR SOILS JOINT/FRACTURE CHARACTERISTICS SAMPLE DESCRIPTION DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: 3 7/8-inch diameter (HQ) core barrel DATE END :

NO. OF FRACTURES PER FOOT SAMPLE DEPTH (FT) 151 154 155 3

4 3

3 152 153 R23 154-159 5.0/5.0 100 100 2

1 2

2 2

1 0

0 156 3

2 157 3

3 158 3

2 159 4

3 160 3

R24 159-164 5.0/5.0 100 100 3

171 4

2 172 3

3 173 3

2 174 3

5.0/5.0 100 175 3

R27 174-179 96 3

2 3

2 2

0 1

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

R28 179-184 98 2

5.0/5.0 100 0

161 4

2 162 3

163 3

0 0

164 4

3 0

165 4

R25 164-169 100 2

5.0/5.0 100 0

166 3

3 0

167 3

2 0

168 3

2 0

169 3

0 170 3

R26 169-174 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 FINAL BORING DEPTH: 201 feet 14.69 feet 463086.79 604350.80 DATUM: NGVD 1929 Refer to Table 6.1 for Groundwater Data GROUND WATER READINGS CASING STABILIZATION TIME DEPTH 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 R26: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 62 41.0017869.10 see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" VERY CLOSE/VERY THIN HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' CLOSE/THIN SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD CLOSE/MOD THICK MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' WIDE/THICK SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERY WIDE/VERY THICK VERTICAL HARD NOTES:

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).

Refer to Table 6.1 for Groundwater Data DATUM: NGVD 1929 GROUND WATER READINGS CASING STABILIZATION TIME DEPTH FINAL BORING DEPTH: 201 feet 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 1

2.0/2.0 100 200 3

R32 199-201 2

199 5

3 2

198 5

1 2

0 197 4

1 0

196 4

0 195 4

R31 194-199 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

R30 189-194 5.0/5.0 2

189 4

1 188 3

2 187 4

0 186 3

2 0

0 0

100 2

1 2

4 3

5.0/5.0 100 NO. OF FRACTURES PER FOOT 183 184 185 3

DEPTH (FT)

CORING (MIN/FT)

RQD (%)

N VALUE TOTAL CORE REC (%)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

BORING LOG ENGINEER: Maurice Ponti/Windell Barry DATE FOREMAN: Paul Gaddis G. SURF. EL.

BORING CO.: Aquifer Drilling and Testing 41.0017869.10 14.69 feet 463086.79 604350.80 CASING SIZE: 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic 2-4 COHESIVE SOILS 3

4 ROCK CORE: 3 7/8-inch diameter (HQ) core barrel GRANULAR SOILS 181 182 85°-90° ANGLE SPACING/THICKNESS 0°-5° FRACTURED ZONE OBSERVED NOTES 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 JOINT/FRACTURE CHARACTERISTICS SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

<2 ROCK CORE CHARACTERISTICS PROJECT NO:

DATE START: 8/17/06 DRILLING FLUIDS LOST (GALLONS)

NO. PER FT (1) 0 0-4 SH. 7 OF 7 DRILLING RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic BLOWS / 6 INCH R29 184-189

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 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 R32: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 62 see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

S1 8-10 2 - 2 7

24/8 77 10 5 - 7 S2 10.0-11.5 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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

(No soil samples taken from 0 to 8 feet)

Fracture Zone Observed 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 JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK VERY WIDE/VERY THICK 35°-55° G. SURF. EL.

NOTES 14.18 feet CASING HARDNESS DATE END :

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

RQD (%)

N VALUE CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic ROCK CORE: HQ core barrel TOTAL CORE REC (%)

DEPTH (FT)

DRILLING FLUIDS LOST (GALLONS)

SH.1 of 7 BORING LOG PROJECT NO:

Indian Point Energy Center BORING NO. MW - 63 DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut DATE START: 8/30/06

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 2-4 ANGLE SPACING/THICKNES S8: Medium stiff, gray CLAY and SILT, trace Sand.

S9: Soft, gray Clayey SILT, trace Gravel and Sand.

0-4 4-8 VERY CLOSE/VERY THIN GRANULAR SOILS ROCK CORE CHARACTERISTICS WEATHERING BPF

<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 BORING CO.: Aquifer Drilling and Testing ENGINEER: Windell Barry GROUND WATER READINGS STABILIZATION TIME NO. OF FRACTURES PER FOOT DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data Entergy Nuclear Northeast Buchanan, NY DEPTH 462968.86 604252.14 FOREMAN: Paul Gaddis DATE see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

3 S14: No recovery.

S12: Very dense, gray SAND, some Gravel, little Silt.

Top of Bedrock at 32 feet 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 85°-90° VERY WIDE/VERY THICK BORING NO.

MW-63 DEPTH CASING STABILIZATION TIME ATTITUDE 4-8

>50 DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut NOTES CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic FOREMAN: Paul Gaddis ROCK CORE: HQ core barrel DATE END :

DRILLING FLUIDS LOST (GALLONS) 2-4 COHESIVE SOILS 15-30 DEPTH (FT)

CORING (MIN/FT) 30-50 8-15 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

GRANULAR SOILS

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE S13: Gray Gravel.

SH. 2 fo 7 BORING LOG Indian Point Energy Center 462968.86 604252.14 G. SURF. EL.

14.18 feet BORING NO. MW - 63 HARDNESS IN SITU PROPERTIES WEATHERING WIDE/THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN 0°-5° JOINT/FRACTURE CHARACTERISTICS (4) 11-20 5°-35° 10-30 WEATHERING 0-4 4-10 ANGLE SPACING/THICKNES (2) 1-2 (3) 3-10 BPF

<2 HARDNESS VERY SOFT VERY CLOSE/VERY THIN 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.

ROCK CORE CHARACTERISTICS 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.

DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data BORING CO.: Aquifer Drilling and Testing ENGINEER: Windell Barry DATE GROUND WATER READINGS Buchanan, NY PROJECT NO:

NO. OF FRACTURES PER FOOT Entergy Nuclear Northeast DATE START: 8/30/06 Fracture Zone Observed SAMPLE DESCRIPTION see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

DEPTH (FT)

IN SITU PROPERTIES WEATHERING HARDNESS 0-4 WEATHERING BPF

<2 ROCK CORE CHARACTERISTICS HARDNESS 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.

ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS (2) 1-2 VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35° VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK WIDE/THICK 85°-90° SH. 3 of 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING NO. MW - 63 DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

CASING HAMMER: 300 lbs Automatic BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

DATE START: 8/30/06 DRILLING FLUIDS LOST (GALLONS)

ROCK CORE: HQ core barrel DATE END :

>50 30-50 10-30 4-10 ATTITUDE 4-8

>30 VERY SOFT NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES 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 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data ENGINEER: Windell Barry DATE GROUND WATER READINGS FOREMAN: Paul Gaddis STABILIZATION TIME BORING 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 CORING (MIN/FT)

N VALUE Fracture Zone Observed SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

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 462968.86 604252.14 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.

Buchanan, NY DATUM: NGVD 1929 14.18 feet see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R13 96-101 5.0/3.8 75 0

60 FZ 12 3

60 FZ 12 100 3

60 FZ 6

3 60 FZ 7

4 R14 101-106 5.0/5.0 100 48 60 FZ 10 4

60 3

4 60 6

105 4

60 2

4 60 1

4 R15 106-111 5.0/4.8 95 68 60 12 4

60 3

4 60 4

110 4

60 0

4 60 0

4 R16 111-116 5.0/5.0 100 86 60 1

4 60 1

4 60 0

115 4

60 0

4 60 1

4 R17 116-121 5.0/5.0 100 94 60 0

4 60 1

4 60 0

120 4

60 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

6. No water return between 71 and 119 feet.

2-4 COHESIVE SOILS BPF SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION DATE END :

DRILLING FLUIDS LOST (GALLONS)

TOTAL CORE REC (%)

RQD (%)

N VALUE 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.

