Text

Official Exhibit - ENT00575E-00-BD01 - Quarter 2011 Rolling Average Cesium, Cobalt, and Nickel Activity Map
	ML12340A771
Person / Time
Site:	Indian Point
Issue date:	09/14/2012
From:	; GZA GeoEnvironmental, Entergy Nuclear Operations
To:	; Atomic Safety and Licensing Board Panel
	SECY RAS
References
	RAS 23568, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01
	Download: ML12340A771 (157)
	v • d • e

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storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb Grass A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.

Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open gr ate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Conc rete Retaining Wa ll Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking crete curb Asphalt parking Concrete curb curb pad Asphalt curb alt parking Asphalt curb Asphalt curb Grass alt curb Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.

Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.

stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)

DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRAN SFE R PO O L STO RA GE PO O L STO RA GE PO O L FA IL ED FU EL AUX. PO O L DIS ASS EM B LY PO O L CAS K L O AD PO O L CAS K W AS H &

DIS ASS EM B LY ISO L ATIO N PI T PU MP SU CTI ON WELL WATER STO RA GE PO O L ROOF DRAIN ELEVATION 65' 43.8' 43.8' 43.8' 21.75' 22.75' (EL.=0.0) 33' 13' 43.8' 33' 33' 33' 33' 33' 42.5' 42.5' MH-4 MH-4A MH-5 MH-6 MH-2 B6 B6A B5 B4 B4A B3 B3A B2A B2 B1 A2 A1 U3-MH-14 F5 A2A CB-B CB-E CB-F C-1 C-3 D2 B7 B8 CB-33 CB-34 CB-15 CB-14 CB-13 CB-32 CB-31 CB-30 A7 U1-CB-22 U3-CB (U1-CB-10)

CB-29 U3-CB (U1-CB-9)

U1-CB-21 U1-CB-20 CB-28 CB-24 CB-27 E16 E16 E16A CB-6 CB-5A (CB-6)

CB-5B CB-7 CB-5 MH16 CB-3B CB3A CB4 CB-2C CB3 CB-2B CB-2A CB-2 CB-1 MH18 MH8 MH17 MH7 MH23A CB-16 MH9 MH10 MH11 MH22 MH21 MH13 MH3 MH12 MH1 CB-18 MH15 CB-19 CB-23 MH14 C2 E7 E6 E8 E9 E10 E11 E5 E5A E4 E4 E4A E3B E3 E3A F3 F4 CB E2 E2A F6 F7 E2B E2C E1 A6 A5 A3A A3 A4 E14 E15 E15A (U1-CB-8)

AB E13 E12 D1 CB-17 F2 F1 CB-12 MH-23 MH-19 MH-20 ROOF DRAIN Turbine Generator Building 2 Turbine Generator Building 1 Turbine Generator Building 3 Transformer Yard PAB Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co UTILITY TUNNEL UTILITY TUNNEL CSS CSS TRENCH Cs Ni Co Cs Ni Co Cs Ni Co 50 40 30 20 10 5

50 40 30 20 5

20 13 10 Cs Ni Co B-1 Cs Ni Co B-6 ALL EYW AY U1-SFDS Cs Ni Co U1-NCD Cs Ni Co Cs Ni Co MH-5 VCFD 2

2 2

4 3

1 1

5 I-2 HR-1 U3-3 U3-2 U3-1 RW-1 OUT-1 U3-C1 U2-C1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-58 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-109 MW-108 MW-107 H U D S O N R I V E R ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 6.79 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 34 0.1 8.3 7.2 7.05 9.77

-1.3 4.68 5.16 6.14 6.02 8.44 3.69 3.76 9.02 0.81 8.94 2.69 3.81 7.88 1.22 33.9 22.7 21.9 10.6 3.13 3.29 6.97 4.06 5.76 6.41 7.45 9.05 8.82 9.02 9.92 2.34 7.06 6.46 7.19 5.55 6.04 5.64 0.49 0.68 0.47 2.52 0.47 0.16 2.04 45.79 39.64 11.53 12.16 44.48 12.81 35.07 34.43 41.21 44.13 50.75

-1.64

-0.15

-0.48 29.36 37.68 36.03 40.36 49.24 40.66 43.87 44.32 46.83 52.35 54.22 32.72 23.79 24.43 24.79 25.12 25.21 26.96 30.71 31.76 32.15 25.45 26.68 21.08 22.37 25.16 29.05 10.48 10.54 10.68 12.36 11.71 10.27

-1.19

-1.54

-0.86

-2.26

-0.98

-1.24

-0.13

-0.08

-1.79

-1.69

-1.85

-0.37

-0.85

-1.24

-0.84

-0.15

-0.12

-1.93

-0.14

-0.86

-0.82

-0.02

-1.56

-1.02

-2.59

-2.25

-0.91

-2.03 115.76 DRY ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 260.5 ND ND ND ND ND ND 11700 18.22 24825 14.445 ND ND ND ND ND ND ND 9.45 0.29 21.51 ND 234.75 Plant North N

N 50 0

50 100 150 25 Feet Figure No.:

Job No.:

Dwg. Date:

Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS 01.0017869.92 8-Q1 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.

One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 1st QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

1st QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

East Fuel Pool LEGEND Cesium Data1 Average Cs, pCi/L Cobalt Data1 Average Co, pCi/L Nickel Data 1 Average Ni, pCi/L Not Detected (ND)

ND - 10 10 - 50 50 - 500 500 - 1,000 1,000 - 5,000

> 5,000 No Depth-Specific Samples ND 4.2 37 294 836 4460 6000 Not Detected (ND)

ND - 25 25 - 100 100 - 200 200 - 300 300 - 500

> 500 No Depth-Specific Samples ND 4

83 194 250 350 508 Not Detected (ND)

ND - 12 12 - 25 25 - 50 50 - 100 100 - 250 250 - 500

> 500 No Depth-Specific Samples ND 4

20 49 54 207 300 526 Groundwater Elevation Contours Depth-Specific Data Probable Legacy Release SSCs MW-30 Boring / Monitoring Installation Designation Longterm Radionuclide Monitoring Installation

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Standby Radionuclide Monitoring Installation

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Unit 1 West Fuel Pool (All U1-SFPs drained and inactive as of October 2008)

Unit 2 Fuel Pool (All identified leaks repaired as of December 2007)

Containment Spray Sump Trench Terminated Connection To Storm Drain Drain Exfiltration Inter-Structure Joint / Mud Mat Contours Other Than 10' Interval 20 5

11.3 11.9 12.6 12.8 Screened in Soil Screened in Bedrock Multiple Screened Intervals w/ Depth 6000 836 294 Average activity of Cs 137 (pCi/L) for each screened interval.

37 508 250 194 4

526 207 49 20 Average activity of Co 60 (pCi/L) for each screened interval.

Average activity of Ni 63 (pCi/L) for each screened interval.

3 Transient Distillate Tank Valve Leak in Unit 1 Fuel Storage Building - 3/07/2009 G

4 Footing Drain Active Storm Drain Catch Basin Abandoned Storm Drain Ambient "Watertable" Contours for Q4 2008 (11/11/2008) 1 1

Groundwater elevation for each screened interval at time of low river tide for Q4 2008 (11/11/2008).

1 1

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Transient Spill from Temporary R.O. Skid Piping -

Entered MW-32 Vault and MH 11/21/2009 5

Notes:

1. Groundwater contours drawn from Q4 2008 groundwater data to show groundwater conditions used for recalibration of the Precipitation Mass Balance Model (see Q2 2009 LTM Report). These contours developed from limited data recorded on 11/11/2008. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

Data Notes:

1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the current and preceeding three quarters' data.

Only values greater than the MDC are used in this average, thus adding a degree of conservatism to the subsequent dose computations.

2. Storm or foundation drain sampling locations, for which investigation levels are not applicable.

3. Historically elevated Tritium levels in MW-42-49 obsrved during Q1 2009 were consistent with leakage visually identified on 03/07/2009 (and terminated immediately thereafter) from the waste distillate tank valves located within the Unit 1 fuel storage building. Elevated tritium levels not seen in MW-53; therefore, this transient leakage was likely to have been generally confined to, and contained by, the Unit 1 North Curtain Drain.

4. Historically elevated Tritium levels in MW-45-42 observed during Q2 2009 were consistent with an increased activity observed in Unit 3 Manhole A2. This release was initially detected in a storm drain sample collected 03/25/2009 under the 80-10 Effluents Program. This Tritium peak dissipated prior to samples taken during the subsequent quarter. Additionally, transient Tritium peaks have been recently detected in MH-A2 from Q3 2010 to Q1 2011. These increases are consistent with elevated Tritium levels in MW-41-40, MW-46 and B-1. Based on investigations initiated in, and ongoing since, 2009 and the more recent sampling of the Unit 3 Fuel Storage Building (FSB) roof drains, it has been concluded that these increases in storm drain and monitoring well Tritium activity are due to condensation of SFP evaporation on the FSB roof (Washout) when the exhaust fan is not operating, which then enters the roof drains and discharges directly into MH-A2 during rainfall events.

5. Elevated levels of Tritium detected in MH-9 and MH-10a during routine 80-10 Effluents Program sampling on 1/15/2010 appears to have originated from a November 21, 2009 transient leak in temporary RWST / R.O. skid connection hoses, which flowed into MH-9. It also appears that this release entered the well vault for MW-32, and may have penetrated the well casings and entered the subsurface around the monitoring installation.

General Notes:

1. Base map was developed from an untitled electronic file provided by Badey and Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".

© 2012 - GZA GeoEnvironmental, Inc. \\\\gzanor\\Jobs\\17,000-18,999\\17869\\17869-91.MG\\Figures\\GIS\\MXD Documents\\2011-comb\\12-09-14 F08 Q1 2011 Rolling Average Cesium, Cobalt, and Nickel Activity Map 17869-92_final.mxd, 9/14/2012, 4:50:45 PM, jennifer.pisani 09-14-2012 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4

Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2

Quarter 3 Post Quarter 3

Quarter 4 Post Quarter 4

Quarter 1 Post Quarter 1 2010 2010 2010 2010 2010 2010 2011 2011 2010 2010 2010 2010 2010 2010 2011 2011 MW-30-69 ND ND ND ND/ND ND NA ND ND positive ND MW-53-82 ND NA ND NA ND NA ND NA positive ND MW-30-84 ND ND ND ND/ND ND NA ND ND positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND MW-31-49 ND ND ND ND/ND ND NA ND ND positive ND MW-54-37 ND NA ND NA ND NA ND NA positive ND MW-31-63 ND ND ND ND/ND ND NA ND ND positive ND MW-54-58 ND NA ND NA ND NA ND NA positive ND MW-31-85 ND ND ND ND/ND ND NA ND ND positive ND MW-54-123 ND NA ND NA ND NA ND NA positive ND MW-32-48 ND NA ND ND NA NA NA NA positive ND MW-54-144 ND NA ND NA ND NA ND NA positive ND MW-32-59 ND ND ND ND/ND ND NA ND ND positive ND MW-54-173 ND NA ND NA ND NA ND NA positive ND MW-32-85 ND ND ND ND/ND ND NA ND ND positive ND MW-54-190 NA NA NA NA ND NA ND NA positive ND MW-32-149 ND ND ND ND/ND ND NA ND ND positive ND MW-55-24 ND NA ND NA ND NA ND NA positive ND MW-32-173 ND ND ND ND/ND ND NA ND ND positive ND MW-55-35 ND NA ND NA ND NA ND NA positive ND MW-32-190 ND ND ND ND/ND ND NA ND ND positive ND MW-55-54 ND NA ND NA ND NA ND NA positive ND MW-33 ND NA ND ND NA NA NA NA positive ND MW-56-53 ND NA ND NA ND NA NA NA positive ND MW-35 NA ND NA NA NA NA NA NA positive ND MW-56-83 NA NA NA NA ND NA NA NA positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-11 ND NA ND NA NA NA NA NA positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-57-20 ND NA ND NA NA NA NA NA positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-57-45 ND NA ND NA NA NA NA NA positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND NA ND NA NA NA positive ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND NA ND NA NA NA positive ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND ND ND NA ND NA ND NA positive ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-53 ND ND ND NA ND NA ND NA positive ND MW-39-67 ND NA ND NA ND NA NA NA positive ND MW-60-72 NA ND ND NA ND NA ND NA positive ND MW-39-84 ND NA ND NA ND NA NA NA positive ND MW-60-135 ND ND ND NA ND NA ND NA positive ND MW-39-102 ND NA ND NA ND NA NA NA positive ND MW-60-154 ND ND ND NA ND NA ND NA positive ND MW-39-124 ND NA ND NA ND NA NA NA positive ND MW-60-176 ND ND ND NA ND NA ND NA positive ND MW-39-183 ND NA ND NA ND NA NA NA positive ND MW-62-18 ND NA ND NA ND NA ND NA positive ND MW-39-195 ND NA ND NA ND NA NA NA positive ND MW-62-37 ND NA ND NA ND NA ND NA positive ND MW-40-27 ND NA ND NA ND NA ND NA positive ND MW-62-53 ND NA ND NA ND NA ND NA positive ND MW-40-46 ND NA ND NA ND NA ND NA positive ND MW-62-71 ND NA ND NA ND NA ND NA positive ND MW-40-81 ND NA ND NA ND NA ND NA positive ND MW-62-92 ND NA ND NA ND NA ND NA positive ND MW-40-100 ND NA ND NA ND NA 2.46E+01**

NA positive ND MW-62-138 ND NA ND NA ND NA ND NA positive ND MW-40-127 ND NA ND NA ND NA 5.07E+01**

NA positive ND MW-62-182 ND NA ND NA ND NA ND NA positive ND MW-40-162 ND NA ND NA ND NA ND NA positive ND MW-63-18 ND NA ND NA ND NA ND NA positive ND MW-41-40 ND NA ND NA ND NA ND NA positive ND MW-63-34 ND NA ND NA ND NA ND NA positive ND MW-41-63 ND NA ND NA ND NA ND NA positive ND MW-63-50 ND NA ND NA ND NA ND NA positive ND MW-42-49 2.37E+04 NA 1.87E+04 NA 2.39E+04 NA 3.30E+04 NA 6.58E+04 2.48E+04 MW-63-93 ND NA ND NA ND NA ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND NA ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND NA ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-163 ND NA ND NA ND NA ND NA positive ND MW-44-66 NA ND NA NA ND NA ND NA positive ND MW-63-174 ND NA ND NA ND NA ND NA positive ND MW-44-102 ND ND ND NA ND NA ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-45-42 ND NA ND NA ND NA ND NA positive ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-45-61 ND NA ND NA ND NA ND NA positive ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-46 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-107 ND NA ND NA NA NA NA NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-111 6.79E+00 NA ND ND ND NA NA NA 1.36E+01 6.79E+00 MW-51-104 ND NA ND NA ND NA ND NA positive ND U3-4D ND NA ND NA ND NA ND NA positive ND MW-51-135 ND NA ND NA ND NA ND NA positive ND U3-4S NA NA ND NA ND NA NA NA positive ND MW-51-163 ND NA ND NA ND NA ND NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-51-189 ND NA ND NA ND NA 3.77E+01**

NA positive ND U3-T2 ND NA ND NA ND NA ND NA positive ND MW-52-11 ND NA ND NA NA NA NA NA positive ND U1-CSS ND NA ND NA ND NA NA NA positive ND MW-52-18 ND NA ND NA NA NA NA NA positive ND U1-NCD ND NA 1.14E+04 NA 1.20E+04 NA NA NA 1.17E+04 MW-52-48 ND NA ND NA NA NA NA NA positive ND U1-SFDS ND NA 2.09E+01 NA 7.99E+00 NA NA NA 1.44E+01 MW-52-64 ND NA ND NA NA NA NA NA positive ND I-2 NA NA ND NA ND NA NA NA positive ND MW-52-122 ND NA NA NA NA NA NA NA positive ND LAF-002 NA ND NA NA ND NA NA NA positive ND MW-52-162 ND NA ND NA NA NA NA NA positive ND B-1 9.79E+00 NA 2.27E+01 NA 1.89E+01 NA 2.15E+01 NA 1.82E+01 MW-52-181 ND NA ND NA NA NA NA NA positive ND B-6 NA ND NA ND ND NA ND NA ND MH-5 VCFD NA ND ND ND/ND ND NA ND NA ND Notes:

4) ** The Q1 2011 MW-40-100, MW-40-127 and MW-51-189 Cs-137 results were verified by re-analysis. However, based on the available chemistry and Site hydrogeologic data, these values do not appear to be representative of the groundwater conditions at these sampling intervals.

Well ID Cesium Results (pCi/L) 2011 Investigation Level Rolling Annual Average Cesium Results (pCi/L)

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID 2011 Investigation Level shaded value Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 2010 2010 2010 2010 2010 2010 2011 2011 2010 2010 2010 2010 2010 2010 2011 2011 MW-30-69 ND ND ND ND/ND ND NA ND ND positive ND MW-53-82 ND NA ND NA ND NA ND NA positive ND MW-30-84 ND ND ND ND/ND ND NA ND ND positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND MW-31-49 ND ND ND ND/ND ND NA ND ND positive ND MW-54-37 ND NA ND NA ND NA ND NA positive ND MW-31-63 ND ND ND ND/ND ND NA ND ND positive ND MW-54-58 ND NA ND NA ND NA ND NA positive ND MW-31-85 ND ND ND ND/ND ND NA ND ND positive ND MW-54-123 ND NA ND NA ND NA ND NA positive ND MW-32-48 ND NA ND ND NA NA NA NA positive ND MW-54-144 ND NA ND NA ND NA ND NA positive ND MW-32-59 ND ND ND ND/ND ND NA ND ND positive ND MW-54-173 ND NA ND NA ND NA ND NA positive ND MW-32-85 ND ND ND ND/ND ND NA ND ND positive ND MW-54-190 ND NA ND NA ND NA ND NA positive ND MW-32-149 ND ND ND ND/ND ND NA ND ND positive ND MW-55-24 ND NA ND NA ND NA ND NA positive ND MW-32-173 ND ND ND ND/ND ND NA ND ND positive ND MW-55-35 ND NA ND NA ND NA ND NA positive ND MW-32-190 ND ND ND ND/ND ND NA ND ND positive ND MW-55-54 ND NA ND NA ND NA ND NA positive ND MW-33 ND NA ND ND NA NA NA NA positive ND MW-56-53 ND NA ND NA ND NA ND NA positive ND MW-35 NA ND NA NA NA NA NA NA positive ND MW-56-83 ND NA ND NA ND NA ND NA positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-11 ND NA ND NA NA NA ND NA positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-57-20 ND NA ND NA NA NA ND NA positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-57-45 ND NA ND NA NA NA ND NA positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND NA ND NA ND NA positive ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND NA ND NA ND NA positive ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND ND ND NA ND NA ND NA positive ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-53 ND ND ND NA ND NA ND NA positive ND MW-39-67 ND NA ND NA ND NA ND NA positive ND MW-60-72 ND ND ND NA ND NA ND NA positive ND MW-39-84 ND NA ND NA ND NA ND NA positive ND MW-60-135 ND ND ND NA ND NA ND NA positive ND MW-39-102 ND NA ND NA ND NA ND NA positive ND MW-60-154 ND ND ND NA ND NA ND NA positive ND MW-39-124 ND NA ND NA ND NA ND NA positive ND MW-60-176 ND ND ND NA ND NA ND NA positive ND MW-39-183 ND NA ND NA ND NA ND NA positive ND MW-62-18 ND NA ND NA ND NA ND NA positive ND MW-39-195 ND NA ND NA ND NA ND NA positive ND MW-62-37 ND NA ND NA ND NA ND NA positive ND MW-40-27 ND NA ND NA ND NA ND NA positive ND MW-62-53 ND NA ND NA ND NA ND NA positive ND MW-40-46 ND NA ND NA ND NA ND NA positive ND MW-62-71 ND NA ND NA ND NA ND NA positive ND MW-40-81 ND NA ND NA ND NA ND NA positive ND MW-62-92 ND NA ND NA ND NA ND NA positive ND MW-40-100 ND NA ND NA ND NA ND NA positive ND MW-62-138 ND NA ND NA ND NA ND NA positive ND MW-40-127 ND NA ND NA ND NA ND NA positive ND MW-62-182 ND NA ND NA ND NA ND NA positive ND MW-40-162 ND NA ND NA ND NA ND NA positive ND MW-63-18 ND NA ND NA ND NA ND NA positive ND MW-41-40 ND NA ND NA ND NA ND NA positive ND MW-63-34 ND NA ND NA ND NA ND NA positive ND MW-41-63 ND NA ND NA ND NA ND NA positive ND MW-63-50 ND NA ND NA ND NA ND NA positive ND MW-42-49 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND NA ND NA ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND NA ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND NA ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-163 ND NA ND NA ND NA ND NA positive ND MW-44-66 ND ND ND NA ND NA ND NA positive ND MW-63-174 ND NA ND NA ND NA ND NA positive ND MW-44-102 ND ND ND NA ND NA ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-45-42 ND NA ND NA ND NA ND NA positive ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-45-61 ND NA ND NA ND NA ND NA positive ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-46 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-107 ND NA ND NA NA NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-111 ND NA ND ND ND NA ND NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND U3-4D ND NA ND NA ND NA ND NA positive ND MW-51-135 ND NA ND NA ND NA ND NA positive ND U3-4S NA NA ND NA ND NA ND NA positive ND MW-51-163 ND NA ND NA ND NA ND NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-51-189 ND NA ND NA ND NA ND NA positive ND U3-T2 ND NA ND NA ND NA ND NA positive ND MW-52-11 ND NA ND NA NA NA ND NA positive ND U1-CSS ND NA ND NA ND NA ND NA positive ND MW-52-18 ND NA ND NA NA NA ND NA positive ND U1-NCD NA NA NA NA ND NA ND NA ND MW-52-48 ND NA ND NA NA NA ND NA positive ND U1-SFDS NA NA NA NA ND NA ND NA ND MW-52-64 ND NA ND NA NA NA ND NA positive ND I-2 NA NA ND NA ND NA ND NA positive ND MW-52-122 ND NA NA NA NA NA ND NA positive ND LAF-002 NA ND NA NA ND NA ND NA positive ND MW-52-162 ND NA ND NA NA NA ND NA positive ND B-1 ND NA ND NA ND NA ND NA ND MW-52-181 ND NA ND NA NA NA ND NA positive ND B-6 NA ND ND NA ND NA ND NA ND MH-5 VCFD NA ND ND ND/ND ND NA ND NA ND Notes:

Well ID Cobalt Results (pCi/L) 2011 Investigation Level Rolling Annual Average 2011 Investigation Level Cobalt Results (pCi/L)

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID shaded value Unit 3 SFP Evap. Washout to MH-A2 - 3/25/09 (initial)

Localized Transient Releases (Surface Spills and Washout)

Well ID Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 2010 2010 2010 2010 2010 2010 2011 2011 2010 2010 2010 2010 2010 2010 2011 2011 MW-30-69 NA NA NA NA NA NA NA NA positive NA MW-53-82 ND ND ND NA NA NA ND NA positive ND MW-30-84 NA NA NA NA NA NA NA NA positive NA MW-53-120 ND ND ND NA NA NA ND NA positive ND MW-31-49 NA NA NA NA NA NA NA NA positive NA MW-54-37 ND ND ND NA ND NA ND NA positive ND MW-31-63 NA NA NA NA NA NA NA NA positive NA MW-54-58 ND ND ND NA ND NA ND NA positive ND MW-31-85 NA NA NA NA NA NA NA NA positive NA MW-54-123 ND ND ND NA ND NA ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-144 ND ND ND NA ND NA ND NA positive ND MW-32-59 NA NA NA NA NA NA NA NA positive NA MW-54-173 ND ND ND NA ND NA ND NA positive ND MW-32-85 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND ND ND NA ND NA ND NA positive ND MW-32-149 NA NA NA NA NA NA NA NA positive NA MW-55-24 ND ND ND NA ND NA ND NA positive ND MW-32-173 NA NA NA NA NA NA NA NA positive NA MW-55-35 ND ND ND NA ND NA ND NA positive ND MW-32-190 NA NA NA NA NA NA NA NA positive NA MW-55-54 ND ND ND NA ND NA ND NA positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA NA NA NA NA NA positive NA MW-35 NA NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA NA NA NA NA NA positive NA MW-36-24 NA NA NA NA NA NA NA NA positive NA MW-57-11 ND NA NA NA NA NA NA NA positive ND MW-36-41 NA NA NA NA NA NA NA NA positive NA MW-57-20 ND NA NA NA NA NA NA NA positive ND MW-36-52 NA NA NA NA NA NA NA NA positive NA MW-57-45 ND NA NA NA NA NA NA NA positive ND MW-37-22 NA NA NA NA NA NA NA NA positive NA MW-58-26 NA NA NA NA NA NA NA NA positive NA MW-37-32 NA NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA NA NA NA NA NA positive NA MW-37-40 NA NA NA NA NA NA NA NA positive NA MW-60-35 NA ND ND NA ND NA ND NA positive ND MW-37-57 NA NA NA NA NA NA NA NA positive NA MW-60-53 NA ND ND NA ND NA ND NA positive ND MW-39-67 NA NA NA NA NA NA NA NA positive NA MW-60-72 NA ND ND NA ND NA ND NA positive ND MW-39-84 NA NA NA NA NA NA NA NA positive NA MW-60-135 NA ND ND NA ND NA ND NA positive ND MW-39-102 NA NA NA NA NA NA NA NA positive NA MW-60-154 NA ND ND NA ND NA ND NA positive ND MW-39-124 NA NA NA NA NA NA NA NA positive NA MW-60-176 NA ND ND NA ND NA ND NA positive ND MW-39-183 NA NA NA NA NA NA NA NA positive NA MW-62-18 NA NA NA NA NA NA NA NA positive NA MW-39-195 NA NA NA NA NA NA NA NA positive NA MW-62-37 NA NA NA NA NA NA NA NA positive NA MW-40-27 NA NA NA NA NA NA NA NA positive NA MW-62-53 NA NA NA NA NA NA NA NA positive NA MW-40-46 NA NA NA NA NA NA NA NA positive NA MW-62-71 NA NA NA NA NA NA NA NA positive NA MW-40-81 NA NA NA NA NA NA NA NA positive NA MW-62-92 NA NA NA NA NA NA NA NA positive NA MW-40-100 NA NA NA NA NA NA NA NA positive NA MW-62-138 NA NA NA NA NA NA NA NA positive NA MW-40-127 NA NA NA NA NA NA NA NA positive NA MW-62-182 NA NA NA NA NA NA NA NA positive NA MW-40-162 NA NA NA NA NA NA NA NA positive NA MW-63-18 NA NA NA NA NA NA NA NA positive NA MW-41-40 NA NA NA NA NA NA NA NA positive NA MW-63-34 NA NA NA NA NA NA NA NA positive NA MW-41-63 NA NA NA NA NA NA NA NA positive NA MW-63-50 NA NA NA NA NA NA NA NA positive NA MW-42-49 2.36E+02 NA 1.77E+02 NA 2.24E+02 NA 3.02E+02 NA 6.74E+02 2.35E+02 MW-63-93 NA NA NA NA NA NA NA NA positive NA MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-112 NA NA NA NA NA NA NA NA positive NA MW-43-28 NA NA NA NA NA NA NA NA positive NA MW-63-121 NA NA NA NA NA NA NA NA positive NA MW-43-62 NA NA NA NA NA NA NA NA positive NA MW-63-163 NA NA NA NA NA NA NA NA positive NA MW-44-66 NA NA NA NA NA NA NA NA positive NA MW-63-174 NA NA NA NA NA NA NA NA positive NA MW-44-102 NA NA NA NA NA NA NA NA positive NA MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-45-42 NA NA NA NA NA NA NA NA positive NA MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-45-61 NA NA NA NA NA NA NA NA positive NA MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-46 NA NA NA NA NA NA NA NA positive NA MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-40 NA NA NA NA NA NA NA NA positive NA MW-107 NA NA NA NA NA NA NA NA positive NA MW-51-79 NA NA NA NA NA NA NA NA positive NA MW-111 NA NA NA NA NA NA NA NA positive NA MW-51-104 NA NA NA NA NA NA NA NA positive NA U3-4D NA NA NA NA NA NA NA NA positive NA MW-51-135 NA NA NA NA NA NA NA NA positive NA U3-4S NA NA NA NA NA NA NA NA positive NA MW-51-163 NA NA NA NA NA NA NA NA positive NA U3-T1 NA NA NA NA NA NA NA NA positive NA MW-51-189 NA NA NA NA NA NA NA NA positive NA U3-T2 NA NA NA NA NA NA NA NA positive NA MW-52-11 NA NA NA NA NA NA NA NA positive NA U1-CSS ND NA NA NA ND NA NA NA positive ND MW-52-18 NA NA NA NA NA NA NA NA positive NA U1-NCD NA NA 2.90E+02 NA 2.31E+02 NA NA NA 2.61E+02 MW-52-48 NA NA NA NA NA NA NA NA positive NA U1-SFDS NA NA ND NA ND NA NA NA ND MW-52-64 NA NA NA NA NA NA NA NA positive NA I-2 NA NA NA NA NA NA NA NA positive NA MW-52-122 NA NA NA NA NA NA NA NA positive NA LAF-002 NA ND NA NA ND NA NA NA positive ND MW-52-162 NA NA NA NA NA NA NA NA positive NA B-1 NA NA NA NA NA NA NA NA NA MW-52-181 NA NA NA NA NA NA NA NA positive NA B-6 NA NA NA NA NA NA NA NA NA MH-5 VCFD NA NA NA NA NA NA NA NA NA Notes:

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID Nickel Results (pCi/L)

Investigation Level Rolling Annual Average Investigation Level Nickel Results (pCi/L) shaded value ENT00575E Submitted: October 2, 2012 United States Nuclear Regulatory Commission Official Hearing Exhibit In the Matter of:

Entergy Nuclear Operations, Inc.

(Indian Point Nuclear Generating Units 2 and 3)

ASLBP #: 07-858-03-LR-BD01 Docket #: 05000247 l 05000286 Exhibit #:

Identified:

Admitted:

Withdrawn:

Rejected:

Stricken:

Other:

ENT00575E-00-BD01 10/15/2012 10/15/2012

G

^

XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XY XY XYXY XY XY XYXY XY XY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XY XY XYXY XYXY XY XY XYXY XYXY XYXY XY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY X

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storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb Grass A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.

Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open gr ate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Conc rete Retaining Wa ll Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking crete curb Asphalt parking Concrete curb curb pad Asphalt curb alt parking Asphalt curb Asphalt curb Grass alt curb Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.

Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.

stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)

DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRAN SFE R PO O L STO RA GE PO O L STO RA GE PO O L FA IL ED FU EL AUX. PO O L DIS ASS EM B LY PO O L CAS K L O AD PO O L CAS K W AS H &

DIS ASS EM B LY ISO L ATIO N PI T PU MP SU CTI ON WELL WATER STO RA GE PO O L ROOF DRAIN ELEVATION 65' 43.8' 43.8' 43.8' 21.75' 22.75' (EL.=0.0) 33' 13' 43.8' 33' 33' 33' 33' 33' 42.5' 42.5' MH-4 MH-4A MH-5 MH-6 MH-2 B6 B6A B5 B4 B4A B3 B3A B2A B2 B1 A2 A1 U3-MH-14 F5 A2A CB-B CB-E CB-F C-1 C-3 D2 B7 B8 CB-33 CB-34 CB-15 CB-14 CB-13 CB-32 CB-31 CB-30 A7 U1-CB-22 U3-CB (U1-CB-10)

CB-29 U3-CB (U1-CB-9)

U1-CB-21 U1-CB-20 CB-28 CB-24 CB-27 E16 E16 E16A CB-6 CB-5A (CB-6)

CB-5B CB-7 CB-5 MH16 CB-3B CB3A CB4 CB-2C CB3 CB-2B CB-2A CB-2 CB-1 MH18 MH8 MH17 MH7 MH23A CB-16 MH9 MH10 MH11 MH22 MH21 MH13 MH3 MH12 MH1 CB-18 MH15 CB-19 CB-23 MH14 C2 E7 E6 E8 E9 E10 E11 E5 E5A E4 E4 E4A E3B E3 E3A F3 F4 CB E2 E2A F6 F7 E2B E2C E1 A6 A5 A3A A3 A4 E14 E15 E15A (U1-CB-8)

AB E13 E12 D1 CB-17 F2 F1 CB-12 MH-23 MH-19 MH-20 ROOF DRAIN Turbine Generator Building 2 Turbine Generator Building 1 Turbine Generator Building 3 Transformer Yard PAB Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co UTILITY TUNNEL UTILITY TUNNEL CSS CSS TRENCH Cs Ni Co Cs Ni Co Cs Ni Co 50 40 30 20 10 5

50 40 30 20 5

20 13 10 Cs Ni Co B-1 Cs Ni Co B-6 ALL EYW AY U1-SFDS Cs Ni Co U1-NCD Cs Ni Co Cs Ni Co MH-5 VCFD 2

2 2

4 3

1 1

5 6

I-2 HR-1 U3-3 U3-2 U3-1 RW-1 OUT-1 U3-C1 U2-C1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-58 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-109 MW-108 MW-107 H U D S O N R I V E R ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 20.9 64.6 34.8 9.13 44.8 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 34 0.1 8.3 7.2 7.05 9.77

-1.3 4.68 5.16 6.14 6.02 8.44 3.69 3.76 9.02 0.81 8.94 2.69 3.81 7.88 1.22 33.9 22.7 21.9 10.6 3.13 3.29 6.97 4.06 5.76 6.41 7.45 9.05 8.82 9.02 9.92 2.34 7.06 6.46 7.19 5.55 6.04 5.64 0.49 0.68 0.47 2.52 0.47 0.16 2.04 45.79 39.64 11.53 12.16 44.48 12.81 35.07 34.43 41.21 44.13 50.75

-1.64

-0.15

-0.48 29.36 37.68 36.03 40.36 49.24 40.66 43.87 44.32 46.83 52.35 54.22 32.72 23.79 24.43 24.79 25.12 25.21 26.96 30.71 31.76 32.15 25.45 26.68 21.08 22.37 25.16 29.05 10.48 10.54 10.68 12.36 11.71 10.27

-1.19

-1.54

-0.86

-2.26

-0.98

-1.24

-0.13

-0.08

-1.79

-1.69

-1.85

-0.37

-0.85

-1.24

-0.84

-0.15

-0.12

-1.93

-0.14

-0.86

-0.82

-0.02

-1.56

-1.02

-2.59

-2.25

-0.91

-2.03 115.76 DRY ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 260.5 ND ND ND ND ND ND ND 11700 24275 14.445 ND ND ND ND ND ND ND ND 9.45 0.29 21.51 ND ND ND ND ND 223.25 Plant North N

N 50 0

50 100 150 25 Feet Figure No.:

Job No.:

Dwg. Date:

Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS 01.0017869.92 8-Q2 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.