DEPTH (FT)

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")

SAMPLE / CORE NO.

CASING HAMMER: 300 lbs Automatic BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

BORING LOG ENGINEER: Windell Barry DATE GROUND WATER READINGS FOREMAN: Paul Gaddis 14.18 feet BORING CO.: Aquifer Drilling and Testing 85°-90° VERY WIDE/VERY THICK BORING NO.

MW-63 DEPTH CASING STABILIZATION TIME 4-8

>30 (3) 3-10 (4) 11-20 15-30 SH. 4 of 7 DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut 462968.86 604252.14 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..

Fracture Zone Observed NOTES DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data

>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° ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS 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 NO. OF FRACTURES PER FOOT G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY VERY SOFT HARDNESS DATE START: 8/30/06 ROCK CORE: HQ core barrel CORING (MIN/FT)

ROCK CORE CHARACTERISTICS GRANULAR SOILS WEATHERING PROJECT NO:

(1) 0 6

see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

50 1

4 R18 121-126 5.0/5.0 100 90 50 1

4 50 0

125 3

50 2

4 50 0

5 R19 126-131 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 R20 131-136 5.0/5.0 100 92 50 0

4 50 0

135 3

50 0

4 50 1

4 R21 136-141 5.0/5.0 100 88 50 0

4 50 0

3 50 3

140 4

50 0

4 50 0

4 R22 141-146 5.0/5.0 100 100 50 0

4 50 0

5 50 0

145 4

50 0

4 50 0

4 R23 146-151 5.0/5.0 100 100 50 0

4 50 0

5 50 0

150 5

50 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

7. No drilling fluid returned during advancement between 120 and 150 feet.

BPF 0-4

<2 VERY SOFT GRANULAR SOILS COHESIVE SOILS

>50 30-50 8-15 4-10 15-30 10-30 2-4 ROCK CORE CHARACTERISTICS TOTAL CORE REC (%)

SAMPLE DEPTH (FT)

RQD (%)

N VALUE DEPTH (FT)

SAMPLE / CORE NO.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

CORING (MIN/FT)

SH. 5 of 7 DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut BORING LOG BORING 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.

JOINT/FRACTURE CHARACTERISTICS HARDNESS DRILLING FLUIDS LOST (GALLONS)

VERY CLOSE/VERY THIN 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° ANGLE SPACING/THICKNES 55°-85° 35°-55° 5°-35° MOD CLOSE/MOD THICK CLOSE/THIN WIDE/THICK 0°-5° VERY WIDE/VERY THICK BORING NO.

MW-63 ROCK CORE: HQ core barrel DATE END :

DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data BORING CO.: Aquifer Drilling and Testing ENGINEER: Windell Barry DATE GROUND WATER READINGS FOREMAN: Paul Gaddis 462968.86 604252.14 WEATHERING NO. OF FRACTURES PER FOOT NOTES 14.18 feet IN SITU PROPERTIES 7

SAMPLE DESCRIPTION Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY G. SURF. EL.

PROJECT NO:

Fracture Zone Observed see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

50 0

4 R24 151-156 5.0/5.0 100 82 50 0

4 50 0

155 4

50 0

5 50 3

5 R25 156-161 5.0/5.0 100 87 50 1

4 50 0

160 4

50 0

4 50 2

4 R26 161-166 5.0/5.0 100 72 50 1

4 50 1

4 50 FZ 9

165 4

50 FZ 5

4 50 0

4 R27 166-171 5.0/5.0 100 84 50 2

4 50 3

5 50 0

170 4

50 1

4 50 0

5 R28 171-176 5.0/5.0 100 100 50 1

4 50 0

4 50 1

175 5

50 0

4 50 1

4 R29 176-181 5.0/5.0 100 90 50 0

4 50 3

4 50 0

180 4

50 2

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

8. No drilling fluid return during advancement between 150 and 181 feet.

ROCK CORE: HQ core barrel DATE END :

DEPTH (FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

CORING (MIN/FT) 8 SAMPLE DESCRIPTION BORING LOG ENGINEER: Windell Barry DATE GROUND WATER READINGS FOREMAN: Paul Gaddis PROJECT NO:

BORING CO.: Aquifer Drilling and Testing 85°-90° VERY WIDE/VERY THICK BORING NO.

MW-63 (1) 0 BPF

<2 HARDNESS VERY SOFT NOTES 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.

DEPTH CASING STABILIZATION TIME

>30 DATE START: 8/30/06 DRILLING FLUIDS LOST (GALLONS) 4-10 ROCK CORE CHARACTERISTICS GRANULAR SOILS 4-8 CASING HAMMER: 300 lbs Automatic 0-4 SH. 6 of 7 462968.86 604252.14 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.

DRILL RIG MODEL: CME 550 Truck Rig SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut 14.18 feet CASING SIZE: 4-inch diameter (HW) and 6-inch diameter (SW)

DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet Refer to Table 6.1 for Groundwater Data 35°-55° 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN WIDE/THICK 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 10-30 2-4 15-30 HARDNESS IN SITU PROPERTIES VERY CLOSE/VERY THIN 0°-5° ATTITUDE NO. OF FRACTURES PER FOOT Fracture Zone Observed 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.

ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS NO. PER FT Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING NO. MW - 63 see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 4

50 0

4 R30 181-186 5.0/5.0 100 82 50 1

4 50 2

4 50 1

185 4

50 1

4 50 0

3 R31 186-191 5.0/1.6 32 0

50 0

3 50 0

3 50 NA 190 2

50 NA 3

R32 191-196 5.0/0.5 10 0

50 0

3 50 0

2 50 NA 195 3

50 NA 2

50 0

3 R33 196-201 5.0/5.0 100 92 50 0

3 50 0

200 3

50 0

3 50 5

205 210 CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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).

DEPTH (FT)

BORING LOG Fracture Zone Observed NOTES IN SITU PROPERTIES ROCK CORE: HQ core barrel DATE END :

CASING HAMMER: 300 lbs Automatic WEATHERING HARDNESS DATE START: 8/30/06 STABILIZATION TIME FOREMAN: Paul Gaddis DATE CASING 35°-55° VERY SOFT 2-4 HARDNESS WEATHERING CLOSE/THIN (2) 1-2 (3) 3-10 BPF

<2 (1) 0 GROUND WATER READINGS 9

NO. OF FRACTURES PER FOOT 0°-5° N VALUE NO. PER FT JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS DEPTH ATTITUDE ANGLE VERY WIDE/VERY THICK 85°-90° SPACING/THICKNES 55°-85° MOD CLOSE/MOD THICK WIDE/THICK 5°-35° VERY CLOSE/VERY THIN 4-8 8-15 (4) 11-20

>30 15-30 MW-63 BORING NO.

SH. 7 of 7 ROCK CORE CHARACTERISTICS DRILL RIG MODEL: CME 550 Truck Rig BORING CO.: Aquifer Drilling and Testing SAMPLER HAMMER: 140 lbs Automatic/300 lbs Donut DRILLING FLUIDS LOST (GALLONS)

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.

End of boring at 201 feet CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

SAMPLE DESCRIPTION R32: Hard, fresh, fine grained, gray fragments of MARBLE with apparent foliation.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 604252.14 TOTAL CORE REC (%)

RQD (%)

Entergy Nuclear Northeast Buchanan, NY 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 Center BORING NO. MW - 63 DATUM: NGVD 1929 FINAL BORING DEPTH: 201 feet PROJECT NO:

462968.86 14.18 feet G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 5

S1 8

50/0.5" 0/0 10 S2 10-11.2 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 S6 22-23.8 12 - 11 18/11 21 - 50/3" S7 24-26 3/24" 24/6 25 30 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

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.