One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 2nd QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

2nd QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

East Fuel Pool LEGEND Cesium Data1 Average Cs, pCi/L Cobalt Data1 Average Co, pCi/L Nickel Data 1 Average Ni, pCi/L Not Detected (ND)

ND - 10 10 - 50 50 - 500 500 - 1,000 1,000 - 5,000

> 5,000 No Depth-Specific Samples ND 4.2 37 294 836 4460 6000 Not Detected (ND)

ND - 25 25 - 100 100 - 200 200 - 300 300 - 500

> 500 No Depth-Specific Samples ND 4

83 194 250 350 508 Not Detected (ND)

ND - 12 12 - 25 25 - 50 50 - 100 100 - 250 250 - 500

> 500 No Depth-Specific Samples ND 4

20 49 54 207 300 526 Groundwater Elevation Contours Depth-Specific Data Probable Legacy Release SSCs MW-30 Boring / Monitoring Installation Designation Longterm Radionuclide Monitoring Installation

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Standby Radionuclide Monitoring Installation

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Unit 1 West Fuel Pool (All U1-SFPs drained and inactive as of October 2008)

Unit 2 Fuel Pool (All identified leaks repaired as of December 2007)

Containment Spray Sump Trench Terminated Connection To Storm Drain Drain Exfiltration Inter-Structure Joint / Mud Mat Contours Other Than 10' Interval 20 5

11.3 11.9 12.6 12.8 Screened in Soil Screened in Bedrock Multiple Screened Intervals w/ Depth 6000 836 294 Average activity of Cs 137 (pCi/L) for each screened interval.

37 508 250 194 4

526 207 49 20 Average activity of Co 60 (pCi/L) for each screened interval.

Average activity of Ni 63 (pCi/L) for each screened interval.

3 Transient Distillate Tank Valve Leak in Unit 1 Fuel Storage Building - 3/07/2009 G

4 Footing Drain Active Storm Drain Catch Basin Abandoned Storm Drain Ambient "Watertable" Contours for Q4 2008 (11/11/2008) 1 1

Groundwater elevation for each screened interval at time of low river tide for Q4 2008 (11/11/2008).

1 1

^

Transient Spill from Temporary R.O. Skid Piping -

Entered MW-32 Vault and MH 11/21/2009 5

Notes:

1. Groundwater contours drawn from Q4 2008 groundwater data to show groundwater conditions used for recalibration of the Precipitation Mass Balance Model (see Q2 2009 LTM Report). These contours developed from limited data recorded on 11/11/2008. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

Data Notes:

1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the current and preceeding three quarters' data.

Only values greater than the MDC are used in this average, thus adding a degree of conservatism to the subsequent dose computations.

2. Storm or foundation drain sampling locations, for which investigation levels are not applicable.

3. Historically elevated Tritium levels in MW-42-49 obsrved during Q1 2009 were consistent with leakage visually identified on 03/07/2009 (and terminated immediately thereafter) from the waste distillate tank valves located within the Unit 1 fuel storage building. Elevated tritium levels not seen in MW-53; therefore, this transient leakage was likely to have been generally confined to, and contained by, the Unit 1 North Curtain Drain.

4. Historically elevated Tritium levels in MW-45-42 observed during Q2 2009 were consistent with an increased activity observed in Unit 3 Manhole A2. This release was initially detected in a storm drain sample collected 03/25/2009 under the 80-10 Effluents Program. This Tritium peak dissipated prior to samples taken during the subsequent quarter. Additionally, transient Tritium peaks have been recently detected in MH-A2 from Q3 2010 to Q2 2011. These increases are consistent with elevated Tritium levels in MW-41-40, MW-46 and B-1. Based on investigations initiated in, and ongoing since, 2009 and the more recent sampling of the Unit 3 Fuel Storage Building (FSB) roof drains, it has been concluded that these increases in storm drain and monitoring well Tritium activity are due to condensation of SFP evaporation on the FSB roof (Washout) when the exhaust fan is not operating, which then enters the roof drains and discharges directly into MH-A2 during rainfall events.

5. Elevated levels of Tritium detected in MH-9 and MH-10a during routine 80-10 Effluents Program sampling on 1/15/2010 appears to have originated from a November 21, 2009 transient leak in temporary RWST / R.O. skid connection hoses, which flowed into MH-9. It also appears that this release entered the well vault for MW-32, and may have penetrated the well casings and entered the subsurface around the monitoring installation.

6. Elevated levels of Tritium initially detected in U1-CSS, MW-39, MW-46, MW-54, MW-56 and MW-57 during the Q2-2011 sampling event appear to have originated from a Q2 2011 sample sink overflow and subsequent floor flooding in a Unit 1 Chemical Systems Building sample room on the 53 elevation.

General Notes:

1. Base map was developed from an untitled electronic file provided by Badey and Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".

© 2012 - GZA GeoEnvironmental, Inc. \\\\gzanor\\Jobs\\17,000-18,999\\17869\\17869-91.MG\\Figures\\GIS\\MXD Documents\\2011-comb\\12-08-30 F08 Q2 2011 Rolling Average Cesium, Cobalt, and Nickel Activity Map 17869-92_final.mxd, 9/14/2012, 8:35:54 AM, jennifer.pisani 09-14-2012 Sample Sink Overflow - Unit 1 Chemical Systems Building Q2 2011 6

Unit 3 SFP Evap. Washout to MH-A2 - 3/25/09 XX X X

Localized Transient Releases (Surface Spills and Washout)

(initial)

Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3

Quarter 4 Post Quarter 4

Quarter 1 Post Quarter 1

Quarter 2 Post Quarter 2 2010 2010 2010 2010 2011 2011 2011 2011 2010 2010 2010 2010 2011 2011 2011 2011 MW-30-69 ND ND/ND ND NA ND ND ND ND positive ND MW-54-37 ND NA ND NA ND NA ND ND positive ND MW-30-84 ND ND/ND ND NA ND ND ND ND positive ND MW-54-58 ND NA ND NA ND NA ND ND positive ND MW-31-49 ND ND/ND ND NA ND ND ND NA positive ND MW-54-123 ND NA ND NA ND NA ND ND positive ND MW-31-63 ND ND/ND ND NA ND ND ND NA positive ND MW-54-144 ND NA ND NA ND NA ND ND positive ND MW-31-85 ND ND/ND ND NA ND ND ND NA positive ND MW-54-173 ND NA ND NA ND NA ND ND positive ND MW-32-48 ND ND NA NA NA NA NA NA positive ND MW-54-190 NA NA ND NA ND NA ND ND positive ND MW-32-59 ND ND/ND ND NA ND ND ND NA positive ND MW-55-24 ND NA ND NA ND NA NA NA positive ND MW-32-85 ND ND/ND ND NA ND ND ND NA positive ND MW-55-35 ND NA ND NA ND NA NA NA positive ND MW-32-149 ND ND/ND ND NA ND ND ND NA positive ND MW-55-54 ND NA ND NA ND NA NA NA positive ND MW-32-173 ND ND/ND ND NA ND ND ND NA positive ND MW-56-53 ND NA ND NA NA NA ND ND positive ND MW-32-190 ND ND/ND ND NA ND ND ND NA positive ND MW-56-83 NA NA ND NA NA NA ND ND positive ND MW-33 ND ND NA NA NA NA NA NA positive ND MW-57-11 ND NA NA NA NA NA ND ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 ND NA NA NA NA NA ND ND positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 ND NA NA NA NA NA ND ND positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND NA NA NA ND ND positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND NA NA NA ND ND positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA NA NA NA NA ND ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA NA NA NA NA ND ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA NA NA NA NA ND ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 ND NA ND NA NA NA ND ND positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 ND NA ND NA NA NA ND ND positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 ND NA ND NA NA NA 4.48E+01 ND positive 4.48E+01 MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 ND NA ND NA NA NA 9.13E+00 ND positive 9.13E+00 MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 ND NA ND NA NA NA ND ND positive ND MW-60-176 ND NA ND NA ND NA ND NA positive ND MW-39-195 ND NA ND NA NA NA ND ND positive ND MW-62-18 ND NA ND NA ND NA ND ND positive ND MW-40-27 ND NA ND NA ND NA ND NA positive ND MW-62-37 ND NA ND NA ND NA ND ND positive ND MW-40-46 ND NA ND NA ND NA ND NA positive ND MW-62-53 ND NA ND NA ND NA ND ND positive ND MW-40-81 ND NA ND NA ND NA ND NA positive ND MW-62-71 ND NA ND NA ND NA ND ND positive ND MW-40-100 ND NA ND NA 2.46E+01***

NA ND NA positive ND MW-62-92 ND NA ND NA ND NA ND ND positive ND MW-40-127 ND NA ND NA 5.07E+01***

NA ND NA positive ND MW-62-138 ND NA ND NA ND NA ND ND positive ND MW-40-162 ND NA ND NA ND NA ND NA positive ND MW-62-182 ND NA ND NA ND NA ND ND positive ND MW-41-40 ND NA ND NA ND NA ND ND positive ND MW-63-18 ND NA ND NA ND NA ND ND positive ND MW-41-63 ND NA ND NA ND NA ND ND positive ND MW-63-34 ND NA ND NA ND NA ND ND positive ND MW-42-49 1.87E+04 NA 2.39E+04 NA 3.30E+04 NA 2.15E+04 NA 6.58E+04 2.43E+04 MW-63-50 ND NA ND NA ND NA ND ND positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND NA ND NA ND ND positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND NA ND ND positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND NA ND ND positive ND MW-44-66 NA NA ND NA ND NA ND ND positive ND MW-63-163 ND NA ND NA ND NA ND ND positive ND MW-44-102 ND NA ND NA ND NA ND ND positive ND MW-63-174 ND NA ND NA ND NA ND ND positive ND MW-45-42 ND NA ND NA ND NA ND ND positive ND MW-65-48 NA NA NA NA NA NA NA ND ND MW-45-61 ND NA ND NA ND NA ND ND positive ND MW-65-80 NA NA NA NA NA NA NA ND ND MW-46 ND NA ND NA ND NA ND ND positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA NA NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA NA NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND ND positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND ND positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 ND NA NA NA NA NA ND NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA NA NA NA NA ND ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA NA NA NA NA ND ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 ND ND ND NA NA NA NA NA 1.36E+01 ND MW-51-189 ND NA ND NA 3.77E+01***

NA ND NA positive ND U3-3 NA NA NA NA NA NA NA ND ND MW-52-11 ND NA NA NA NA NA ND ND positive ND U3-4D ND NA ND NA ND NA ND ND positive ND MW-52-18 ND NA NA NA NA NA ND ND positive ND U3-4S ND NA ND NA NA NA ND ND positive ND MW-52-48 ND NA NA NA NA NA ND ND positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 ND NA NA NA NA NA ND ND positive ND U3-T2 ND NA ND NA ND NA ND ND positive ND MW-52-122 NA NA NA NA NA NA 3.48E+01 ND positive 3.48E+01 U1-CSS ND NA ND NA NA NA ND ND positive ND MW-52-162 ND NA NA NA NA NA ND ND positive ND U1-NCD 1.14E+04 NA 1.20E+04 NA NA NA NA NA 1.17E+04 MW-52-181 ND NA NA NA NA NA 6.46E+01 ND positive 6.46E+01 U1-SFDS 2.09E+01 NA 7.99E+00 NA NA NA NA NA 1.44E+01 MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 ND NA ND NA NA NA NA NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 NA NA ND NA NA NA ND NA positive ND B-1 2.27E+01 NA 1.89E+01 NA 2.15E+01 NA 2.05E+01 NA 2.09E+01 B-6 NA ND ND NA ND NA ND ND ND MH-5 VCFD ND ND/ND ND NA ND NA ND ND****

ND

6) **** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Cs-137.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Cesium Results (pCi/L)

Rolling Annual Average Well ID

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Investigation Level

5) *** The Q1 2011 MW-40-100, MW-40-127 and MW-51-189 Cs-137 results were verified by re-analysis. However, based on the available chemistry and Site hydrogeologic data, these values do not appear to be representative of the groundwater conditions at these sampling intervals.

Well ID Cesium Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 2010 2010 2010 2010 2011 2011 2011 2011 2010 2010 2010 2010 2011 2011 2011 2011 MW-30-69 ND ND/ND ND NA ND ND ND ND positive ND MW-54-37 ND NA ND NA ND NA ND ND positive ND MW-30-84 ND ND/ND ND NA ND ND ND ND positive ND MW-54-58 ND NA ND NA ND NA ND ND positive ND MW-31-49 ND ND/ND ND NA ND ND ND NA positive ND MW-54-123 ND NA ND NA ND NA ND ND positive ND MW-31-63 ND ND/ND ND NA ND ND ND NA positive ND MW-54-144 ND NA ND NA ND NA ND ND positive ND MW-31-85 ND ND/ND ND NA ND ND ND NA positive ND MW-54-173 ND NA ND NA ND NA ND ND positive ND MW-32-48 ND ND NA NA NA NA NA NA positive ND MW-54-190 ND NA ND NA ND NA ND ND positive ND MW-32-59 ND ND/ND ND NA ND ND ND NA positive ND MW-55-24 ND NA ND NA ND NA NA NA positive ND MW-32-85 ND ND/ND ND NA ND ND ND NA positive ND MW-55-35 ND NA ND NA ND NA NA NA positive ND MW-32-149 ND ND/ND ND NA ND ND ND NA positive ND MW-55-54 ND NA ND NA ND NA NA NA positive ND MW-32-173 ND ND/ND ND NA ND ND ND NA positive ND MW-56-53 ND NA ND NA ND NA ND ND positive ND MW-32-190 ND ND/ND ND NA ND ND ND NA positive ND MW-56-83 ND NA ND NA ND NA ND ND positive ND MW-33 ND ND NA NA NA NA NA NA positive ND MW-57-11 ND NA NA NA ND NA ND ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 ND NA NA NA ND NA ND ND positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 ND NA NA NA ND NA ND ND positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND NA ND NA ND ND positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND NA ND NA ND ND positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA NA NA NA NA ND ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA NA NA NA NA ND ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA NA NA NA NA ND ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 ND NA ND NA ND NA ND ND positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 ND NA ND NA ND NA ND ND positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 ND NA ND NA ND NA ND ND positive ND MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 ND NA ND NA ND NA ND ND positive ND MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 ND NA ND NA ND NA ND ND positive ND MW-60-176 ND NA ND NA ND NA ND ND positive ND MW-39-195 ND NA ND NA ND NA ND ND positive ND MW-62-18 ND NA ND NA ND NA ND ND positive ND MW-40-27 ND NA ND NA ND NA ND NA positive ND MW-62-37 ND NA ND NA ND NA ND ND positive ND MW-40-46 ND NA ND NA ND NA ND NA positive ND MW-62-53 ND NA ND NA ND NA ND ND positive ND MW-40-81 ND NA ND NA ND NA ND NA positive ND MW-62-71 ND NA ND NA ND NA ND ND positive ND MW-40-100 ND NA ND NA ND NA ND NA positive ND MW-62-92 ND NA ND NA ND NA ND ND positive ND MW-40-127 ND NA ND NA ND NA ND NA positive ND MW-62-138 ND NA ND NA ND NA ND ND positive ND MW-40-162 ND NA ND NA ND NA ND NA positive ND MW-62-182 ND NA ND NA ND NA ND ND positive ND MW-41-40 ND NA ND NA ND NA ND ND positive ND MW-63-18 ND NA ND NA ND NA ND ND positive ND MW-41-63 ND NA ND NA ND NA ND ND positive ND MW-63-34 ND NA ND NA ND NA ND ND positive ND MW-42-49 ND NA ND NA ND NA ND NA positive ND MW-63-50 ND NA ND NA ND NA ND ND positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND NA ND NA ND ND positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND NA ND ND positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND NA ND ND positive ND MW-44-66 ND NA ND NA ND NA ND ND positive ND MW-63-163 ND NA ND NA ND NA ND ND positive ND MW-44-102 ND NA ND NA ND NA ND ND positive ND MW-63-174 ND NA ND NA ND NA ND ND positive ND MW-45-42 ND NA ND NA ND NA ND ND positive ND MW-65-48 NA NA NA NA NA NA NA ND ND MW-45-61 ND NA ND NA ND NA ND ND positive ND MW-65-80 NA NA NA NA NA NA NA ND ND MW-46 ND NA ND NA ND NA ND ND positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA NA NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA NA NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND ND positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND ND positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 ND NA NA NA ND NA ND NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA NA NA NA NA ND ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA NA NA NA NA ND ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 ND ND ND NA ND NA NA ND positive ND MW-51-189 ND NA ND NA ND NA ND NA positive ND U3-3 NA NA NA NA NA NA NA ND ND MW-52-11 ND NA NA NA ND NA ND ND positive ND U3-4D ND NA ND NA ND NA ND ND positive ND MW-52-18 ND NA NA NA ND NA ND ND positive ND U3-4S ND NA ND NA ND NA ND ND positive ND MW-52-48 ND NA NA NA ND NA ND ND positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 ND NA NA NA ND NA ND ND positive ND U3-T2 ND NA ND NA ND NA ND ND positive ND MW-52-122 NA NA NA NA ND NA ND ND positive ND U1-CSS ND NA ND NA ND NA ND ND positive ND MW-52-162 ND NA NA NA ND NA ND ND positive ND U1-NCD NA NA ND NA ND NA NA NA ND MW-52-181 ND NA NA NA ND NA ND ND positive ND U1-SFDS NA NA ND NA ND NA NA NA ND MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 ND NA ND NA ND NA NA NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 NA NA ND NA ND NA ND NA positive ND B-1 ND NA ND NA ND NA ND NA ND B-6 ND NA ND NA ND NA ND ND ND MH-5 VCFD ND ND/ND ND NA ND NA ND ND***