(No soil samples taken from 0 to 8 feet)

BORING No. MW-65 DATUM: NGVD 1929 FINAL BORING DEPTH: 83 feet 462489.68 604851.98 PROJECT NO: 41.0017869.00 Refer to Table 6.1 for Groundwater Data FRACTURED ZONE OBSERVED 2

SAMPLE DEPTH SAMPLE DESCRIPTION BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT) 3 BORING CO.: Aquifer Drilling and Testing FOREMAN: 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.

DEPTH (FT)

BORING LOG ENGINEER: Anton Gallas DATE GROUND WATER READINGS 69.72 feet STABILIZATION TIME G. SURF. EL.

CASING DEPTH SH. 1 of 3 WIDE/THICK VERY WIDE/VERY THICK BORING NO.

MW-65 CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS TOTAL CORE REC (%)

RQD (%)

N VALUE 4-10 CORING (MIN/FT)

SAMPLE / CORE NO.

0-4 NO. OF FRACTURES PER FOOT NOTES HARDNESS IN SITU PROPERTIES WEATHERING 85°-90° ATTITUDE 4-8

>30 DATE START: 8/16/06 DRILLING FLUID LOSS (GALLONS)

(2) 1-2 S1: No recovery ROCK CORE CHARACTERISTICS ROCK CORE: HQ wireline DATE END : 8/21/06 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: 3-inch split spoon Buchanan, NY Indian Point Energy Center Entergy Nuclear Northeast MOD CLOSE/MOD THICK NO. PER FT VERY CLOSE/VERY THIN 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° ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS WEATHERING BPF

<2 VERY SOFT HARDNESS see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

4. Lost approximately 750 gallons while drilling between 26 and 35 feet.

BORING No. MW-65 DATUM: NGVD 1929 FINAL BORING DEPTH: 83 feet Refer to Table 6.1 for Groundwater Data 462489.68 604851.98 STABILIZATION TIME PROJECT NO: 41.0017869.00 G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast 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 stained joint/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.

DRILLING RIG MODEL: CME 55 Truck rig 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.

SAMPLE / CORE NO.

SAMPLE DEPTH SAMPLE DESCRIPTION BORING CO.: Aquifer Drilling and Testing BORING LOG ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Ed Borner 69.72 feet CASING SH.2 of 3 MW-65 DEPTH (FT)

CORING (MIN/FT)

ROCK CORE: HQ wireline BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE NO. OF FRACTURES PER FOOT NOTES HARDNESS IN SITU PROPERTIES WEATHERING 35°-55° 55°-85° 85°-90° MOD CLOSE/MOD THICK WIDE/THICK VERY WIDE/VERY THICK BORING NO.

ATTITUDE 4-8

>30 DATE START: 8/16/06 DRILLING FLUID LOSS (GALLONS)

ROCK CORE CHARACTERISTICS HARDNESS Top of Bedrock at 35 feet NO. PER FT (1) 0 VERY CLOSE/VERY THIN SAMPLER: 3-inch split spoon DEPTH CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 15-30 10-30 2-4 CLOSE/THIN 0°-5° 5°-35° GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS COHESIVE SOILS 0-4 4-10 WEATHERING BPF

<2 VERY SOFT DATE END : 8/21/06 4

FRACTURED ZONE OBSERVED see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE

<2" HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE 2"-1' SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE 1'-3' MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT 3'-10' SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH

>10' VERTICAL HARD NOTES:

5. Borehole advanced using fourth gear between 38 and 63 feet, and third gear used between 63 and 68 feet

6. 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.

Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY BORING No. MW-65 462489.68 G. SURF. EL.

End of boring at 83 feet 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 WEATHERING BPF

<2 GRANULAR SOILS ANGLE SPACING/THICKNES JOINT/FRACTURE CHARACTERISTICS VERY CLOSE/VERY THIN CLOSE/THIN 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 15-30 WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE IN SITU PROPERTIES WEATHERING DATUM: NGVD 1929 FINAL BORING DEPTH: 83 feet 604851.98 STABILIZATION TIME NO. OF FRACTURES PER FOOT NOTES SH.3 of 3 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: 3-inch split spoon HARDNESS DATE START: 8/16/06 DRILLING FLUID LOSS (GALLONS)

NO. PER FT (1) 0 DATE END : 8/21/06 ROCK CORE CHARACTERISTICS HARDNESS ATTITUDE 4-8

>30 DEPTH CASING FRACTURED ZONE OBSERVED CASING SIZE: 4-inch diameter (HW)

CASING HAMMER: N.A.

2-4 COHESIVE SOILS ROCK CORE: HQ wireline SAMPLE / CORE NO.

SAMPLE DEPTH DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH BORING NO.

MW-65 85°-90° 5

VERY SOFT BORING LOG ENGINEER: Anton Gallas DATE GROUND WATER READINGS FOREMAN: Ed Borner 69.72 feet BORING CO.: Aquifer Drilling and Testing Refer to Table 6.1 for Groundwater Data PROJECT NO: 41.0017869.00 7

SAMPLE DESCRIPTION see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 FT BPF

<2" (1) 0 GRANULAR SOILS ROCK CORE CHARACTERISTICS COHESIVE SOILS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 15-30 85°-90° CLOSE/THIN 0°-5° 5°-35° VERY CLOSE/VERY THIN SH. 1 of 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-66 BORING CO.: Aquifer Drilling and Testing PROJECT NO:

FINAL BORING DEPTH: 200 feet 14.02 feet G. SURF. EL.

SAMPLE DEPTH (FT)

N VALUE TOTAL CORE REC (%)

RQD (%)

DEPTH CASING NO. OF FRACTURES PER FOOT NOTES HARDNESS IN SITU PROPERTIES WEATHERING DATE START: 11/17/06 Refer to Table 6.1 for Groundwater Data DATE 463150.28 604409.21 STABILIZATION TIME DATUM: NGVD 1929 3'-10' JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS 2"-1' 1'-3' BORING NO.

MW-66

>10' VERY WIDE/VERY THICK ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

GROUND WATER READINGS Buchanan, NY DATE END : 12/1/06 FOREMAN: Dave Carter CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon Fractured Zone Observed DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

SAMPLE DESCRIPTION DRILLING FLUIDS LOST (GALLONS)

SAMPLE / CORE NO.

2 1

S6: Medium dense, light gray-brown, fine SAND, trace medium to coarse Sand, trace Gravel (No Soil Samples Taken 0 to 7 feet)

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 see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 S9B 3

37.8 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 FOREMAN: Dave Carter S8: Soft, dark gray, organic, Sillty CLAY, trace organic fibers, trace shell fragments Indian Point Energy Center Entergy Nuclear Northeast 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' ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE END : 12/1/06 JOINT/FRACTURE CHARACTERISTICS 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 Top of Bedrock at 37.5 feet ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

GROUND WATER READINGS Buchanan, NY BORING CO.: Aquifer Drilling and Testing FINAL BORING DEPTH: 200 feet DATE Refer to Table 6.1 for Groundwater Data 1'-3' BORING NO.

MW-66

>10' 3'-10' WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK 85°-90° NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES 463150.28 604409.21 STABILIZATION TIME HARDNESS IN SITU PROPERTIES DEPTH CASING

>30 15-30 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

DATE START: 11/17/06 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon PROJECT NO:

14.02 feet SH. 2 of 7 BORING LOG WEATHERING DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 2-4 GRANULAR SOILS ROCK CORE CHARACTERISTICS COHESIVE 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 FT WEATHERING BPF SPACING/THICKNESS FZ

<2 HARDNESS VERY SOFT 0-4 FZ FZ 4-8 VERY CLOSE/VERY THIN

<2" (1) 0 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 BORING CO.: Aquifer Drilling and Testing ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data FZ 14.02 feet VERY WIDE/VERY THICK 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.

Fractured Zone Observed SAMPLE DESCRIPTION DEPTH CASING ATTITUDE 4-8 DRILLING FLUIDS LOST (GALLONS)

CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

FOREMAN: Dave Carter ROCK CORE: 3 7/8-inch diameter (HQ) wireline DATE START: 11/17/06 SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

DEPTH (FT)

CORING (MIN/FT)

DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon GROUND WATER READINGS STABILIZATION TIME

>30 BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE

>50 SH. 3 of 7 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-66 WEATHERING 463150.28 604409.21 PROJECT NO:

NO. OF FRACTURES PER FOOT G. SURF. EL.

NOTES FINAL BORING DEPTH: 200 feet WIDE/THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN 0°-5° 30-50 8-15 ANGLE SPACING/THICKNESS (2) 1-2 (3) 3-10 (4) 11-20 10-30 WEATHERING 0-4 4-10 GRANULAR SOILS BPF

<2 HARDNESS VERY SOFT ROCK CORE CHARACTERISTICS 2"-1' JOINT/FRACTURE CHARACTERISTICS VERY CLOSE/VERY THIN 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 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

R13 100-105 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

R14 105-110 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

R15 110-115 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

R16 115-120 5.0/5.0 100 0

20 2

117 7

20 6

118 7

20 14 119 8

20 10 120 8

15 1

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

BORING No. MW-66 DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data PROJECT NO:

604409.21 STABILIZATION TIME Indian Point Energy Center Entergy Nuclear Northeast 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 BORING CO.: Aquifer Drilling and Testing 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) 11-20 30-50 8-15 4-10 10-30 4-8 0°-5° 5°-35° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS ATTITUDE 35°-55° CORING (MIN/FT)

VERY CLOSE/VERY THIN CLOSE/THIN FZ FZ 0-4 ROCK CORE CHARACTERISTICS GRANULAR SOILS 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 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon BLOWS / 6 INCH DATE START: 11/17/06 DRILLING FLUIDS LOST (GALLONS)

RQD (%)

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' VERY WIDE/VERY THICK ROCK CORE: 3 7/8-inch diameter (HQ) wireline

>30 85°-90°

>10' 3'-10' WIDE/THICK 55°-85° DEPTH (FT)

NO. OF FRACTURES PER FOOT HARDNESS 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 FINAL BORING DEPTH: 200 feet ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

GROUND WATER READINGS FOREMAN: Dave Carter 14.02 feet 463150.28 CASING SIZE: 5-inch diameter (PW)

CASING Fractured Zone Observed SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION NOTES SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

N VALUE 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 stained 104.3'-105.5' Fracture zone: smooth, very close to close, sub-horizontal to sub-vertical, iron-oxide stained FZ FZ see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 121 6

R17 120-125 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

R18 125-130 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

R19 130-135 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

R20 135-140 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

R21 140-145 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

R22 145-150 5.0/5.0 100 100 20 0

147 5

15 0

148 6

15 0

149 5

15 0

150 6

15 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

FINAL BORING DEPTH: 200 feet PROJECT NO:

BORING No. MW-66 DATUM: NGVD 1929 DATE Refer to Table 6.1 for Groundwater Data 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.

NO. OF FRACTURES PER FOOT FZ GROUND WATER READINGS FOREMAN: Dave Carter 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 DEPTH (FT)

CORING (MIN/FT)

ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

SAMPLE DESCRIPTION NOTES Fractured Zone Observed 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 DRILLING FLUIDS LOST (GALLONS) 2"-1' CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

COHESIVE SOILS NO. PER FT (1) 0 ROCK CORE: 3 7/8-inch diameter (HQ) wireline FZ DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE ROCK CORE CHARACTERISTICS SH. 5 of 7 463150.28 G. SURF. EL.

BORING LOG Indian Point Energy Center Entergy Nuclear Northeast Buchanan, NY DATE END : 12/1/06 BORING CO.: Aquifer Drilling and Testing R17: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

DATE START: 11/17/06 HARDNESS IN SITU PROPERTIES WEATHERING 35°-55° VERY CLOSE/VERY THIN 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 ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS 0-4 4-10 10-30 WEATHERING BPF

<2 VERY SOFT HARDNESS R22: Hard, fresh, fine grained, gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

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 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 151 5

R23 150-155 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

R24 155-160 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

R25 160-165 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

R26 165-170 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

R27 170-175 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

R28 175-180 5.0/5.0 100 100 15 0

177 6

10 1

178 7

10 0

179 6

15 1

180 7

15 0

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

DATUM: NGVD 1929 DATE PROJECT NO:

BORING CO.: Aquifer Drilling and Testing IN SITU PROPERTIES STABILIZATION TIME NO. OF FRACTURES PER FOOT R26: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

R23: Hard, fresh, fine grained, light 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; ROCK CORE CHARACTERISTICS 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.

GRANULAR SOILS COHESIVE SOILS 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 WEATHERING BPF

<2 HARDNESS VERY SOFT 0-4 2-4 ANGLE SPACING/THICKNESS JOINT/FRACTURE CHARACTERISTICS VERY CLOSE/VERY THIN 0°-5° NO. PER FT (1) 0 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 35°-55° 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN HARDNESS WEATHERING ATTITUDE CASING SIZE: 5-inch diameter (PW)

CASING HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

ROCK CORE: 3 7/8-inch diameter (HQ) wireline BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE SH. 6 of 7 BORING LOG FOREMAN: Dave Carter 463150.28 604409.21 Buchanan, NY 14.02 feet Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-66 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER: Split spoon DATE START: 11/17/06 DRILLING FLUIDS LOST (GALLONS) 4-8

>30 DATE END : 12/1/06 WIDE/THICK G. SURF. EL.

SAMPLE DESCRIPTION Fractured Zone Observed FINAL BORING DEPTH: 200 feet ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

GROUND WATER READINGS Refer to Table 6.1 for Groundwater Data

<2" 1'-3' 2"-1' 3'-10' 15-30 DEPTH CASING BORING NO.

MW-66 85°-90°

>10' VERY WIDE/VERY THICK NOTES DEPTH (FT)

CORING (MIN/FT) see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 181 7

R29 180-185 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

R30 185-190 5.0/2.2 44 44 20 NA 187 7

20 NA 188 10 20 NA 189 11 20 0

190 10 20 0

191 6

R31 190-195 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

R32 195-200 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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' recovered

5. 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.

Fractured Zone Observed NOTES NO. OF FRACTURES PER FOOT 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.

End of Boring at 200 feet BORING CO.: Aquifer Drilling and Testing SAMPLE DESCRIPTION

>10' 2"-1' 3'-10' SPACING/THICKNESS 1'-3' BORING LOG FINAL BORING DEPTH: 200 feet ENGINEER: Maurice Ponti/Anton Gallas/Neils Jensen (overburden well inst. 7/5/07)

GROUND WATER READINGS 14.02 feet STABILIZATION TIME CASING SAMPLER: Split spoon DATE

<2" 5, 6 2-4 COHESIVE SOILS 15-30 NO. PER FT (1) 0 JOINT/FRACTURE CHARACTERISTICS VERY CLOSE/VERY THIN 5°-35° (2) 1-2 (3) 3-10 BORING NO.

0°-5° ATTITUDE CLOSE/THIN ANGLE HARDNESS MW-66 WIDE/THICK 85°-90° VERY WIDE/VERY THICK 55°-85° MOD CLOSE/MOD THICK 35°-55° 4-8

>50 10-30

>30 CASING HAMMER: N.A.

CORING (MIN/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 4-10 ROCK CORE CHARACTERISTICS CASING SIZE: 5-inch diameter (PW)

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 BLOWS / 6 INCH Refer to Table 6.1 for Groundwater Data DEPTH (FT)

RQD (%)

SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

N VALUE DATE START: 11/17/06 DRILLING FLUIDS LOST (GALLONS)

Buchanan, NY (4) 11-20 30-50 8-15 0-4 SH. 7 of 7 463150.28 604409.21 G. SURF. EL.

FOREMAN: Dave Carter R30: Hard, fresh, fine grained, dark gray MARBLE with faint, very thin, sub-vertical foliation: no apparent joints/fractures.