ND

6) *** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Co-60.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID Investigation Level Cobalt Results (pCi/L)

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID Cobalt Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value Well ID Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 2010 2010 2010 2010 2011 2011 2011 2011 2010 2010 2010 2010 2011 2011 2011 2011 MW-30-69 NA NA NA NA NA NA NA NA positive NA MW-54-37 ND NA ND NA ND NA ND ND positive ND MW-30-84 NA NA NA NA NA NA NA NA positive NA MW-54-58 ND NA ND NA ND NA ND ND positive ND MW-31-49 NA NA NA NA NA NA NA NA positive NA MW-54-123 ND NA ND NA ND NA ND ND positive ND MW-31-63 NA NA NA NA NA NA NA NA positive NA MW-54-144 ND NA ND NA ND NA ND ND positive ND MW-31-85 NA NA NA NA NA NA NA NA positive NA MW-54-173 ND NA ND NA ND NA ND ND positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND NA ND ND positive ND MW-32-59 NA NA NA NA NA NA NA NA positive NA MW-55-24 ND NA ND NA ND NA NA NA positive ND MW-32-85 NA NA NA NA NA NA NA NA positive NA MW-55-35 ND NA ND NA ND NA NA NA positive ND MW-32-149 NA NA NA NA NA NA NA NA positive NA MW-55-54 ND NA ND NA ND NA NA NA positive ND MW-32-173 NA NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA NA NA NA NA ND positive ND MW-32-190 NA NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA NA NA NA NA ND positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA NA NA NA NA ND ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA NA NA NA NA ND ND positive ND MW-36-24 NA NA NA NA NA NA NA NA positive NA MW-57-45 NA NA NA NA NA NA ND ND positive ND MW-36-41 NA NA NA NA NA NA NA NA positive NA MW-58-26 NA NA NA NA NA NA NA ND positive ND MW-36-52 NA NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA NA NA NA NA ND positive ND MW-37-22 NA NA NA NA NA NA NA NA positive NA MW-59-32 NA NA NA NA NA NA NA ND ND MW-37-32 NA NA NA NA NA NA NA NA positive NA MW-59-45 NA NA NA NA NA NA NA ND ND MW-37-40 NA NA NA NA NA NA NA NA positive NA MW-59-68 NA NA NA NA NA NA NA ND ND MW-37-57 NA NA NA NA NA NA NA NA positive NA MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 NA NA NA NA NA NA NA NA positive NA MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 NA NA NA NA NA NA NA NA positive NA MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 NA NA NA NA NA NA NA NA positive NA MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 NA NA NA NA NA NA NA NA positive NA MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 NA NA NA NA NA NA NA NA positive NA MW-60-176 ND NA ND NA ND NA ND NA positive ND MW-39-195 NA NA NA NA NA NA NA NA positive NA MW-62-18 NA NA NA NA NA NA NA ND positive ND MW-40-27 NA NA NA NA NA NA NA NA positive NA MW-62-37 NA NA NA NA NA NA NA ND positive ND MW-40-46 NA NA NA NA NA NA NA NA positive NA MW-62-53 NA NA NA NA NA NA NA ND positive ND MW-40-81 NA NA NA NA NA NA NA NA positive NA MW-62-71 NA NA NA NA NA NA NA ND positive ND MW-40-100 NA NA NA NA NA NA NA NA positive NA MW-62-92 NA NA NA NA NA NA NA ND positive ND MW-40-127 NA NA NA NA NA NA NA NA positive NA MW-62-138 NA NA NA NA NA NA NA ND positive ND MW-40-162 NA NA NA NA NA NA NA NA positive NA MW-62-182 NA NA NA NA NA NA NA ND positive ND MW-41-40 NA NA NA NA NA NA NA NA positive NA MW-63-18 NA NA NA NA NA NA NA ND positive ND MW-41-63 NA NA NA NA NA NA NA NA positive NA MW-63-34 NA NA NA NA NA NA NA ND positive ND MW-42-49 1.77E+02 NA 2.24E+02 NA 3.02E+02 NA 1.90E+02 NA 6.74E+02 2.23E+02 MW-63-50 NA NA NA NA NA NA NA ND positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 NA NA NA NA NA NA NA ND positive ND MW-43-28 NA NA NA NA NA NA NA NA positive NA MW-63-112 NA NA NA NA NA NA NA ND positive ND MW-43-62 NA NA NA NA NA NA NA NA positive NA MW-63-121 NA NA NA NA NA NA NA ND positive ND MW-44-66 NA NA NA NA NA NA NA NA positive NA MW-63-163 NA NA NA NA NA NA NA ND positive ND MW-44-102 NA NA NA NA NA NA NA NA positive NA MW-63-174 NA NA NA NA NA NA NA ND positive ND MW-45-42 NA NA NA NA NA NA NA NA positive NA MW-65-48 NA NA NA NA NA NA NA ND ND MW-45-61 NA NA NA NA NA NA NA NA positive NA MW-65-80 NA NA NA NA NA NA NA ND ND MW-46 NA NA NA NA NA NA NA NA positive NA MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA NA NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA NA NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND NA ND ND positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND NA ND ND positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 NA NA NA NA NA NA NA NA positive NA MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 NA NA NA NA NA NA NA NA positive NA MW-107 NA NA NA NA NA NA NA NA positive NA MW-51-104 NA NA NA NA NA NA NA NA positive NA MW-108 NA NA NA NA NA NA NA ND ND MW-51-135 NA NA NA NA NA NA NA NA positive NA MW-109 NA NA NA NA NA NA NA ND ND MW-51-163 NA NA NA NA NA NA NA NA positive NA MW-111 NA NA NA NA NA NA NA NA positive NA MW-51-189 NA NA NA NA NA NA NA NA positive NA U3-3 NA NA NA NA NA NA NA NA NA MW-52-11 NA NA NA NA NA NA NA NA positive NA U3-4D NA NA NA NA NA NA NA NA positive NA MW-52-18 NA NA NA NA NA NA NA NA positive NA U3-4S NA NA NA NA NA NA NA NA positive NA MW-52-48 NA NA NA NA NA NA NA NA positive NA U3-T1 NA NA NA NA NA NA NA NA positive NA MW-52-64 NA NA NA NA NA NA NA NA positive NA U3-T2 NA NA NA NA NA NA NA NA positive NA MW-52-122 NA NA NA NA NA NA NA NA positive NA U1-CSS NA NA ND NA NA NA ND ND positive ND MW-52-162 NA NA NA NA NA NA NA NA positive NA U1-NCD 2.90E+02 NA 2.31E+02 NA NA NA NA NA 2.61E+02 MW-52-181 NA NA NA NA NA NA NA NA positive NA U1-SFDS ND NA ND NA NA NA NA NA ND MW-53-82 ND NA NA NA ND NA ND NA positive ND I-2 NA NA NA NA NA NA NA NA positive NA MW-53-120 ND NA NA NA ND NA ND NA positive ND LAF-002 NA NA ND NA NA NA ND NA positive ND B-1 NA NA NA NA NA NA NA NA NA B-6 NA NA NA NA NA NA NA NA NA MH-5 VCFD NA NA NA NA NA NA NA NA NA Investigation Level Nickel Results (pCi/L)

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID Nickel Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value

G

^

XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XY XY XYXY XY XY XYXY XY XY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XY XY XYXY XYXY XY XY XYXY XYXY XYXY XY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY X

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storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb Grass A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.

Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open gr ate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Conc rete Retaining Wa ll Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking crete curb Asphalt parking Concrete curb curb pad Asphalt curb alt parking Asphalt curb Asphalt curb Grass alt curb Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.

Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.

stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)

DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRAN SFE R PO O L STO RA GE PO O L STO RA GE PO O L FA IL ED FU EL AUX. PO O L DIS ASS EM B LY PO O L CAS K L O AD PO O L CAS K W AS H &

DIS ASS EM B LY ISO L ATIO N PI T PU MP SU CTI ON WELL WATER STO RA GE PO O L ROOF DRAIN ELEVATION 65' 43.8' 43.8' 43.8' 21.75' 22.75' (EL.=0.0) 33' 13' 43.8' 33' 33' 33' 33' 33' 42.5' 42.5' MH-4 MH-4A MH-5 MH-6 MH-2 B6 B6A B5 B4 B4A B3 B3A B2A B2 B1 A2 A1 U3-MH-14 F5 A2A CB-B CB-E CB-F C-1 C-3 D2 B7 B8 CB-33 CB-34 CB-15 CB-14 CB-13 CB-32 CB-31 CB-30 A7 U1-CB-22 U3-CB (U1-CB-10)

CB-29 U3-CB (U1-CB-9)

U1-CB-21 U1-CB-20 CB-28 CB-24 CB-27 E16 E16 E16A CB-6 CB-5A (CB-6)

CB-5B CB-7 CB-5 MH16 CB-3B CB3A CB4 CB-2C CB3 CB-2B CB-2A CB-2 CB-1 MH18 MH8 MH17 MH7 MH23A CB-16 MH9 MH10 MH11 MH22 MH21 MH13 MH3 MH12 MH1 CB-18 MH15 CB-19 CB-23 MH14 C2 E7 E6 E8 E9 E10 E11 E5 E5A E4 E4 E4A E3B E3 E3A F3 F4 CB E2 E2A F6 F7 E2B E2C E1 A6 A5 A3A A3 A4 E14 E15 E15A (U1-CB-8)

AB E13 E12 D1 CB-17 F2 F1 CB-12 MH-23 MH-19 MH-20 ROOF DRAIN Turbine Generator Building 2 Turbine Generator Building 1 Turbine Generator Building 3 Transformer Yard PAB Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co UTILITY TUNNEL UTILITY TUNNEL CSS CSS TRENCH Cs Ni Co Cs Ni Co Cs Ni Co 50 40 30 20 10 5

50 40 30 20 5

20 13 10 Cs Ni Co B-1 Cs Ni Co B-6 ALL EYW AY U1-SFDS Cs Ni Co U1-NCD Cs Ni Co Cs Ni Co MH-5 VCFD 2

2 2

4 3

1 1

5 6

I-2 HR-1 U3-3 U3-2 U3-1 RW-1 OUT-1 U3-C1 U2-C1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-58 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-109 MW-108 MW-107 H U D S O N R I V E R ND ND 19 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 8385 8.61 64.6 34.8 9.13 44.8 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 34 0.1 8.3 7.2 7.05 9.77

-1.3 4.68 5.16 6.14 6.02 8.44 3.69 3.76 9.02 0.81 8.94 2.69 3.81 7.88 1.22 33.9 22.7 21.9 10.6 3.13 3.29 6.97 4.06 5.76 6.41 7.45 9.05 8.82 9.02 9.92 2.34 7.06 6.46 7.19 5.55 6.04 5.64 0.49 0.68 0.47 2.52 0.47 0.16 2.04 45.79 39.64 11.53 12.16 44.48 12.81 35.07 34.43 41.21 44.13 50.75

-1.64

-0.15

-0.48 29.36 37.68 36.03 40.36 49.24 40.66 43.87 44.32 46.83 52.35 54.22 32.72 23.79 24.43 24.79 25.12 25.21 26.96 30.71 31.76 32.15 25.45 26.68 21.08 22.37 25.16 29.05 10.48 10.54 10.68 12.36 11.71 10.27

-1.19

-1.54

-0.86

-2.26

-0.98

-1.24

-0.13

-0.08

-1.79

-1.69

-1.85

-0.37

-0.85

-1.24

-0.84

-0.15

-0.12

-1.93

-0.14

-0.86

-0.82

-0.02

-1.56

-1.02

-2.59

-2.25

-0.91

-2.03 115.76 DRY ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 249 172.5 ND ND ND ND ND ND ND 23525 ND ND ND ND ND ND ND ND 9.45 0.29 21.51 ND ND ND ND ND 14.5 Plant North N

N 50 0

50 100 150 25 Feet Figure No.:

Job No.:

Dwg. Date:

Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS 01.0017869.92 8-Q3 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.

One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 3rd QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

3rd QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

East Fuel Pool LEGEND Cesium Data1 Average Cs, pCi/L Cobalt Data1 Average Co, pCi/L Nickel Data 1 Average Ni, pCi/L Not Detected (ND)

ND - 10 10 - 50 50 - 500 500 - 1,000 1,000 - 5,000

> 5,000 No Depth-Specific Samples ND 4.2 37 294 836 4460 6000 Not Detected (ND)

ND - 25 25 - 100 100 - 200 200 - 300 300 - 500

> 500 No Depth-Specific Samples ND 4

83 194 250 350 508 Not Detected (ND)

ND - 12 12 - 25 25 - 50 50 - 100 100 - 250 250 - 500

> 500 No Depth-Specific Samples ND 4

20 49 54 207 300 526 Groundwater Elevation Contours Depth-Specific Data Probable Legacy Release SSCs MW-30 Boring / Monitoring Installation Designation Longterm Radionuclide Monitoring Installation

?

Standby Radionuclide Monitoring Installation

?

Unit 1 West Fuel Pool (All U1-SFPs drained and inactive as of October 2008)

Unit 2 Fuel Pool (All identified leaks repaired as of December 2007)

Containment Spray Sump Trench Terminated Connection To Storm Drain Drain Exfiltration Inter-Structure Joint / Mud Mat Contours Other Than 10' Interval 20 5

11.3 11.9 12.6 12.8 Screened in Soil Screened in Bedrock Multiple Screened Intervals w/ Depth 6000 836 294 Average activity of Cs 137 (pCi/L) for each screened interval.

37 508 250 194 4

526 207 49 20 Average activity of Co 60 (pCi/L) for each screened interval.

Average activity of Ni 63 (pCi/L) for each screened interval.

3 Transient Distillate Tank Valve Leak in Unit 1 Fuel Storage Building - 3/07/2009 G

4 Footing Drain Active Storm Drain Catch Basin Abandoned Storm Drain Ambient "Watertable" Contours for Q4 2008 (11/11/2008) 1 1

Groundwater elevation for each screened interval at time of low river tide for Q4 2008 (11/11/2008).

1 1

^

Transient Spill from Temporary R.O. Skid Piping -

Entered MW-32 Vault and MH 11/21/2009 5

Notes:

1. Groundwater contours drawn from Q4 2008 groundwater data to show groundwater conditions used for recalibration of the Precipitation Mass Balance Model (see Q2 2009 LTM Report). These contours developed from limited data recorded on 11/11/2008. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

Data Notes:

1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the current and preceeding three quarters' data.

Only values greater than the MDC are used in this average, thus adding a degree of conservatism to the subsequent dose computations.

2. Storm or foundation drain sampling locations, for which investigation levels are not applicable.

3. Historically elevated Tritium levels in MW-42-49 obsrved during Q1 2009 were consistent with leakage visually identified on 03/07/2009 (and terminated immediately thereafter) from the waste distillate tank valves located within the Unit 1 fuel storage building. Elevated tritium levels not seen in MW-53; therefore, this transient leakage was likely to have been generally confined to, and contained by, the Unit 1 North Curtain Drain.

4. Historically elevated Tritium levels in MW-45-42 observed during Q2 2009 were consistent with an increased activity observed in Unit 3 Manhole A2. This release was initially detected in a storm drain sample collected 03/25/2009 under the 80-10 Effluents Program. This Tritium peak dissipated prior to samples taken during the subsequent quarter. Additionally, transient Tritium peaks have been recently detected in MH-A2 from Q3 2010 to Q3 2011. These increases are consistent with elevated Tritium levels in MW-41-40, MW-46 and B-1. Based on investigations initiated in, and ongoing since, 2009 and the more recent sampling of the Unit 3 Fuel Storage Building (FSB) roof drains, it has been concluded that these increases in storm drain and monitoring well Tritium activity are due to condensation of SFP evaporation on the FSB roof (Washout) when the exhaust fan is not operating, which then enters the roof drains and discharges directly into MH-A2 during rainfall events. As such, Entergy placed the FSB vent fan back in service on 7-21-2011 and the Tritium activity returned to baseline conditions within 2 weeks.

5. Elevated levels of Tritium detected in MH-9 and MH-10a during routine 80-10 Effluents Program sampling on 1/15/2010 appears to have originated from a November 21, 2009 transient leak in temporary RWST / R.O. skid connection hoses, which flowed into MH-9. It also appears that this release entered the well vault for MW-32, and may have penetrated the well casings and entered the subsurface around the monitoring installation.