ROCK CORE: 3 7/8-inch diameter (HQ) wireline DRILLING RIG MODEL: CME 55 Truck rig DATUM: NGVD 1929 PROJECT NO:

Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-66 WEATHERING BPF

<2 HARDNESS VERY SOFT DEPTH see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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

BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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

Fractured Zone Observed DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

DRILLING FLUIDS LOST (GALLONS)

CASING SIZE: 4" dia. (HW)

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

ENGINEER: Maurice Ponti GROUND WATER READINGS Buchanan, NY DATE END : 6/26/07 FOREMAN: Dave Carter

>10' VERY WIDE/VERY THICK BORING NO.

MW-67 3'-10' 85°-90° JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS 1'-3' CLOSE/THIN 6490.48 1129.65 STABILIZATION TIME NO. OF FRACTURES PER FOOT NOTES DATUM: NGVD 1929 HARDNESS IN SITU PROPERTIES WEATHERING SAMPLE DESCRIPTION Refer to Table 6.1 for Groundwater Data DATE DEPTH CASING

>30 DATE START: 6/5/07 DRILLING RIG MODEL: CME 55 Truck rig SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

N VALUE TOTAL CORE REC (%)

RQD (%)

SAMPLER : Split Spoon BORING CO.: Aquifer Drilling and Testing PROJECT NO:

FINAL BORING DEPTH: 350 feet 14.36 G. SURF. EL.

Indian Point Energy Center Entergy Nuclear Northeast SH. 1 of 12 BORING LOG BORING No. MW-67 0°-5° 5°-35°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 10-30 15-30 WEATHERING NO. PER FT BPF S-11: Very stiff, dark gray SILT and CLAY, some (-) fine Sand, trace medium Gravel.

(No Soil Samples Taken 0 to 9 feet) 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 CHARACTERISTICS COHESIVE SOILS 0-4 4-8 VERY CLOSE/VERY THIN see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 31 12-21 32 S-12 31-32.5 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-5 53.0-58.0 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

3. RQD affected by sub-vertical joints/ fractures.

4. Fractures per foot affected by sub-vertical joints/ fractures.

3 Fractured Zone Observed SAMPLE DESCRIPTION S-12: Very stiff, dark gray SILT and CLAY, some (-) fine Sand, trace medium Gravel.

Top of Bedrock at approximately 33 feet ROCK CORE CHARACTERISTICS 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) 11-20 30-50 8-15 0°-5° 5°-35° VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK CLOSE/THIN 6490.48 ANGLE SPACING/THICKNESS 4

N VALUE SH. 2 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DATE START: 6/5/07 CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING FLUIDS LOST (GALLONS)

JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK ENGINEER: Maurice Ponti ROCK CORE: 3 7/8-inch dia. (HQ)

DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

15-30 RQD (%)

>30 DEPTH CASING 1129.65 STABILIZATION TIME NO. OF FRACTURES PER FOOT IN SITU PROPERTIES WEATHERING GROUND WATER READINGS NOTES HARDNESS 1'-3' BORING NO.

MW-67

>10' 3'-10' 85°-90° Buchanan, NY BORING CO.: Aquifer Drilling and Testing FINAL BORING DEPTH: 350 feet 14.36 G. SURF. EL.

FOREMAN: Dave Carter 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 Refer to Table 6.1 for Groundwater Data 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.

FZ FZ FZ 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.

FZ FZ FZ see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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

Fractured Zone Observed COHESIVE SOILS 6490.48 1129.65 NOTES 14.36 HARDNESS NO. OF FRACTURES PER FOOT 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 VERY WIDE/VERY THICK 35°-55° STABILIZATION TIME DATUM: NGVD 1929 DATE GROUND WATER READINGS DEPTH CASING

>30 15-30 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon Refer to Table 6.1 for Groundwater Data CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DATE START: 6/5/07 ENGINEER: Maurice Ponti Buchanan, NY FOREMAN: Dave Carter G. SURF. EL.

BORING CO.: Aquifer Drilling and Testing FINAL BORING DEPTH: 350 feet 5°-35° ANGLE SPACING/THICKNESS SH. 3 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-67 PROJECT NO:

10-30 DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION JOINT/FRACTURE CHARACTERISTICS ATTITUDE VERY CLOSE/VERY THIN

<2" (1) 0 0°-5°

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 2-4 4-8 4-10 0-4 HARDNESS NO. PER FT WEATHERING 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 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 91 6

92 R-13 91-93 2/0 0

30 14 93 14 94 4

R-14 93-94.5 1.5/1 60 0

20 3

95 5

3 96 6

R-15 94.5-96.5 2/2 100 40 100 7

97 5

4 98 2

R-16 96.5-101.5 5/5 100 0

100 15 99 3

15 100 3

15 101 4

15 102 3

R-17 101.5-106.5 5/5 100 18 100 15 103 2

6 104 2

8 105 6

15 106 3

6 107 5

R-18 106.5-111.5 5/5 100 24 59 6

108 3

1 109 3

10 110 4

8 111 5

8 112 7

R-19 111.5-113.5 2/2 100 0

72 8

113 6

8 114 6

R-20 113.5-116.5 3/3 100 39 19 9

115 6

2 116 6

5 117 6

R-21 116.5-121.5 5/5 100 38 50 7

118 5

3 119 4

9 120 4

3 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

NO. PER FT WEATHERING BPF 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) 11-20 30-50 8-15 4-10 10-30 15-30 DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed 85°-90° CLOSE/THIN 0°-5° 5°-35° HARDNESS VERY SOFT SH. 4 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-67 DATE START: 6/5/07 FOREMAN: Dave Carter PROJECT NO:

DATUM: NGVD 1929 DATE G. SURF. EL.

ENGINEER: Maurice Ponti Buchanan, NY BORING CO.: Aquifer Drilling and Testing RQD (%)

N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

>30 DEPTH CASING NOTES 6490.48 1129.65 STABILIZATION TIME NO. OF FRACTURES PER FOOT WEATHERING GROUND WATER READINGS ATTITUDE WIDE/THICK ANGLE SPACING/THICKNESS 35°-55° 55°-85° MOD CLOSE/MOD THICK 1'-3' BORING NO.

MW-67

>10' 3'-10' VERY WIDE/VERY THICK FINAL BORING DEPTH: 350 feet 2"-1' ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 Granular Soils COHESIVE SOILS FZ FZ FZ FZ JOINT/FRACTURE CHARACTERISTICS ROCK 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 Refer to Table 6.1 for Groundwater Data 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 see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 121 5

6 122 4

R-22 121.5-126.5 5/5 100 27 40 1

123 6

4 124 6

5 125 10 10 126 6

7 127 7

R-23 126.5-127.5 1/1 100 0

8 128 6

R-24 127.5-131.5 4/4 100 42 40 2

129 5

2 130 5

7 131 6

9 132 7

R-25 131.5-136.5 5/5 100 84 45 4

133 3

3 134 4

0 135 4

0 136 6

2 137 7

R-26 136.5-141.5 5/5 100 58 60 1

138 4

5 139 5

5 140 5

1 141 4

0 142 7

R-27 141.5-146.5 5/5 100 100 43 0

143 5

1 144 5

1 145 6

0 146 5

0 147 6

S-28 146.5-151.5 5/1.5 30 30 74 N

148 6

N 149 8

N 150 5

N BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 6490.48 DATUM: NGVD 1929 DATE NO. OF FRACTURES PER FOOT 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.

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

DATE END : 6/26/07 ENGINEER: Maurice Ponti GROUND WATER READINGS Buchanan, NY BORING CO.: Aquifer Drilling and Testing FINAL BORING DEPTH: 350 feet G. SURF. EL.

1'-3' BORING NO.

MW-67

>10' VERY WIDE/VERY THICK MOD CLOSE/MOD THICK 2"-1' 3'-10' JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK VERY CLOSE/VERY THIN

<2" (1) 0 35°-55° 55°-85° NOTES 1129.65 DEPTH CASING STABILIZATION TIME

>30 15-30 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING FLUIDS LOST (GALLONS)

DATE START: 6/5/07 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon FOREMAN: Dave Carter SH. 5 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

10-30 SAMPLE DESCRIPTION Fractured Zone Observed 85°-90° CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNESS 2-4 4-8

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 4-10 0-4 HARDNESS NO. PER FT WEATHERING VERY SOFT BPF

<2 Granular Soils BORING No. MW-67 Refer to Table 6.1 for Groundwater Data ROCK CORE CHARACTERISTICS see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 151 4

0 152 5

R-29 151.5-156.5 5/5 100 100 40 1

153 6

0 154 4

0 155 4

0 156 6

0 157 6

R-30 156.5-161.5 5/5 100 91 90 0

158 4

1 159 5

1 160 5

0 161 5

0 162 6

R-31 161.5-166.5 5/5 100 100 42 1

163 5

0 164 5

1 165 5

0 166 8

0 167 5

R-32 166.5-171.5 5/5 100 100 75 0

168 5

1 169 5

3 170 6

3 171 6

0 172 4

R-33 171.5-175 3.5/3.5 100 90 15 0

173 4

1 174 5

1 175 7

2 176 4

R-34 175-180 5/5 100 86 45 1

177 7

1 178 7

0 179 6

1 180 6

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

6. RQD affected by one subvertical, slightly weathered, iron-oxide stained joints/ fractures between 180 and 180.9 feet.

WEATHERING BPF 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 BORING CO.: Aquifer Drilling and Testing 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.

FOREMAN: Dave Carter 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 Granular Soils COHESIVE SOILS 177.5-178.2': Fracture zone: smooth, very close to moderately close, moderately dipping to sub-vertical, iron-oxide joints/ fractures.

ROCK CORE CHARACTERISTICS

>50 35°-55° FZ VERY CLOSE/VERY THIN

<2" 0°-5° 5°-35° ANGLE SPACING/THICKNESS SH. 6 of 12 BORING LOG BORING No. MW-67 Indian Point Energy Center Entergy Nuclear Northeast RQD (%)

N VALUE ENGINEER: Maurice Ponti ROCK CORE: 3 7/8-inch dia. (HQ)

DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION DATE START: 6/5/07 CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DATE END : 6/26/07 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

>30 DEPTH CASING 6490.48 1129.65 STABILIZATION TIME NO. OF FRACTURES PER FOOT WEATHERING GROUND WATER READINGS Refer to Table 6.1 for Groundwater Data 14.36 FINAL BORING DEPTH: 350 feet 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' JOINT/FRACTURE CHARACTERISTICS ATTITUDE 85°-90° CLOSE/THIN 6

HARDNESS IN SITU PROPERTIES Fractured Zone Observed NOTES 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.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 181 4

R-35 180-185 5/5 100 86 10 8

182 5

0 183 6

0 184 6

1 185 6

1 186 4

R-36 185-190 5/5 100 88 54 0

187 5

0 188 5

2 189 6

3 190 6

1 191 5

R-37 190-195 5/5 100 100 10 0

192 6

0 193 6

0 194 7

0 195 8

0 196 5

R-38 195-200 5/5 100 100 82 0

197 8

0 198 7

2 199 8

0 200 11 0

201 5

R-39 200-205 5/5 100 90 47 0

202 12 1

203 7

0 204 10 3

205 9

0 206 6

R-40 205-210 5/5 100 100 10 0

207 8

1 208 6

1 209 7

0 210 8

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

DATE GROUND WATER READINGS 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 Granular Soils COHESIVE SOILS ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 2"-1' 3'-10' JOINT/FRACTURE CHARACTERISTICS 1'-3' BORING NO.

MW-67

>10' ATTITUDE WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS 85°-90° CLOSE/THIN DEPTH CASING STABILIZATION TIME 15-30 TOTAL CORE REC (%)

RQD (%)

N VALUE BPF 4-8 CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DATE START: 6/5/07 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon FOREMAN: Dave Carter ENGINEER: Maurice Ponti BORING CO.: Aquifer Drilling and Testing PROJECT NO:

G. SURF. EL.

Buchanan, NY FINAL BORING DEPTH: 350 feet DATUM: NGVD 1929 SH. 7 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast SAMPLE / CORE NO.

SAMPLE DEPTH (FT) 0°-5° 5°-35° 10-30 DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

(2) 1-2 (3) 3-10 (4) 11-20 HARDNESS VERY SOFT NO. PER FT WEATHERING VERY CLOSE/VERY THIN

<2" (1) 0 ROCK CORE CHARACTERISTICS 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 2-4 4-10

<2

>50 30-50 8-15

>30 BORING No. MW-67 Refer to Table 6.1 for Groundwater Data 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.

6490.48 1129.65 NO. OF FRACTURES PER FOOT NOTES see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 211 5

R-41 210-215 5/5 100 100 50 2

212 7

1 213 7

0 214 8

0 215 8

0 216 5

R-42 215-220 5/5 100 100 30 0

217 6

1 218 6

0 219 6

0 220 6

0 221 5

R-43 220-225 5/5 100 98 34 0

222 5

0 223 6

2 224 6

3 225 5

0 226 4

R-44 225-230 5/5 100 100 23 0

227 5

1 228 5

0 229 6

0 230 6

0 231 5

R-45 230-235 5/5 100 100 20 0

232 5

0 233 6

0 234 6

0 235 6

1 236 4

R-46 235-240 5/5 100 94 27 1

237 4

1 238 4

2 239 4

0 240 6

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 FT WEATHERING 15-30 ROCK CORE CHARACTERISTICS 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 VERY CLOSE/VERY THIN

<2" (1) 0 4-10 10-30

<2 VERY SOFT

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 SAMPLE DESCRIPTION Fractured Zone Observed 85°-90° CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNESS BORING CO.: Aquifer Drilling and Testing SH. 8 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast 14.36 6490.48 1129.65 G. SURF. EL.

DATE START: 6/5/07 FOREMAN: Dave Carter PROJECT NO:

DATUM: NGVD 1929 DATE STABILIZATION TIME ENGINEER: Maurice Ponti Buchanan, NY DEPTH N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DRILLING FLUIDS LOST (GALLONS)

DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

>30 55°-85° MOD CLOSE/MOD THICK NO. OF FRACTURES PER FOOT NOTES GROUND WATER READINGS FINAL BORING DEPTH: 350 feet CASING 1'-3' BORING NO.

MW-67

>10' 3'-10' WIDE/THICK 2"-1' ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 JOINT/FRACTURE CHARACTERISTICS ATTITUDE VERY WIDE/VERY THICK 35°-55° Granular Soils COHESIVE SOILS HARDNESS IN SITU PROPERTIES WEATHERING BORING No. MW-67 Refer to Table 6.1 for Groundwater Data see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 241 4

R-47 240-245 5/5 100 100 25 2

242 5

1 243 6

0 244 6

1 245 6

0 246 6

R-48 245-250 5/5 100 100 30 0

247 5

0 248 5

3 249 4

0 250 5

0 251 4

R-49 250-255 5/5 100 100 32 1

252 4

0 253 5

2 254 2

1 255 4

0 256 5

R-50 255-260 5/5 100 100 46 1

257 6

0 258 5

0 259 5

0 260 6

0 261 6

R-51 260-265 5/5 100 100 45 0

262 6

0 263 6

0 264 5

3 265 5

0 266 6

R-52 265-270 5/5 100 94 10 0

267 6

4 268 6

0 269 5

0 270 5

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

Indian Point Energy Center Entergy Nuclear Northeast DATUM: NGVD 1929 DATE 14.36 HARDNESS IN SITU PROPERTIES WEATHERING 6490.48 Granular Soils COHESIVE SOILS ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 2"-1' 3'-10' JOINT/FRACTURE CHARACTERISTICS 1'-3' BORING NO.