6. Elevated levels of Tritium initially detected in U1-CSS, MW-39, MW-46, MW-54, MW-56 and MW-57 during the Q2-2011 sampling event appear to have originated from a Q2 2011 sample sink overflow and subsequent floor flooding in a Unit 1 Chemical Systems Building sample room on the 53 elevation.

General Notes:

1. Base map was developed from an untitled electronic file provided by Badey and Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".

© 2012 - GZA GeoEnvironmental, Inc. \\\\gzanor\\Jobs\\17,000-18,999\\17869\\17869-91.MG\\Figures\\GIS\\MXD Documents\\2011-comb\\12-09-14 F08 Q3 2011 Rolling Average Cesium, Cobalt, and Nickel Activity Map 17869-92_final.mxd, 9/14/2012, 4:58:13 PM, jennifer.pisani 09-14-2012 Sample Sink Overflow - Unit 1 Chemical Systems Building Q2 2011 6

Unit 3 SFP Evap. Washout to MH-A2 - 3/25/09 XX X X

Localized Transient Releases (Surface Spills and Washout)

(initial)

Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4

Quarter 1 Post Quarter 1

Quarter 2 Post Quarter 2

Quarter 3 Post Quarter 3 2010 2010 2011 2011 2011 2011 2011 2011 2010 2010 2011 2011 2011 2011 2011 2011 MW-30-69 ND NA ND ND ND ND ND NA positive ND MW-54-37 ND NA ND NA ND ND ND NA positive ND MW-30-84 ND NA ND ND ND ND ND NA positive ND MW-54-58 ND NA ND NA ND ND ND NA positive ND MW-31-49 ND NA ND ND ND NA ND NA positive ND MW-54-123 ND NA ND NA ND ND ND NA positive ND MW-31-63 ND NA ND ND ND NA ND NA positive ND MW-54-144 ND NA ND NA ND ND ND NA positive ND MW-31-85 ND NA ND ND ND NA ND NA positive ND MW-54-173 ND NA ND NA ND ND ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND ND ND NA positive ND MW-32-59 ND NA ND ND ND NA ND NA positive ND MW-55-24 ND NA ND NA NA NA ND NA positive ND MW-32-85 ND NA ND ND ND NA ND NA positive ND MW-55-35 ND NA ND NA NA NA ND NA positive ND MW-32-149 ND NA ND ND ND NA ND NA positive ND MW-55-54 ND NA ND NA NA NA ND NA positive ND MW-32-173 ND NA ND ND ND NA ND NA positive ND MW-56-53 ND NA NA NA ND ND NA ND positive ND MW-32-190 ND NA ND ND ND NA ND NA positive ND MW-56-83 ND NA NA NA ND ND NA ND positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA NA NA ND ND NA ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA NA NA ND ND NA ND positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 NA NA NA NA ND ND NA ND positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA NA NA ND ND NA ND positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA NA NA ND ND NA ND positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA NA NA ND NA ND ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA NA NA ND NA ND ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA NA NA ND NA ND ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 ND NA NA NA ND ND NA ND positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 ND NA NA NA ND ND NA ND positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 ND NA NA NA 4.48E+01 ND NA ND positive 4.48E+01 MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 ND NA NA NA 9.13E+00 ND NA ND positive 9.13E+00 MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 ND NA NA NA ND ND NA ND positive ND MW-60-176 ND NA ND NA ND NA ND NA positive ND MW-39-195 ND NA NA NA ND ND NA ND positive ND MW-62-18 ND NA ND NA ND ND ND NA positive ND MW-40-27 ND NA ND NA ND NA NA NA positive ND MW-62-37 ND NA ND NA ND ND ND NA positive ND MW-40-46 ND NA ND NA ND NA NA NA positive ND MW-62-53 ND NA ND NA ND ND ND NA positive ND MW-40-81 ND NA ND NA ND NA NA NA positive ND MW-62-71 ND NA ND NA ND ND ND NA positive ND MW-40-100 ND NA 2.46E+01***

NA ND NA NA NA positive ND MW-62-92 ND NA ND NA ND ND ND NA positive ND MW-40-127 ND NA 5.07E+01***

NA ND NA NA NA positive ND MW-62-138 ND NA ND NA ND ND ND NA positive ND MW-40-162 ND NA ND NA ND NA NA NA positive ND MW-62-182 ND NA ND NA ND ND ND NA positive ND MW-41-40 ND NA ND NA ND ND ND NA positive ND MW-63-18 ND NA ND NA ND ND ND NA positive ND MW-41-63 ND NA ND NA ND ND ND NA positive ND MW-63-34 ND NA ND NA ND ND ND NA positive ND MW-42-49 2.39E+04 NA 3.30E+04 NA 2.15E+04 NA 1.57E+04 NA 6.58E+04 2.35E+04 MW-63-50 ND NA ND NA ND ND ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND NA ND ND ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND ND ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND ND ND NA positive ND MW-44-66 ND NA ND NA ND ND ND NA positive ND MW-63-163 ND NA ND NA ND ND ND NA positive ND MW-44-102 ND NA ND NA ND ND ND NA positive ND MW-63-174 ND NA ND NA ND ND ND NA positive ND MW-45-42 ND NA ND NA ND ND NA ND positive ND MW-65-48 NA NA NA NA NA ND NA NA ND MW-45-61 ND NA ND NA ND ND NA ND positive ND MW-65-80 NA NA NA NA NA ND NA NA ND MW-46 ND NA ND NA ND ND ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA ND NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA ND NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND ND ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND ND ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 NA NA NA NA ND NA NA NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA NA NA ND NA ND ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA NA NA ND NA ND ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 ND NA NA NA NA NA NA NA 1.36E+01 ND MW-51-189 ND NA 3.77E+01***

NA ND NA ND NA positive ND U3-3 NA NA NA NA NA ND NA ND ND MW-52-11 NA NA NA NA ND ND NA NA positive ND U3-4D ND NA ND NA ND ND ND NA positive ND MW-52-18 NA NA NA NA ND ND NA NA positive ND U3-4S ND NA NA NA ND ND ND NA positive ND MW-52-48 NA NA NA NA ND ND NA NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 NA NA NA NA ND ND NA NA positive ND U3-T2 ND NA ND NA ND ND ND NA positive ND MW-52-122 NA NA NA NA 3.48E+01 ND NA NA positive 3.48E+01 U1-CSS ND NA NA NA ND ND NA NA positive ND MW-52-162 NA NA NA NA ND ND NA NA positive ND U1-NCD 1.20E+04 NA NA NA NA NA 4.77E+03 NA 8.39E+03 MW-52-181 NA NA NA NA 6.46E+01 ND NA NA positive 6.46E+01 U1-SFDS 7.99E+00 NA NA NA NA NA 9.23E+00 NA 8.61E+00 MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 ND NA NA NA NA NA ND NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 ND NA NA NA ND NA NA NA positive ND B-1 1.89E+01 NA 2.15E+01 NA 2.05E+01 NA 1.51E+01 NA 1.90E+01 B-6 ND NA ND NA ND ND ND NA ND MH-5 VCFD ND NA ND NA ND ND****

ND_ND_ND ND_ND ND

6) **** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Cs-137.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Cesium Results (pCi/L)

Rolling Annual Average Well ID

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Investigation Level

5) *** The Q1 2011 MW-40-100, MW-40-127 and MW-51-189 Cs-137 results were verified by re-analysis. However, based on the available chemistry and Site hydrogeologic data, these values do not appear to be representative of the groundwater conditions at these sampling intervals.

Well ID Cesium Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 2010 2010 2011 2011 2011 2011 2011 2011 2010 2010 2011 2011 2011 2011 2011 2011 MW-30-69 ND NA ND ND ND ND ND NA positive ND MW-54-37 ND NA ND NA ND ND ND NA positive ND MW-30-84 ND NA ND ND ND ND ND NA positive ND MW-54-58 ND NA ND NA ND ND ND NA positive ND MW-31-49 ND NA ND ND ND NA ND NA positive ND MW-54-123 ND NA ND NA ND ND ND NA positive ND MW-31-63 ND NA ND ND ND NA ND NA positive ND MW-54-144 ND NA ND NA ND ND ND NA positive ND MW-31-85 ND NA ND ND ND NA ND NA positive ND MW-54-173 ND NA ND NA ND ND ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND ND ND NA positive ND MW-32-59 ND NA ND ND ND NA ND NA positive ND MW-55-24 ND NA ND NA NA NA ND NA positive ND MW-32-85 ND NA ND ND ND NA ND NA positive ND MW-55-35 ND NA ND NA NA NA ND NA positive ND MW-32-149 ND NA ND ND ND NA ND NA positive ND MW-55-54 ND NA ND NA NA NA ND NA positive ND MW-32-173 ND NA ND ND ND NA ND NA positive ND MW-56-53 ND NA ND NA ND ND NA ND positive ND MW-32-190 ND NA ND ND ND NA ND NA positive ND MW-56-83 ND NA ND NA ND ND NA ND positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA ND NA ND ND NA ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA ND NA ND ND NA ND positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 NA NA ND NA ND ND NA ND positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND NA ND ND NA ND positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND NA ND ND NA ND positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA NA NA ND NA ND ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA NA NA ND NA ND ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA NA NA ND NA ND ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 ND NA ND NA ND ND NA ND positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 ND NA ND NA ND ND NA ND positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 ND NA ND NA ND ND NA ND positive ND MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 ND NA ND NA ND ND NA ND positive ND MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 ND NA ND NA ND ND NA ND positive ND MW-60-176 ND NA ND NA ND ND ND NA positive ND MW-39-195 ND NA ND NA ND ND NA ND positive ND MW-62-18 ND NA ND NA ND ND ND NA positive ND MW-40-27 ND NA ND NA ND NA NA NA positive ND MW-62-37 ND NA ND NA ND ND ND NA positive ND MW-40-46 ND NA ND NA ND NA NA NA positive ND MW-62-53 ND NA ND NA ND ND ND NA positive ND MW-40-81 ND NA ND NA ND NA NA NA positive ND MW-62-71 ND NA ND NA ND ND ND NA positive ND MW-40-100 ND NA ND NA ND NA NA NA positive ND MW-62-92 ND NA ND NA ND ND ND NA positive ND MW-40-127 ND NA ND NA ND NA NA NA positive ND MW-62-138 ND NA ND NA ND ND ND NA positive ND MW-40-162 ND NA ND NA ND NA NA NA positive ND MW-62-182 ND NA ND NA ND ND ND NA positive ND MW-41-40 ND NA ND NA ND ND ND NA positive ND MW-63-18 ND NA ND NA ND ND ND NA positive ND MW-41-63 ND NA ND NA ND ND ND NA positive ND MW-63-34 ND NA ND NA ND ND ND NA positive ND MW-42-49 ND NA ND NA ND NA ND NA positive ND MW-63-50 ND NA ND NA ND ND ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND NA ND ND ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND NA ND ND ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND NA ND ND ND NA positive ND MW-44-66 ND NA ND NA ND ND ND NA positive ND MW-63-163 ND NA ND NA ND ND ND NA positive ND MW-44-102 ND NA ND NA ND ND ND NA positive ND MW-63-174 ND NA ND NA ND ND ND NA positive ND MW-45-42 ND NA ND NA ND ND NA ND positive ND MW-65-48 NA NA NA NA NA ND NA NA ND MW-45-61 ND NA ND NA ND ND NA ND positive ND MW-65-80 NA NA NA NA NA ND NA NA ND MW-46 ND NA ND NA ND ND ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA ND NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA ND NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND ND ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND ND ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 NA NA ND NA ND NA NA NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA NA NA ND NA ND ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA NA NA ND NA ND ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 ND NA ND NA NA ND NA NA positive ND MW-51-189 ND NA ND NA ND NA ND NA positive ND U3-3 NA NA NA NA NA ND NA ND ND MW-52-11 NA NA ND NA ND ND NA NA positive ND U3-4D ND NA ND NA ND ND ND NA positive ND MW-52-18 NA NA ND NA ND ND NA NA positive ND U3-4S ND NA ND NA ND ND ND NA positive ND MW-52-48 NA NA ND NA ND ND NA NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 NA NA ND NA ND ND NA NA positive ND U3-T2 ND NA ND NA ND ND ND NA positive ND MW-52-122 NA NA ND NA ND ND NA NA positive ND U1-CSS ND NA ND NA ND ND NA NA positive ND MW-52-162 NA NA ND NA ND ND NA NA positive ND U1-NCD ND NA ND NA NA NA ND NA ND MW-52-181 NA NA ND NA ND ND NA NA positive ND U1-SFDS ND NA ND NA NA NA ND NA ND MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 ND NA ND NA NA NA ND NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 ND NA ND NA ND NA NA NA positive ND B-1 ND NA ND NA ND NA ND NA ND B-6 ND NA ND NA ND ND ND NA ND MH-5 VCFD ND NA ND NA ND ND***

ND_ND_ND ND_ND ND

6) *** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Co-60.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID Investigation Level Cobalt Results (pCi/L)

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID Cobalt Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value Well ID Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 2010 2010 2011 2011 2011 2011 2011 2011 2010 2010 2011 2011 2011 2011 2011 2011 MW-30-69 NA NA NA NA NA NA NA NA positive NA MW-54-37 ND NA ND NA ND ND ND NA positive ND MW-30-84 NA NA NA NA NA NA NA NA positive NA MW-54-58 ND NA ND NA ND ND ND NA positive ND MW-31-49 NA NA NA NA NA NA NA NA positive NA MW-54-123 ND NA ND NA ND ND ND NA positive ND MW-31-63 NA NA NA NA NA NA NA NA positive NA MW-54-144 ND NA ND NA ND ND ND NA positive ND MW-31-85 NA NA NA NA NA NA NA NA positive NA MW-54-173 ND NA ND NA ND ND ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND ND ND NA positive ND MW-32-59 NA NA NA NA NA NA NA NA positive NA MW-55-24 ND NA ND NA NA NA ND NA positive ND MW-32-85 NA NA NA NA NA NA NA NA positive NA MW-55-35 ND NA ND NA NA NA ND NA positive ND MW-32-149 NA NA NA NA NA NA NA NA positive NA MW-55-54 ND NA ND NA NA NA ND NA positive ND MW-32-173 NA NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA NA NA ND NA NA positive ND MW-32-190 NA NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA NA NA ND NA NA positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA NA NA ND ND NA ND positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA NA NA ND ND NA ND positive ND MW-36-24 NA NA NA NA NA NA NA NA positive NA MW-57-45 NA NA NA NA ND ND NA ND positive ND MW-36-41 NA NA NA NA NA NA NA NA positive NA MW-58-26 NA NA NA NA NA ND NA NA positive ND MW-36-52 NA NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA NA NA ND NA NA positive ND MW-37-22 NA NA NA NA NA NA NA NA positive NA MW-59-32 NA NA NA NA NA ND NA ND ND MW-37-32 NA NA NA NA NA NA NA NA positive NA MW-59-45 NA NA NA NA NA ND NA ND ND MW-37-40 NA NA NA NA NA NA NA NA positive NA MW-59-68 NA NA NA NA NA ND NA ND ND MW-37-57 NA NA NA NA NA NA NA NA positive NA MW-60-35 ND NA ND NA ND NA NA NA positive ND MW-39-67 NA NA NA NA NA NA NA NA positive NA MW-60-53 ND NA ND NA ND NA NA NA positive ND MW-39-84 NA NA NA NA NA NA NA NA positive NA MW-60-72 ND NA ND NA ND NA NA NA positive ND MW-39-102 NA NA NA NA NA NA NA NA positive NA MW-60-135 ND NA ND NA ND NA NA NA positive ND MW-39-124 NA NA NA NA NA NA NA NA positive NA MW-60-154 ND NA ND NA ND NA NA NA positive ND MW-39-183 NA NA NA NA NA NA NA NA positive NA MW-60-176 ND NA ND NA ND NA NA NA positive ND MW-39-195 NA NA NA NA NA NA NA NA positive NA MW-62-18 NA NA NA NA NA ND NA NA positive ND MW-40-27 NA NA NA NA NA NA NA NA positive NA MW-62-37 NA NA NA NA NA ND NA NA positive ND MW-40-46 NA NA NA NA NA NA NA NA positive NA MW-62-53 NA NA NA NA NA ND NA NA positive ND MW-40-81 NA NA NA NA NA NA NA NA positive NA MW-62-71 NA NA NA NA NA ND NA NA positive ND MW-40-100 NA NA NA NA NA NA NA NA positive NA MW-62-92 NA NA NA NA NA ND NA NA positive ND MW-40-127 NA NA NA NA NA NA NA NA positive NA MW-62-138 NA NA NA NA NA ND NA NA positive ND MW-40-162 NA NA NA NA NA NA NA NA positive NA MW-62-182 NA NA NA NA NA ND NA NA positive ND MW-41-40 NA NA NA NA NA NA NA NA positive NA MW-63-18 NA NA NA NA NA ND NA NA positive ND MW-41-63 NA NA NA NA NA NA NA NA positive NA MW-63-34 NA NA NA NA NA ND NA NA positive ND MW-42-49 2.24E+02 NA 3.02E+02 NA 1.90E+02 NA 2.80E+02 NA 6.74E+02 2.49E+02 MW-63-50 NA NA NA NA NA ND NA NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 NA NA NA NA NA ND NA NA positive ND MW-43-28 NA NA NA NA NA NA NA NA positive NA MW-63-112 NA NA NA NA NA ND NA NA positive ND MW-43-62 NA NA NA NA NA NA NA NA positive NA MW-63-121 NA NA NA NA NA ND NA NA positive ND MW-44-66 NA NA NA NA NA NA NA NA positive NA MW-63-163 NA NA NA NA NA ND NA NA positive ND MW-44-102 NA NA NA NA NA NA NA NA positive NA MW-63-174 NA NA NA NA NA ND NA NA positive ND MW-45-42 NA NA NA NA NA NA NA NA positive NA MW-65-48 NA NA NA NA NA ND NA NA ND MW-45-61 NA NA NA NA NA NA NA NA positive NA MW-65-80 NA NA NA NA NA ND NA NA ND MW-46 NA NA NA NA NA NA NA NA positive NA MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA NA NA ND NA ND ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA NA NA ND NA ND ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND NA ND ND ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND NA ND ND ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 NA NA NA NA NA NA NA NA positive NA MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 NA NA NA NA NA NA NA NA positive NA MW-107 NA NA NA NA NA NA NA NA positive NA MW-51-104 NA NA NA NA NA NA NA NA positive NA MW-108 NA NA NA NA NA ND NA ND ND MW-51-135 NA NA NA NA NA NA NA NA positive NA MW-109 NA NA NA NA NA ND NA ND ND MW-51-163 NA NA NA NA NA NA NA NA positive NA MW-111 NA NA NA NA NA NA NA NA positive NA MW-51-189 NA NA NA NA NA NA NA NA positive NA U3-3 NA NA NA NA NA NA NA NA NA MW-52-11 NA NA NA NA NA NA NA NA positive NA U3-4D NA NA NA NA NA NA NA NA positive NA MW-52-18 NA NA NA NA NA NA NA NA positive NA U3-4S NA NA NA NA NA NA NA NA positive NA MW-52-48 NA NA NA NA NA NA NA NA positive NA U3-T1 NA NA NA NA NA NA NA NA positive NA MW-52-64 NA NA NA NA NA NA NA NA positive NA U3-T2 NA NA NA NA NA NA NA NA positive NA MW-52-122 NA NA NA NA NA NA NA NA positive NA U1-CSS ND NA NA NA ND ND NA NA positive ND MW-52-162 NA NA NA NA NA NA NA NA positive NA U1-NCD 2.31E+02 NA NA NA NA NA 1.14E+02 NA 1.73E+02 MW-52-181 NA NA NA NA NA NA NA NA positive NA U1-SFDS ND NA NA NA NA NA ND NA ND MW-53-82 NA NA ND NA ND NA ND NA positive ND I-2 NA NA NA NA NA NA NA NA positive NA MW-53-120 NA NA ND NA ND NA 1.45E+01 NA positive 1.45E+01 LAF-002 ND NA NA NA ND NA NA NA positive ND B-1 NA NA NA NA NA NA NA NA NA B-6 NA NA NA NA NA NA NA NA NA MH-5 VCFD NA NA NA NA NA NA NA NA NA Investigation Level Nickel Results (pCi/L)