MW-67

>10' ATTITUDE WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK DEPTH CASING

>30 15-30 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DATE START: 6/5/07 DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon FOREMAN: Dave Carter ENGINEER: Maurice Ponti BORING CO.: Aquifer Drilling and Testing PROJECT NO:

G. SURF. EL.

Buchanan, NY FINAL BORING DEPTH: 350 feet SH. 9 of 12 BORING LOG BORING No. MW-67 DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed 85°-90° CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNESS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 WEATHERING 0-4 2-4 4-10 BPF HARDNESS NO. PER FT 4-8 VERY CLOSE/VERY THIN

<2" (1) 0 10-30

<2 VERY SOFT ROCK CORE CHARACTERISTICS 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.

NOTES 1129.65 STABILIZATION TIME NO. OF FRACTURES PER FOOT GROUND WATER READINGS Refer to Table 6.1 for Groundwater Data see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 271 4

R-53 270-275 5/5 100 100 10 0

272 4

0 273 5

0 274 5

0 275 5

0 276 6

R-54 275-280 5/5 100 100 25 0

277 5

0 278 5

0 279 4

2 280 5

0 281 4

R-55 280-285 5/5 100 100 15 1

282 4

1 283 5

0 284 2

1 285 4

0 286 5

R-56 285-290 5/5 100 100 21 0

287 6

1 288 5

1 289 5

0 290 6

0 291 6

R-57 290-295 5/5 100 100 29 1

292 6

0 293 6

0 294 5

0 295 5

0 296 6

R-58 295-300 5/5 100 100 30 0

297 6

0 298 6

1 299 5

0 300 5

0 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS COHESIVE SOILS HARDNESS BPF 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) 11-20 30-50 8-15 SH. 10 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-67 TOTAL CORE REC (%)

RQD (%)

N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING FLUIDS LOST (GALLONS)

DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

>30 DEPTH CASING 1'-3' BORING NO.

MW-67

>10' VERY WIDE/VERY THICK 35°-55° DATE START: 6/5/07 FOREMAN: Dave Carter STABILIZATION TIME ENGINEER: Maurice Ponti 5°-35° ANGLE SPACING/THICKNESS FINAL BORING DEPTH: 350 feet MOD CLOSE/MOD THICK Buchanan, NY WEATHERING 1129.65 G. SURF. EL.

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

DATE END : 6/26/07 14.36 GROUND WATER READINGS BORING CO.: Aquifer Drilling and Testing 2"-1' 3'-10' JOINT/FRACTURE CHARACTERISTICS ATTITUDE WIDE/THICK 55°-85° 85°-90° CLOSE/THIN 0°-5° HARDNESS IN SITU PROPERTIES WEATHERING NOTES Fractured Zone Observed 6490.48 NO. OF FRACTURES PER FOOT Refer to Table 6.1 for Groundwater Data DATUM: NGVD 1929 DATE 7

Hard, 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.

SAMPLE DESCRIPTION see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 301 R-59 300-305 5/5 100 100 23 0

302 1

303 0

304 1

305 0

306 3

R-60 305-310 5/5 100 100 20 0

307 3

1 308 3

0 309 3.5 1

310 3.5 0

311 3

R-61 310-315 100 100 28 0

312 3

0 313 3

1 314 3

0 315 4

0 316 2.5 R-62 315-320 100 100 26 0

317 3

2 318 3

1 319 3.5 0

320 4

0 321 3

R-63 320-325 100 100 91 0

322 3

1 323 3

1 324 3

0 325 3

0 326 2.5 R-64 325-330 100 100 160 0

327 3

0 328 3

3 329 3

1 330 3

1 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

Granular Soils COHESIVE SOILS DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed IN SITU PROPERTIES HARDNESS ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 6490.48 1129.65 WEATHERING STABILIZATION TIME NO. OF FRACTURES PER FOOT 1'-3' BORING NO.

MW-67

>10' VERY WIDE/VERY THICK ATTITUDE WIDE/THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK ANGLE SPACING/THICKNESS DEPTH CASING

>30 DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DATE GROUND WATER READINGS Refer to Table 6.1 for Groundwater Data NOTES CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DATE START: 6/5/07 ENGINEER: Maurice Ponti FOREMAN: Dave Carter G. SURF. EL.

Buchanan, NY BORING CO.: Aquifer Drilling and Testing FINAL BORING DEPTH: 350 feet 14.36 DATUM: NGVD 1929 SH. 11 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast PROJECT NO:

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' JOINT/FRACTURE CHARACTERISTICS

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 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 VERY CLOSE/VERY THIN

<2" (1) 0 4-10 10-30

<2 VERY SOFT ROCK CORE CHARACTERISTICS BPF HARDNESS NO. PER FT WEATHERING Hard, fresh, gray, fine-grained, MARBLE, with faint, very thin, moderately dipping to sub-vertical foliation, two smooth, widely spaced, moderately joints/ 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, see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

Reviewed by: M.A. Ponti, Jr. - D. Schipper 41.0017869.10 COORDINATES:

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER 331 2

R-65 330-335 100 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 BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS 0-4 2-4 4-8 VERY CLOSE/VERY THIN

<2" (1) 0

<2 VERY SOFT 4-10 10-30 WEATHERING JOINT/FRACTURE CHARACTERISTICS ATTITUDE

>50 (2) 1-2 (3) 3-10 (4) 11-20 30-50 8-15 15-30 DRILLING FLUIDS LOST (GALLONS)

SAMPLE DESCRIPTION Fractured Zone Observed 85°-90° CLOSE/THIN 0°-5° 5°-35° ANGLE SPACING/THICKNESS SH. 12 of 12 BORING LOG Indian Point Energy Center Entergy Nuclear Northeast BORING No. MW-67 DATE START: 6/5/07 FOREMAN: Dave Carter PROJECT NO:

DATUM: NGVD 1929 DATE STABILIZATION TIME ENGINEER: Maurice Ponti Buchanan, NY BORING CO.: Aquifer Drilling and Testing RQD (%)

N VALUE CASING SIZE: 4" dia. (HW)

CASING HAMMER: N/A DRILLING RIG MODEL: CME 55 Truck rig SAMPLER : Split Spoon DEPTH (FT)

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN. / REC.(FT/FT)

SAMPLE / CORE NO.

SAMPLE DEPTH (FT)

TOTAL CORE REC (%)

>30 DEPTH CASING 14.36 NOTES GROUND WATER READINGS FINAL BORING DEPTH: 350 feet WIDE/THICK VERY WIDE/VERY THICK 35°-55° 55°-85° MOD CLOSE/MOD THICK 1'-3' BORING NO.

MW-67

>10' 3'-10' 2"-1' ROCK CORE: 3 7/8-inch dia. (HQ)

DATE END : 6/26/07 Granular Soils COHESIVE SOILS 8

FZ FZ 6490.48 1129.65 Refer to Table 6.1 for Groundwater Data HARDNESS IN SITU PROPERTIES WEATHERING NO. OF FRACTURES PER FOOT G. SURF. EL.

see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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, 4 17 16 1, 2 15 14 13 12 11 6

30 4

Bedrock 29 3

Top of Bedrock at 27.7 feet 28 3

27 4

5 26 4

25 4

24 4

23 22 21 9

8 7

6 3

4 5

1 2

FRACTURED ZONE OBSERVED DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

BORING CO.: ADT CASING HAMMER: N.A.

SAMPLE / CORE NO.

SAMPLE DEPTH BORING LOG FINAL BORING DEPTH (FT) 140 ENGINEERS: Anton Gallas, Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner approx 79 feet1 604879.15 STABILIZATION TIME 1'-3' BORING NO.

RW-1 85°-90° NO. OF FRACTURES PER FOOT Wide/Thick 35°-55° 55°-85° Mod Close/Mod Thick ANGLE SPACING/THICKNESS G. SURF. EL.