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID Nickel Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value

G

^

XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XY XY XY XYXY XY XY XYXY XY XY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XY XY XYXY XYXY XY XY XYXY XYXY XYXY XY XY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XYXY XYXY XY XYXY XY XYXY XYXY XYXY XY XYXY X

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storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb Grass A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.

Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open gr ate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Conc rete Retaining Wa ll Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking crete curb Asphalt parking Concrete curb curb pad Asphalt curb alt parking Asphalt curb Asphalt curb Grass alt curb Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.

Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.

stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)

DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRAN SFE R PO O L STO RA GE PO O L STO RA GE PO O L FA IL ED FU EL AUX. PO O L DIS ASS EM B LY PO O L CAS K L O AD PO O L CAS K W AS H &

DIS ASS EM B LY ISO L ATIO N PI T PU MP SU CTI ON WELL WATER STO RA GE PO O L ROOF DRAIN ELEVATION 65' 43.8' 43.8' 43.8' 21.75' 22.75' (EL.=0.0) 33' 13' 43.8' 33' 33' 33' 33' 33' 42.5' 42.5' MH-4 MH-4A MH-5 MH-6 MH-2 B6 B6A B5 B4 B4A B3 B3A B2A B2 B1 A2 A1 U3-MH-14 F5 A2A CB-B CB-E CB-F C-1 C-3 D2 B7 B8 CB-33 CB-34 CB-15 CB-14 CB-13 CB-32 CB-31 CB-30 A7 U1-CB-22 U3-CB (U1-CB-10)

CB-29 U3-CB (U1-CB-9)

U1-CB-21 U1-CB-20 CB-28 CB-24 CB-27 E16 E16 E16A CB-6 CB-5A (CB-6)

CB-5B CB-7 CB-5 MH16 CB-3B CB3A CB4 CB-2C CB3 CB-2B CB-2A CB-2 CB-1 MH18 MH8 MH17 MH7 MH23A CB-16 MH9 MH10 MH11 MH22 MH21 MH13 MH3 MH12 MH1 CB-18 MH15 CB-19 CB-23 MH14 C2 E7 E6 E8 E9 E10 E11 E5 E5A E4 E4 E4A E3B E3 E3A F3 F4 CB E2 E2A F6 F7 E2B E2C E1 A6 A5 A3A A3 A4 E14 E15 E15A (U1-CB-8)

AB E13 E12 D1 CB-17 F2 F1 CB-12 MH-23 MH-19 MH-20 ROOF DRAIN Turbine Generator Building 2 Turbine Generator Building 1 Turbine Generator Building 3 Transformer Yard PAB Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co Cs Ni Co UTILITY TUNNEL UTILITY TUNNEL CSS CSS TRENCH Cs Ni Co Cs Ni Co Cs Ni Co 50 40 30 20 10 5

50 40 30 20 5

20 13 10 Cs Ni Co B-1 Cs Ni Co B-6 ALL EYW AY U1-SFDS Cs Ni Co U1-NCD Cs Ni Co Cs Ni Co MH-5 VCFD 2

2 2

4 3

1 1

5 6

MW-68 I-2 HR-1 U3-3 U3-2 U3-1 RW-1 OUT-1 U3-C1 U2-C1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-58 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-109 MW-108 MW-107 H U D S O N R I V E R ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 6140 9.23 64.6 34.8 9.13 44.8 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 34 0.1 8.3 7.2 7.05 9.77

-1.3 4.68 5.16 6.14 6.02 8.44 3.69 3.76 9.02 0.81 8.94 2.69 3.81 7.88 1.22 33.9 22.7 21.9 10.6 3.13 3.29 6.97 4.06 5.76 6.41 7.45 9.05 8.82 9.02 9.92 2.34 7.06 6.46 7.19 5.55 6.04 5.64 0.49 0.68 0.47 2.52 0.47 0.16 2.04 45.79 39.64 11.53 12.16 44.48 12.81 35.07 34.43 41.21 44.13 50.75

-1.64

-0.15

-0.48 29.36 37.68 36.03 40.36 49.24 40.66 43.87 44.32 46.83 52.35 54.22 32.72 23.79 24.43 24.79 25.12 25.21 26.96 30.71 31.76 32.15 25.45 26.68 21.08 22.37 25.16 29.05 10.48 10.54 10.68 12.36 11.71 10.27

-1.19

-1.54

-0.86

-2.26

-0.98

-1.24

-0.13

-0.08

-1.79

-1.69

-1.85

-0.37

-0.85

-1.24

-0.84

-0.15

-0.12

-1.93

-0.14

-0.86

-0.82

-0.02

-1.56

-1.02

-2.59

-2.25

-0.91

-2.03 115.76 DRY ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 20.6 ND ND ND ND ND ND ND 19.03 18307.5 ND ND ND ND ND ND ND ND 9.45 0.29 21.51 ND ND ND ND ND 14.5 148.67 207.425 Plant North N

N 50 0

50 100 150 25 Feet Figure No.:

Job No.:

Dwg. Date:

Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS 01.0017869.92 8-Q4 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.

One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 4th QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

4th QUARTER 2011 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

East Fuel Pool LEGEND Cesium Data1 Average Cs, pCi/L Cobalt Data1 Average Co, pCi/L Nickel Data 1 Average Ni, pCi/L Not Detected (ND)

ND - 10 10 - 50 50 - 500 500 - 1,000 1,000 - 5,000

> 5,000 No Depth-Specific Samples ND 4.2 37 294 836 4460 6000 Not Detected (ND)

ND - 25 25 - 100 100 - 200 200 - 300 300 - 500

> 500 No Depth-Specific Samples ND 4

83 194 250 350 508 Not Detected (ND)

ND - 12 12 - 25 25 - 50 50 - 100 100 - 250 250 - 500

> 500 No Depth-Specific Samples ND 4

20 49 54 207 300 526 Groundwater Elevation Contours Depth-Specific Data Probable Legacy Release SSCs MW-30 Boring / Monitoring Installation Designation Longterm Radionuclide Monitoring Installation

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Standby Radionuclide Monitoring Installation

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Unit 1 West Fuel Pool (All U1-SFPs drained and inactive as of October 2008)

Unit 2 Fuel Pool (All identified leaks repaired as of December 2007)

Containment Spray Sump Trench Terminated Connection To Storm Drain Drain Exfiltration Inter-Structure Joint / Mud Mat Contours Other Than 10' Interval 20 5

11.3 11.9 12.6 12.8 Screened in Soil Screened in Bedrock Multiple Screened Intervals w/ Depth 6000 836 294 Average activity of Cs 137 (pCi/L) for each screened interval.

37 508 250 194 4

526 207 49 20 Average activity of Co 60 (pCi/L) for each screened interval.

Average activity of Ni 63 (pCi/L) for each screened interval.

3 Transient Distillate Tank Valve Leak in Unit 1 Fuel Storage Building - 3/07/2009 G

4 Footing Drain Active Storm Drain Catch Basin Abandoned Storm Drain Ambient "Watertable" Contours for Q4 2008 (11/11/2008) 1 1

Groundwater elevation for each screened interval at time of low river tide for Q4 2008 (11/11/2008).

1 1

^

Transient Spill from Temporary R.O. Skid Piping -

Entered MW-32 Vault and MH 11/21/2009 5

Notes:

1. Groundwater contours drawn from Q4 2008 groundwater data to show groundwater conditions used for recalibration of the Precipitation Mass Balance Model (see Q2 2009 LTM Report). These contours developed from limited data recorded on 11/11/2008. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

Data Notes:

1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the current and preceeding three quarters' data.

Only values greater than the MDC are used in this average, thus adding a degree of conservatism to the subsequent dose computations.

2. Storm or foundation drain sampling locations, for which investigation levels are not applicable.

3. Historically elevated Tritium levels in MW-42-49 obsrved during Q1 2009 were consistent with leakage visually identified on 03/07/2009 (and terminated immediately thereafter) from the waste distillate tank valves located within the Unit 1 fuel storage building. Elevated tritium levels not seen in MW-53; therefore, this transient leakage was likely to have been generally confined to, and contained by, the Unit 1 North Curtain Drain.

4. Historically elevated Tritium levels in MW-45-42 observed during Q2 2009 were consistent with an increased activity observed in Unit 3 Manhole A2. This release was initially detected in a storm drain sample collected 03/25/2009 under the 80-10 Effluents Program. This Tritium peak dissipated prior to samples taken during the subsequent quarter. Additionally, transient Tritium peaks have been recently detected in MH-A2 from Q3 2010 to Q3 2011. These increases are consistent with elevated Tritium levels in MW-41-40, MW-46 and B-1. Based on investigations initiated in, and ongoing since, 2009 and the more recent sampling of the Unit 3 Fuel Storage Building (FSB) roof drains, it has been concluded that these increases in storm drain and monitoring well Tritium activity are due to condensation of SFP evaporation on the FSB roof (Washout) when the exhaust fan is not operating, which then enters the roof drains and discharges directly into MH-A2 during rainfall events. As such, Entergy placed the FSB vent fan back in service on 7-21-2011 and the Tritium activity in MH-A2 returned to baseline conditions within 2 weeks.

5. Elevated levels of Tritium detected in MH-9 and MH-10a during routine 80-10 Effluents Program sampling on 1/15/2010 appears to have originated from a November 21, 2009 transient leak in temporary RWST / R.O. skid connection hoses, which flowed into MH-9. It also appears that this release entered the well vault for MW-32, and may have penetrated the well casings and entered the subsurface around the monitoring installation.

6. Elevated levels of Tritium initially detected in U1-CSS, MW-39, MW-46, MW-54, MW-56 and MW-57 during the Q2-2011 sampling event appear to have originated from a Q2 2011 sample sink overflow and subsequent floor flooding in a Unit 1 Chemical Systems Building sample room on the 53 elevation.

General Notes:

1. Base map was developed from an untitled electronic file provided by Badey and Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".

© 2012 - GZA GeoEnvironmental, Inc. \\\\gzanor\\Jobs\\17,000-18,999\\17869\\17869-91.MG\\Figures\\GIS\\MXD Documents\\2011-comb\\12-08-30 F08 Q4 2011 Rolling Average Cesium, Cobalt, and Nickel Activity Map 17869-92_final.mxd, 9/18/2012, 8:26:47 AM, jennifer.pisani 09-18-2012 Sample Sink Overflow - Unit 1 Chemical Systems Building Q2 2011 6

Unit 3 SFP Evap. Washout to MH-A2 - 3/25/09 XX X X

Localized Transient Releases (Surface Spills and Washout)

(initial)

Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1

Quarter 2 Post Quarter 2

Quarter 3 Post Quarter 3

Quarter 4 Post Quarter 4 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 MW-30-69 ND ND ND ND ND NA ND NA positive ND MW-54-37 ND NA ND ND ND NA ND NA positive ND MW-30-84 ND ND ND ND ND NA ND NA positive ND MW-54-58 ND NA ND ND ND NA ND NA positive ND MW-31-49 ND ND ND NA ND NA ND NA positive ND MW-54-123 ND NA ND ND ND NA ND NA positive ND MW-31-63 ND ND ND NA ND NA ND NA positive ND MW-54-144 ND NA ND ND ND NA ND NA positive ND MW-31-85 ND ND ND NA ND NA ND NA positive ND MW-54-173 ND NA ND ND ND NA ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND ND ND NA ND NA positive ND MW-32-59 ND ND ND NA ND NA ND NA positive ND MW-55-24 ND NA NA NA ND NA ND NA positive ND MW-32-85 ND ND ND NA ND NA ND NA positive ND MW-55-35 ND NA NA NA ND NA ND NA positive ND MW-32-149 ND ND ND NA ND NA ND NA positive ND MW-55-54 ND NA NA NA ND NA ND NA positive ND MW-32-173 ND ND ND NA ND NA ND NA positive ND MW-56-53 NA NA ND ND NA ND ND NA positive ND MW-32-190 ND ND ND NA ND NA ND NA positive ND MW-56-83 NA NA ND ND NA ND ND NA positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA ND ND NA ND NA NA positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA ND ND NA ND NA NA positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 NA NA ND ND NA ND NA NA positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 NA NA ND ND NA ND ND NA positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 NA NA ND ND NA ND ND NA positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA ND NA ND NA NA ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA ND NA ND NA NA ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA ND NA ND NA NA ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 NA NA ND ND NA ND ND NA positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 NA NA ND ND NA ND ND NA positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 NA NA 4.48E+01 ND NA ND ND NA positive 4.48E+01 MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 NA NA 9.13E+00 ND NA ND ND NA positive 9.13E+00 MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 NA NA ND ND NA ND ND NA positive ND MW-60-176 ND NA ND NA ND NA ND NA positive ND MW-39-195 NA NA ND ND NA ND ND NA positive ND MW-62-18 ND NA ND ND ND NA ND NA positive ND MW-40-27 ND NA ND NA NA NA ND NA positive ND MW-62-37 ND NA ND ND ND NA ND NA positive ND MW-40-46 ND NA ND NA NA NA ND NA positive ND MW-62-53 ND NA ND ND ND NA ND NA positive ND MW-40-81 ND NA ND NA NA NA ND NA positive ND MW-62-71 ND NA ND ND ND NA ND NA positive ND MW-40-100 2.46E+01***

NA ND NA NA NA ND NA positive ND MW-62-92 ND NA ND ND ND NA ND NA positive ND MW-40-127 5.07E+01***