NGVD 29 NOTES Refer to Table 6.1 for Groundwater Data 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 Drilling Fluid Loss (Gallons) 2"-1' 3'-10' CASING SIZE: 6-inch diameter (SW)

PROJECT NO:

41.0017869.10 SH. 1 OF 5 SAMPLER: Drilling Rig CME L55 Track Rig SAMPLER HAMMER: N.A.

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE 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" JOINT FRACTURE CHARACTERISTICS

<2 NO. PER FT (1) 0 10 4-10 ROCK CORE CHARACTERISTICS HARDNESS GRANULAR SOILS 2-4 COHESIVE SOILS VERY SOFT 0-4 WEATHERING BPF Concrete see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS HARDNESS 40 11 WEATHERING BPF

<2 VERY SOFT ANGLE SPACING/THICKNESS Very close/Very thin Close/Thin 0°-5° 5°-35° Mod Close/Mod Thick

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 10-30 3'-10' SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

N VALUE HARDNESS IN SITU PROPERTIES WEATHERING approx 79 feet1 PROJECT NO:

41.0017869.10 SH. 2 OF 5 BORING LOG BORING NO. RW-1 SAMPLER: Drilling Rig CME L55 Track Rig SAMPLER HAMMER: N.A.

DATE END : 7/28/06 SAMPLE DESCRIPTION DEPTH (FT)

BLOWS / 6 INCH DATUM DATE START: 7/17/06 Drilling Fluid Loss (Gallons) 2"-1' ENGINEERS: Anton Gallas, Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner ROCK CORE: N.A.

Wide/Thick Very Wide/Very Thick ATTITUDE 4-8

>30 DEPTH CASING NO. OF FRACTURES PER FOOT G. SURF. EL.

NGVD 29 NOTES Refer to Table 6.1 for Groundwater Data 463006.84 604879.15 STABILIZATION TIME FINAL BORING DEPTH (FT) 140 CASING 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°

>10' CASING(BPF)/

CORING (MIN/FT)

BORING CO.: ADT 33 GRANULAR SOILS SAMPLE / CORE NO.

SAMPLE DEPTH 34 35 8

JOINT FRACTURE CHARACTERISTICS FRACTURED ZONE OBSERVED 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

9. Drilling parameters: 1350 RPM, Roller Bit Pressure 700 psi, 2nd gear between 30 and 50 feet b/g.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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

3 78 5

4 77 5

4 76 7

75 5

74 3

13 73 12 72 7

71 10 5

90 7

5 89 7

4 88 6

6 87 7

4 86 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

7 65 10 9

10 7

11 61 62 63 64 FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH ROCK CORE: N.A.

DATE END : 7/28/06 SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

BORING CO.: ADT Refer to Table 6.1 for Groundwater Data BORING LOG FINAL BORING DEPTH (FT) 140 ENGINEERS: Anton Gallas, Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner approx 79 feet1 SH. 3 OF 5 SAMPLER HAMMER: N.A.

1'-3' BORING NO.

RW-1 85°-90°

>10'

12. Drilling parameters: 1450 RPM, Roller Bit Pressure 800 psi, 2nd gear between 69 and 73 feet b/g.

G. SURF. EL.

NGVD 29 NOTES IN SITU PROPERTIES WEATHERING 463006.84 604879.15 STABILIZATION TIME DEPTH CASING NO. OF FRACTURES PER FOOT 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 Drilling Fluid Loss (Gallons) 2"-1' CASING SIZE: 6-inch diameter (SW)

SAMPLER: Drilling Rig CME L55 Track Rig BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

PROJECT NO:

41.0017869.10 BORING NO. RW-1 N VALUE Wide/Thick Very Wide/Very Thick 35°-55° 55°-85° Mod Close/Mod Thick 10-30 2-4 15-30 Close/Thin

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 0°-5° 5°-35° WEATHERING NO. PER FT (1) 0 ANGLE SPACING/THICKNESS Very close/Very thin BPF

<2 5

COHESIVE SOILS 0-4 4-10 ROCK CORE CHARACTERISTICS HARDNESS 7

70 Bedrock see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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 ROCK CORE CHARACTERISTICS HARDNESS 4

100 WEATHERING BPF

<2 5

>10' ANGLE SPACING/THICKNESS Very close/Very thin Close/Thin 0°-5° 5°-35° PROJECT NO:

41.0017869.10

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 8-15 10-30 SH. 4 OF 5 SAMPLER: Drilling Rig CME L55 Track Rig SAMPLER HAMMER: N.A.

VERY SOFT DATUM DATE START: 7/17/06 Drilling Fluid Loss (Gallons) 2"-1' 3'-10' Wide/Thick Very Wide/Very Thick Mod Close/Mod Thick ATTITUDE 4-8

>30 DEPTH CASING NO. OF FRACTURES PER FOOT G. SURF. EL.

NGVD 29 NOTES Refer to Table 6.1 for Groundwater Data 463006.84 604879.15 STABILIZATION TIME CASING 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 FINAL BORING DEPTH (FT) 140 ENGINEERS: Anton Gallas, Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner approx 79 feet1 BORING CO.: ADT ROCK CORE: N.A.

DATE END : 7/28/06 SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

93 GRANULAR SOILS JOINT FRACTURE CHARACTERISTICS FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH N VALUE 94 95 8

6 5

6 7

91 92 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.

see below for values see below for values see below for values see below for values see below for values see below for values

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

NORTH:

EAST:

1 2

3 4

5 1

2 3

4 5

1 2

3 4

NUMBER BPF DENSITY CONSISTENCY VERY LOOSE VERY SOFT 1

1 COMPLETE HORIZONTAL LOOSE SOFT 2

MEDIUM 2

SEVERE SUB-HORIZONTAL MEDIUM DENSE M. STIFF 3

MODERATELY HARD 3

MODERATE MOD DIPPING DENSE STIFF 4

HARD 4

SLIGHT SUB-VERTICAL VERY DENSE V.STIFF 5

VERY HARD 5

FRESH VERTICAL HARD NOTES:

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.

End of Boring at 140 feet 5

6 17 140 6

139 7

4 138 5

4 137 5

4 136 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

24 3

4 3

125 6

7 7

7 6

121 122 123 124 FRACTURED ZONE OBSERVED SAMPLE / CORE NO.

SAMPLE DEPTH ROCK CORE: N.A.

DATE END : 7/28/06 SAMPLE DESCRIPTION DEPTH (FT)

CASING(BPF)/

CORING (MIN/FT)

BORING CO.: ADT Refer to Table 6.1 for Groundwater Data BORING LOG FINAL BORING DEPTH (FT) 140 ENGINEERS: Anton Gallas, Sara Covelli DATE GROUND WATER READINGS FOREMAN: Ed Borner approx 79 feet1 SH. 5 OF 5 SAMPLER HAMMER: N.A.

1'-3' BORING NO.

RW-1 85°-90°

>10' G. SURF. EL.

NGVD 29 NOTES IN SITU PROPERTIES WEATHERING 463006.84 604879.15 STABILIZATION TIME DEPTH CASING NO. OF FRACTURES PER FOOT 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 Drilling Fluid Loss (Gallons) 2"-1' CASING SIZE: 6-inch diameter (SW)

SAMPLER: Drilling Rig CME L55 Track Rig BLOWS / 6 INCH SOIL PEN. / REC.(IN / IN)

ROCK PEN./REC.(FT/FT)

TOTAL CORE REC (%)

RQD (%)

PROJECT NO:

41.0017869.10 BORING NO. RW-1 N VALUE Wide/Thick Very Wide/Very Thick 35°-55° 55°-85° Mod Close/Mod Thick 10-30 2-4 15-30 Close/Thin

>50 (2) 1-2 (3) 2-10 (4) 10-20 30-50 0°-5° 5°-35° WEATHERING NO. PER FT (1) 0 ANGLE SPACING/THICKNESS Very close/Very thin BPF

<2 COHESIVE SOILS 0-4 4-10 ROCK CORE CHARACTERISTICS HARDNESS 4

130 Bedrock see below for values see below for values see below for values see below for values see below for values see below for values

ML12089A577

Text

Navigation menu

Search