NA ND NA NA NA ND NA positive ND MW-62-138 ND NA ND ND ND NA ND NA positive ND MW-40-162 ND NA ND NA NA NA ND NA positive ND MW-62-182 ND NA ND ND ND NA ND NA positive ND MW-41-40 ND NA ND ND ND NA ND NA positive ND MW-63-18 ND NA ND ND ND NA ND NA positive ND MW-41-63 ND NA ND ND ND NA ND NA positive ND MW-63-34 ND NA ND ND ND NA ND NA positive ND MW-42-49 3.30E+04 NA 2.15E+04 NA 1.57E+04 NA 3.03E+03 NA 6.58E+04 1.83E+04 MW-63-50 ND NA ND ND ND NA ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND ND ND NA ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND ND ND NA ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND ND ND NA ND NA positive ND MW-44-66 ND NA ND ND ND NA ND NA positive ND MW-63-163 ND NA ND ND ND NA ND NA positive ND MW-44-102 ND NA ND ND ND NA ND NA positive ND MW-63-174 ND NA ND ND ND NA ND NA positive ND MW-45-42 ND NA ND ND NA ND ND NA positive ND MW-65-48 NA NA NA ND NA NA NA NA ND MW-45-61 ND NA ND ND NA ND ND NA positive ND MW-65-80 NA NA NA ND NA NA NA NA ND MW-46 ND NA ND ND ND NA ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA ND NA ND ND NA ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA ND NA ND ND NA ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND ND ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND ND ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 NA NA ND NA NA NA NA NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA ND NA ND NA NA ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA ND NA ND NA NA ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 NA NA NA NA NA NA ND NA 1.36E+01 ND MW-51-189 3.77E+01***

NA ND NA ND NA ND NA positive ND U3-3 NA NA NA ND NA ND NA NA ND MW-52-11 NA NA ND ND NA NA NA NA positive ND U3-4D ND NA ND ND ND NA ND NA positive ND MW-52-18 NA NA ND ND NA NA NA NA positive ND U3-4S NA NA ND ND ND NA ND NA positive ND MW-52-48 NA NA ND ND NA NA NA NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 NA NA ND ND NA NA NA NA positive ND U3-T2 ND NA ND ND ND NA ND NA positive ND MW-52-122 NA NA 3.48E+01 ND NA NA NA NA positive 3.48E+01 U1-CSS NA NA ND ND NA NA ND NA positive ND MW-52-162 NA NA ND ND NA NA NA NA positive ND U1-NCD NA NA NA NA 4.77E+03 NA 5.92E+03_7.73E+03 NA 6.14E+03 MW-52-181 NA NA 6.46E+01 ND NA NA NA NA positive 6.46E+01 U1-SFDS NA NA NA NA 9.23E+00 NA ND_ND NA 9.23E+00 MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 NA NA NA NA ND NA ND NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 NA NA ND NA NA NA ND NA positive ND B-1 2.15E+01 NA 2.05E+01 NA 1.51E+01 NA NA NA 1.90E+01 B-6 ND NA ND ND ND NA ND NA ND MH-5 VCFD ND NA ND ND****

ND_ND_ND ND_ND ND_ND NA ND Well ID Cesium Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

6) **** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Cs-137.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Cesium Results (pCi/L)

Rolling Annual Average Well ID

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Investigation Level

5) *** The Q1 2011 MW-40-100, MW-40-127 and MW-51-189 Cs-137 results were verified by re-analysis. However, based on the available chemistry and Site hydrogeologic data, these values do not appear to be representative of the groundwater conditions at these sampling intervals.

shaded value Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 MW-30-69 ND ND ND ND ND NA ND NA positive ND MW-54-37 ND NA ND ND ND NA ND NA positive ND MW-30-84 ND ND ND ND ND NA ND NA positive ND MW-54-58 ND NA ND ND ND NA ND NA positive ND MW-31-49 ND ND ND NA ND NA ND NA positive ND MW-54-123 ND NA ND ND ND NA ND NA positive ND MW-31-63 ND ND ND NA ND NA ND NA positive ND MW-54-144 ND NA ND ND ND NA ND NA positive ND MW-31-85 ND ND ND NA ND NA ND NA positive ND MW-54-173 ND NA ND ND ND NA ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND ND ND NA ND NA positive ND MW-32-59 ND ND ND NA ND NA ND NA positive ND MW-55-24 ND NA NA NA ND NA ND NA positive ND MW-32-85 ND ND ND NA ND NA ND NA positive ND MW-55-35 ND NA NA NA ND NA ND NA positive ND MW-32-149 ND ND ND NA ND NA ND NA positive ND MW-55-54 ND NA NA NA ND NA ND NA positive ND MW-32-173 ND ND ND NA ND NA ND NA positive ND MW-56-53 ND NA ND ND NA ND ND NA positive ND MW-32-190 ND ND ND NA ND NA ND NA positive ND MW-56-83 ND NA ND ND NA ND ND NA positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 ND NA ND ND NA ND NA NA positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 ND NA ND ND NA ND NA NA positive ND MW-36-24 ND NA ND NA ND NA ND NA positive ND MW-57-45 ND NA ND ND NA ND NA NA positive ND MW-36-41 ND NA ND NA ND NA ND NA positive ND MW-58-26 ND NA ND ND NA ND ND NA positive ND MW-36-52 ND NA ND NA ND NA ND NA positive ND MW-58-65 ND NA ND ND NA ND ND NA positive ND MW-37-22 ND NA ND NA ND NA ND NA positive ND MW-59-32 NA NA NA ND NA ND NA NA ND MW-37-32 ND NA ND NA ND NA ND NA positive ND MW-59-45 NA NA NA ND NA ND NA NA ND MW-37-40 ND NA ND NA ND NA ND NA positive ND MW-59-68 NA NA NA ND NA ND NA NA ND MW-37-57 ND NA ND NA ND NA ND NA positive ND MW-60-35 ND NA ND NA ND NA ND NA positive ND MW-39-67 ND NA ND ND NA ND ND NA positive ND MW-60-53 ND NA ND NA ND NA ND NA positive ND MW-39-84 ND NA ND ND NA ND ND NA positive ND MW-60-72 ND NA ND NA ND NA ND NA positive ND MW-39-102 ND NA ND ND NA ND ND NA positive ND MW-60-135 ND NA ND NA ND NA ND NA positive ND MW-39-124 ND NA ND ND NA ND ND NA positive ND MW-60-154 ND NA ND NA ND NA ND NA positive ND MW-39-183 ND NA ND ND NA ND ND NA positive ND MW-60-176 ND NA ND ND ND NA ND NA positive ND MW-39-195 ND NA ND ND NA ND ND NA positive ND MW-62-18 ND NA ND ND ND NA ND NA positive ND MW-40-27 ND NA ND NA NA NA ND NA positive ND MW-62-37 ND NA ND ND ND NA ND NA positive ND MW-40-46 ND NA ND NA NA NA ND NA positive ND MW-62-53 ND NA ND ND ND NA ND NA positive ND MW-40-81 ND NA ND NA NA NA ND NA positive ND MW-62-71 ND NA ND ND ND NA ND NA positive ND MW-40-100 ND NA ND NA NA NA ND NA positive ND MW-62-92 ND NA ND ND ND NA ND NA positive ND MW-40-127 ND NA ND NA NA NA ND NA positive ND MW-62-138 ND NA ND ND ND NA ND NA positive ND MW-40-162 ND NA ND NA NA NA ND NA positive ND MW-62-182 ND NA ND ND ND NA ND NA positive ND MW-41-40 ND NA ND ND ND NA ND NA positive ND MW-63-18 ND NA ND ND ND NA ND NA positive ND MW-41-63 ND NA ND ND ND NA ND NA positive ND MW-63-34 ND NA ND ND ND NA ND NA positive ND MW-42-49 ND NA ND NA ND NA ND NA positive ND MW-63-50 ND NA ND ND ND NA ND NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 ND NA ND ND ND NA ND NA positive ND MW-43-28 ND NA ND NA ND NA ND NA positive ND MW-63-112 ND NA ND ND ND NA ND NA positive ND MW-43-62 ND NA ND NA ND NA ND NA positive ND MW-63-121 ND NA ND ND ND NA ND NA positive ND MW-44-66 ND NA ND ND ND NA ND NA positive ND MW-63-163 ND NA ND ND ND NA ND NA positive ND MW-44-102 ND NA ND ND ND NA ND NA positive ND MW-63-174 ND NA ND ND ND NA ND NA positive ND MW-45-42 ND NA ND ND NA ND ND NA positive ND MW-65-48 NA NA NA ND NA NA NA NA ND MW-45-61 ND NA ND ND NA ND ND NA positive ND MW-65-80 NA NA NA ND NA NA NA NA ND MW-46 ND NA ND ND ND NA ND NA positive ND MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA ND NA ND ND NA ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA ND NA ND ND NA ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND ND ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND ND ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 ND NA ND NA ND NA ND NA positive ND MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND NA positive ND MW-107 ND NA ND NA NA NA NA NA positive ND MW-51-104 ND NA ND NA ND NA ND NA positive ND MW-108 NA NA NA ND NA ND NA NA ND MW-51-135 ND NA ND NA ND NA ND NA positive ND MW-109 NA NA NA ND NA ND NA NA ND MW-51-163 ND NA ND NA ND NA ND NA positive ND MW-111 ND NA NA ND NA NA ND NA positive ND MW-51-189 ND NA ND NA ND NA ND NA positive ND U3-3 NA NA NA ND NA ND NA NA ND MW-52-11 ND NA ND ND NA NA NA NA positive ND U3-4D ND NA ND ND ND NA ND NA positive ND MW-52-18 ND NA ND ND NA NA NA NA positive ND U3-4S ND NA ND ND ND NA ND NA positive ND MW-52-48 ND NA ND ND NA NA NA NA positive ND U3-T1 ND NA ND NA ND NA ND NA positive ND MW-52-64 ND NA ND ND NA NA NA NA positive ND U3-T2 ND NA ND ND ND NA ND NA positive ND MW-52-122 ND NA ND ND NA NA NA NA positive ND U1-CSS ND NA ND ND NA NA ND NA positive ND MW-52-162 ND NA ND ND NA NA NA NA positive ND U1-NCD ND NA NA NA ND NA ND_ND NA ND MW-52-181 ND NA ND ND NA NA NA NA positive ND U1-SFDS ND NA NA NA ND NA ND_ND NA ND MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 ND NA NA NA ND NA ND NA positive ND MW-53-120 ND NA ND NA ND NA ND NA positive ND LAF-002 ND NA ND NA NA NA ND NA positive ND B-1 ND NA ND NA ND NA NA NA ND B-6 ND NA ND ND ND NA ND NA ND MH-5 VCFD ND NA ND ND***

ND_ND_ND ND_ND ND_ND NA ND Investigation Level Cobalt Results (pCi/L)

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Well ID Cobalt Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

6) *** Four Post-Q2 2011 MH-5 VCFD samples were collected. All four samples were ND for Co-60.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID shaded value Well ID Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Post Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 MW-30-69 NA NA NA NA NA NA NA NA positive NA MW-54-37 ND NA ND ND ND NA ND NA positive ND MW-30-84 NA NA NA NA NA NA NA NA positive NA MW-54-58 ND NA ND ND ND NA ND NA positive ND MW-31-49 NA NA NA NA NA NA NA NA positive NA MW-54-123 ND NA ND ND ND NA ND NA positive ND MW-31-63 NA NA NA NA NA NA NA NA positive NA MW-54-144 ND NA ND ND ND NA ND NA positive ND MW-31-85 NA NA NA NA NA NA NA NA positive NA MW-54-173 ND NA ND ND ND NA ND NA positive ND MW-32-48 NA NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND ND ND NA ND NA positive ND MW-32-59 NA NA NA NA NA NA NA NA positive NA MW-55-24 ND NA NA NA ND NA ND NA positive ND MW-32-85 NA NA NA NA NA NA NA NA positive NA MW-55-35 ND NA NA NA ND NA ND NA positive ND MW-32-149 NA NA NA NA NA NA NA NA positive NA MW-55-54 ND NA NA NA ND NA ND NA positive ND MW-32-173 NA NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA ND NA NA ND NA positive ND MW-32-190 NA NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA ND NA NA ND NA positive ND MW-33 NA NA NA NA NA NA NA NA positive NA MW-57-11 NA NA ND ND NA ND NA NA positive ND MW-35 NA NA NA NA NA NA NA NA positive NA MW-57-20 NA NA ND ND NA ND NA NA positive ND MW-36-24 NA NA NA NA NA NA NA NA positive NA MW-57-45 NA NA ND ND NA ND NA NA positive ND MW-36-41 NA NA NA NA NA NA NA NA positive NA MW-58-26 NA NA NA ND NA NA NA NA positive ND MW-36-52 NA NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA ND NA NA NA NA positive ND MW-37-22 NA NA NA NA NA NA NA NA positive NA MW-59-32 NA NA NA ND NA ND NA NA ND MW-37-32 NA NA NA NA NA NA NA NA positive NA MW-59-45 NA NA NA ND NA ND NA NA ND MW-37-40 NA NA NA NA NA NA NA NA positive NA MW-59-68 NA NA NA ND NA ND NA NA ND MW-37-57 NA NA NA NA NA NA NA NA positive NA MW-60-35 ND NA ND NA NA NA NA NA positive ND MW-39-67 NA NA NA NA NA NA NA NA positive NA MW-60-53 ND NA ND NA NA NA NA NA positive ND MW-39-84 NA NA NA NA NA NA NA NA positive NA MW-60-72 ND NA ND NA NA NA NA NA positive ND MW-39-102 NA NA NA NA NA NA NA NA positive NA MW-60-135 ND NA ND NA NA NA NA NA positive ND MW-39-124 NA NA NA NA NA NA NA NA positive NA MW-60-154 ND NA ND NA NA NA NA NA positive ND MW-39-183 NA NA NA NA NA NA NA NA positive NA MW-60-176 ND NA ND NA NA NA NA NA positive ND MW-39-195 NA NA NA NA NA NA NA NA positive NA MW-62-18 NA NA NA ND NA NA NA NA positive ND MW-40-27 NA NA NA NA NA NA NA NA positive NA MW-62-37 NA NA NA ND NA NA NA NA positive ND MW-40-46 NA NA NA NA NA NA NA NA positive NA MW-62-53 NA NA NA ND NA NA NA NA positive ND MW-40-81 NA NA NA NA NA NA NA NA positive NA MW-62-71 NA NA NA ND NA NA NA NA positive ND MW-40-100 NA NA NA NA NA NA NA NA positive NA MW-62-92 NA NA NA ND NA NA NA NA positive ND MW-40-127 NA NA NA NA NA NA NA NA positive NA MW-62-138 NA NA NA ND NA NA NA NA positive ND MW-40-162 NA NA NA NA NA NA NA NA positive NA MW-62-182 NA NA NA ND NA NA NA NA positive ND MW-41-40 NA NA NA NA NA NA NA NA positive NA MW-63-18 NA NA NA ND NA NA NA NA positive ND MW-41-63 NA NA NA NA NA NA NA NA positive NA MW-63-34 NA NA NA ND NA NA NA NA positive ND MW-42-49 3.02E+02 NA 1.90E+02 NA 2.80E+02 NA 5.77E+01 NA 6.74E+02 2.07E+02 MW-63-50 NA NA NA ND NA NA NA NA positive ND MW-42-78 ND NA ND NA ND NA ND NA positive ND MW-63-93 NA NA NA ND NA NA NA NA positive ND MW-43-28 NA NA NA NA NA NA NA NA positive NA MW-63-112 NA NA NA ND NA NA NA NA positive ND MW-43-62 NA NA NA NA NA NA NA NA positive NA MW-63-121 NA NA NA ND NA NA NA NA positive ND MW-44-66 NA NA NA NA NA NA NA NA positive NA MW-63-163 NA NA NA ND NA NA NA NA positive ND MW-44-102 NA NA NA NA NA NA NA NA positive NA MW-63-174 NA NA NA ND NA NA NA NA positive ND MW-45-42 NA NA NA NA NA NA NA NA positive NA MW-65-48 NA NA NA ND NA NA NA NA ND MW-45-61 NA NA NA NA NA NA NA NA positive NA MW-65-80 NA NA NA ND NA NA NA NA ND MW-46 NA NA NA NA NA NA NA NA positive NA MW-66-21 ND NA ND NA ND NA ND NA positive ND MW-47-56 NA NA NA ND NA ND ND NA ND MW-66-36 ND NA ND NA ND NA ND NA positive ND MW-47-80 NA NA NA ND NA ND ND NA ND MW-67-39 ND NA ND NA ND NA ND NA positive ND MW-49-26 ND NA ND NA ND NA ND NA positive ND MW-67-105 ND NA ND NA ND NA ND NA positive ND MW-49-42 ND NA ND NA ND NA ND NA positive ND MW-67-173 ND NA ND NA ND NA ND NA positive ND MW-49-65 ND NA ND NA ND NA ND NA positive ND MW-67-219 ND NA ND NA ND NA ND NA positive ND MW-50-42 ND NA ND ND ND NA ND NA positive ND MW-67-276 ND NA ND NA ND NA ND NA positive ND MW-50-66 ND NA ND ND ND NA ND NA positive ND MW-67-323 ND NA ND NA ND NA ND NA positive ND MW-51-40 NA NA NA NA NA NA NA NA positive NA MW-67-340 ND NA ND NA ND NA ND NA positive ND MW-51-79 NA NA NA NA NA NA NA NA positive NA MW-107 NA NA NA NA NA NA NA NA positive NA MW-51-104 NA NA NA NA NA NA NA NA positive NA MW-108 NA NA NA ND NA ND NA NA ND MW-51-135 NA NA NA NA NA NA NA NA positive NA MW-109 NA NA NA ND NA ND NA NA ND MW-51-163 NA NA NA NA NA NA NA NA positive NA MW-111 NA NA NA NA NA NA NA NA positive NA MW-51-189 NA NA NA NA NA NA NA NA positive NA U3-3 NA NA NA NA NA NA NA NA NA MW-52-11 NA NA NA NA NA NA NA NA positive NA U3-4D NA NA NA NA NA NA NA NA positive NA MW-52-18 NA NA NA NA NA NA NA NA positive NA U3-4S NA NA NA NA NA NA NA NA positive NA MW-52-48 NA NA NA NA NA NA NA NA positive NA U3-T1 NA NA NA NA NA NA NA NA positive NA MW-52-64 NA NA NA NA NA NA NA NA positive NA U3-T2 NA NA NA NA NA NA NA NA positive NA MW-52-122 NA NA NA NA NA NA NA NA positive NA U1-CSS NA NA ND ND NA NA ND NA positive ND MW-52-162 NA NA NA NA NA NA NA NA positive NA U1-NCD NA NA NA NA 1.14E+02 NA 1.36E+02_1.96E+02 NA 1.49E+02 MW-52-181 NA NA NA NA NA NA NA NA positive NA U1-SFDS NA NA NA NA ND NA 2.06E+01_ND NA 2.06E+01 MW-53-82 ND NA ND NA ND NA ND NA positive ND I-2 NA NA NA NA NA NA NA NA positive NA MW-53-120 ND NA ND NA 1.45E+01 NA ND NA positive 1.45E+01 LAF-002 NA NA ND NA NA NA ND NA positive ND B-1 NA NA NA NA NA NA NA NA NA B-6 NA NA NA NA NA NA NA NA NA MH-5 VCFD NA NA NA NA NA NA NA NA NA Investigation Level Nickel Results (pCi/L)

3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable.

Rolling Annual Average

1) Only results greater than the MDC are reported herein. ND therefore indicates that the analytical result was below the MDC and typically also below the standard deviation threshold of three times 1 sigma. The rolling average is calculated using only results greater than the MDC. Given that ND represents real groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

2) A shaded value indicates that the reported activity exceeds the Investigation Level (I.L.) that was applicable at the time of sampling. NA indicates that data is not available for this time period.

4) ** Indicates 2011 I.L. not computed for this well due to absence of 2010 data.

Well ID Nickel Results (pCi/L)

Investigation Level Rolling Annual Average Notes:

shaded value

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX A: LIMITATIONS m) _____ _

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.

This monitoring report was developed by GZA GeoEnvironmental Inc for the exclusive of Entergy Nuclear Northeast (Entergy) at the Indian Point Energy Center. Any use of data or information provided in the report, by parties other than Entergy, is prohibitated without the prior written permission of Entergy and GZA.

J:\\17,000-18,999\\17869\\161619-00.MG\\WORK\\LTM_Report\\TABLES and APPENDICES\\Appendix A - Limitations_5_1_08.docIPEC Page 1 of 1 Print Date: 4/29/2008

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX B: 2011 TRANSDUCER INSTALLATION LOGS m) _____ _

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX B: Q1-2011 TRANSDUCER INSTALLATION LOGS

Client WELL ID I-2n 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 3/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.23 SERIAL NUMBER 16587 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 54.48 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

41.00 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:49 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

27.75 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

27.750 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.23 FT M.S.L.

DEPTH TO WATER:

27.75 FT REFERENCE ELEVATION:

=

54.48 FT M.S.L.

TEST NAME:

I-2n PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:49 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2n TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-36-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 54.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 11.799 DATE 3/7/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.598 SERIAL NUMBER 5376 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.54 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

11.799 FT M.S.L.

CASING ELEVATION:

11.598 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.201 FT GROUND FT SURFACE TIME OF MEASUREMENT:

13:30 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.06 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

4.060 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.598 FT M.S.L.

DEPTH TO WATER:

4.06 FT REFERENCE ELEVATION:

=

7.538 FT M.S.L.

TEST NAME:

MW-36-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:30 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-36-24 Transducer was pulled out last quarter after Unit 2 transformer explosion released electrolytic fluid (oil) and 14' of product was found in MW-36 Wells.

Transducer was reinstalled on 3/7/11.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 2/14/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6321 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.00 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:07 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

21.13 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

21.130 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

21.13 FT REFERENCE ELEVATION:

=

33.00 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:07 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW42-78 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 80.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 69.714 DATE 3/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.524 SERIAL NUMBER 16626 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 36.93 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

78.00 FT CONNECTOR GROUND ELEVATION:

69.71 FT M.S.L.

CASING ELEVATION:

69.52 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.19 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:02 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

32.59 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

32.590 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.524 FT M.S.L.

DEPTH TO WATER:

32.59 FT REFERENCE ELEVATION:

=

36.934 FT M.S.L.

TEST NAME:

MW42-78 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:02 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-42-78 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-43-28 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.760 DATE 2/15/11 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.09 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR GROUND ELEVATION:

48.760 FT M.S.L.

CASING ELEVATION:

48.021 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:22 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.93 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

14.930 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

48.021 FT M.S.L.

DEPTH TO WATER:

14.93 FT REFERENCE ELEVATION:

=

33.091 FT M.S.L.

TEST NAME:

MW-43-28 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:22 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-28 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-43-28 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.760 DATE 3/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.76 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR GROUND ELEVATION:

48.760 FT M.S.L.

CASING ELEVATION:

48.021 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:29 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.26 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

14.260 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

48.021 FT M.S.L.

DEPTH TO WATER:

14.26 FT REFERENCE ELEVATION:

=

33.761 FT M.S.L.

TEST NAME:

MW-43-28 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:29 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-28 Transducer off by 18.357'.

Reset Transducer.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-50-66 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.92 DATE 2/25/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.61 SERIAL NUMBER 14459 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.76 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.75 FT CONNECTOR GROUND ELEVATION:

14.92 FT M.S.L.

CASING ELEVATION:

14.61 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:02 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.85 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

9.850 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.614 FT M.S.L.

DEPTH TO WATER:

9.85 FT REFERENCE ELEVATION:

=

4.764 FT M.S.L.

TEST NAME:

MW-50-66 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:02 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-50-66 Could not connect upon arrival. Replaced batteries.

No test running to extract data, extracted "abandoned" test, added new test.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-53-120 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 124.70 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.260 DATE 3/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 70.190 SERIAL NUMBER 6097 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 12.04 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

120.00 FT CONNECTOR GROUND ELEVATION:

70.260 FT M.S.L.

CASING ELEVATION:

70.190 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.07 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:06 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

58.15 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

58.150 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

70.190 FT M.S.L.

DEPTH TO WATER:

58.15 FT REFERENCE ELEVATION:

=

12.04 FT M.S.L.

TEST NAME:

MW53-120 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:06 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-53-120 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-55-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.25 DATE 2/3/11 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER 13988 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 6.96 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

18.25 FT M.S.L.

CASING ELEVATION:

17.77 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.48 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:00 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.81 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

10.81 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

17.77 FT M.S.L.

DEPTH TO WATER:

10.81 FT REFERENCE ELEVATION:

=

6.96 FT M.S.L.

TEST NAME:

MW-55-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:00 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-55-24 Data off by 0.969'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-55-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.25 DATE 3/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER 13988 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 9.01 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

18.25 FT M.S.L.

CASING ELEVATION:

17.77 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.48 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:50 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

8.76 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

8.76 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

17.77 FT M.S.L.

DEPTH TO WATER:

8.76 FT REFERENCE ELEVATION:

=

9.01 FT M.S.L.

TEST NAME:

MW-55-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:50 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-55-24 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-55-35 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.25 DATE PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 8.54 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

35.00 FT CONNECTOR GROUND ELEVATION:

18.25 FT M.S.L.

CASING ELEVATION:

17.77 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.48 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:04 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.23 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

9.23 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

17.77 FT M.S.L.

DEPTH TO WATER:

9.23 FT REFERENCE ELEVATION:

=

8.54 FT M.S.L.

TEST NAME:

MW-55-35 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:04 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-55-35 Unable to connect upon arrival. Replace batteries and tried again but unable to connect.

Checked cable connection: loose connection. Tried ten cable connection and was able to connect.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-62-18 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 DATE 2/24/11 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 4859 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION 1.21 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

18.00 FT CONNECTOR GROUND ELEVATION:

14.69 FT M.S.L.

CASING ELEVATION:

12.81 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.88 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

11.60 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

11.600 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER:

11.60 FT REFERENCE ELEVATION:

=

1.21 FT M.S.L.

TEST NAME:

MW-62-18 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-62-18 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID OUT-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 8.20 DATE 3/3/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.89 SERIAL NUMBER 16044 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 1.88 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

8.20 FT M.S.L.

CASING ELEVATION:

11.89 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.69 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:06 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.01 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

10.010 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.891 FT M.S.L.

DEPTH TO WATER:

10.010 FT REFERENCE ELEVATION:

=

1.881 FT M.S.L.

TEST NAME:

OUT-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:06 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

OUT-1 Organic material growing on transducer and cable.

Cleaned organic material off transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-C1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 3/911 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 5548 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.79 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:34 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

13.27 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

13.270 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

13.27 FT REFERENCE ELEVATION:

=

4.790 FT M.S.L.

TEST NAME:

U3-C1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:34 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1 Unable to connect upon arrival. Replace batteries and tried again.

Able to connect to transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-C1-2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 3/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 11949 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.78 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

13.28 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

13.280 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

13.28 FT REFERENCE ELEVATION:

=

4.780 FT M.S.L.

TEST NAME:

U3-C1-2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:18 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1-2 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID U3-4D 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 27.25 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.849 DATE 2/17/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.519 SERIAL NUMBER 14301 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.21 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

27.25 FT CONNECTOR GROUND ELEVATION:

14.849 FT M.S.L.

CASING ELEVATION:

14.519 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.330 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

9:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.31 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

10.310 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.519 FT M.S.L.

DEPTH TO WATER:

10.31 FT REFERENCE ELEVATION:

=

4.209 FT M.S.L.

TEST NAME:

U3-4D PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:15 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-4D TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX B: Q2-2011 TRANSDUCER INSTALLATION LOGS

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 1.57 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

15:07 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

16.93 FT ACTUAL DEPTH:

+

41.314 FT THEORETICAL CABLE LENGTH:

=

58.244 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

16.93 FT REFERENCE ELEVATION:

=

1.57 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

15:07 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 Replaced transducer; moved from MW-57-45.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID I-2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.23 SERIAL NUMBER 11998 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 53.02 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.40 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:15 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

29.21 FT ACTUAL DEPTH:

+

9.816 FT THEORETICAL CABLE LENGTH:

=

39.026 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.23 FT M.S.L.

DEPTH TO WATER:

29.21 FT REFERENCE ELEVATION:

=

53.02 FT M.S.L.

TEST NAME:

I-2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:15 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2 Replaced batteries.

DTB =40.40' TOC.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID I-2n 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.23 SERIAL NUMBER 16587 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 53.02 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.40 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:15 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

29.21 FT ACTUAL DEPTH:

+

9.816 FT THEORETICAL CABLE LENGTH:

=

39.026 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.23 FT M.S.L.

DEPTH TO WATER:

29.21 FT REFERENCE ELEVATION:

=

53.02 FT M.S.L.

TEST NAME:

I-2n PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:25 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2n Replaced batteries.

DTB =40.40' TOC.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-36-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 54.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 11.799 DATE 4/28/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.598 SERIAL NUMBER 5376 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.26 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

11.799 FT M.S.L.

CASING ELEVATION:

11.598 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.201 FT GROUND FT SURFACE TIME OF MEASUREMENT:

13:04 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.34 FT ACTUAL DEPTH:

+

13.785 FT THEORETICAL CABLE LENGTH:

=

18.125 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.598 FT M.S.L.

DEPTH TO WATER:

4.34 FT REFERENCE ELEVATION:

=

7.258 FT M.S.L.

TEST NAME:

MW-36-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:09 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-36-24 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-36-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 54.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 11.799 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.598 SERIAL NUMBER 5376 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.50 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

11.799 FT M.S.L.

CASING ELEVATION:

11.598 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.201 FT GROUND FT SURFACE TIME OF MEASUREMENT:

11:24 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.10 FT ACTUAL DEPTH:

+

15.227 FT THEORETICAL CABLE LENGTH:

=

19.327 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.598 FT M.S.L.

DEPTH TO WATER:

4.10 FT REFERENCE ELEVATION:

=

7.498 FT M.S.L.

TEST NAME:

MW-36-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:24 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-36-24 DTB = 24.22.

Replaced batteries.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-37-22 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.852 SERIAL NUMBER 6753 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT)

5.89 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

22.00 FT CONNECTOR GROUND ELEVATION:

15.021 FT M.S.L.

CASING ELEVATION:

14.852 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.17 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:22 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

8.96 FT ACTUAL DEPTH:

+

12.91 FT THEORETICAL CABLE LENGTH:

=

21.87 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.852

FT M.S.L.

DEPTH TO WATER:

8.96 FT REFERENCE ELEVATION:

=

5.892

FT M.S.L.

TEST NAME:

MW37-22 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:22 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-37-22 DTB = 22.21' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-37-32 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.791 SERIAL NUMBER 6100 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.86 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

32.00 FT CONNECTOR GROUND ELEVATION:

15.021 FT M.S.L.

CASING ELEVATION:

14.791 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.230 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:30 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

8.93 FT ACTUAL DEPTH:

+

15.593 FT THEORETICAL CABLE LENGTH:

=

24.523 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.791 FT M.S.L.

DEPTH TO WATER:

8.93 FT REFERENCE ELEVATION:

=

5.861 FT M.S.L.

TEST NAME:

MW-37-32 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:30 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-37-32 DTB = 31.99' TOC.

Replaced Batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-37-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.852 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT)

7.81 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

15.021 FT M.S.L.

CASING ELEVATION:

14.852 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.169 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:53 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

7.04

FT ACTUAL DEPTH:

+

32.392 FT THEORETICAL CABLE LENGTH:

=

39.432 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.852 FT M.S.L.

DEPTH TO WATER:

7.04

FT REFERENCE ELEVATION:

=

7.812

FT M.S.L.

TEST NAME:

MW-37-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:53 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-37-40 DTB = 41.20' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-37-57 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.788 SERIAL NUMBER 11802 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.04 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

56.50 FT CONNECTOR GROUND ELEVATION:

15.021 FT M.S.L.

CASING ELEVATION:

14.788 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.233 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:03 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

7.75 FT ACTUAL DEPTH:

+

42.879 FT THEORETICAL CABLE LENGTH:

=

50.629 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.788 FT M.S.L.

DEPTH TO WATER:

7.75 FT REFERENCE ELEVATION:

=

7.038 FT M.S.L.

TEST NAME:

MW-37-57 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:03 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-37-57 DTB = 56.44' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-38 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 40.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.342 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 13.999 SERIAL NUMBER 4386 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.28 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

39.02 FT CONNECTOR GROUND ELEVATION:

14.342 FT M.S.L.

CASING ELEVATION:

13.999 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.34 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:38 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.71 FT ACTUAL DEPTH:

+

28.229 FT THEORETICAL CABLE LENGTH:

=

37.939 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

13.990 FT M.S.L.

DEPTH TO WATER:

9.71 FT REFERENCE ELEVATION:

=

4.280 FT M.S.L.

TEST NAME:

MW-38 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:42 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-38 Batteries dead upon arrival; some moisture on dead batteries but still working.

Replaced batteries and able to connect; downloaded data.

DTB = 39.45'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 4/20/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6321 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 34.61 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:33 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

19.52 FT ACTUAL DEPTH:

+

65.433 FT THEORETICAL CABLE LENGTH:

=

84.953 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

19.52 FT REFERENCE ELEVATION:

=

34.61 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:48 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 Transducer off by 3.752'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6321 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 32.61 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:32 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

21.52 FT ACTUAL DEPTH:

+

64.212 FT THEORETICAL CABLE LENGTH:

=

85.732 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

21.52 FT REFERENCE ELEVATION:

=

32.61 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:36 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 DTB = 40.89'.

Transducer off by -1.238.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-41-63 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 5977 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 29.00 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

63.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

25.13 FT ACTUAL DEPTH:

+

16.158 FT THEORETICAL CABLE LENGTH:

=

41.288 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

25.13 FT REFERENCE ELEVATION:

=

29.00 FT M.S.L.

TEST NAME:

MW-41-63 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:51 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-63 DTB = 62.29.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW42-78 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 80.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 69.714 DATE 4/21/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.524 SERIAL NUMBER 16626 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 37.08 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

78.00 FT CONNECTOR GROUND ELEVATION:

69.71 FT M.S.L.

CASING ELEVATION:

69.52 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.19 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:47 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

32.44 FT ACTUAL DEPTH:

+

45.180 FT THEORETICAL CABLE LENGTH:

=

77.620 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.524 FT M.S.L.

DEPTH TO WATER:

32.44 FT REFERENCE ELEVATION:

=

37.084 FT M.S.L.

TEST NAME:

MW42-78 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:51 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-42-78 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW42-78 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 80.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 69.714 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.524 SERIAL NUMBER 16626 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 36.23 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

78.00 FT CONNECTOR GROUND ELEVATION:

69.71 FT M.S.L.

CASING ELEVATION:

69.52 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.19 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:50 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

33.29 FT ACTUAL DEPTH:

+

44.047 FT THEORETICAL CABLE LENGTH:

=

77.337 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.524 FT M.S.L.

DEPTH TO WATER:

33.29 FT REFERENCE ELEVATION:

=

36.234 FT M.S.L.

TEST NAME:

MW42-78 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:54 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-42-78 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-43-28 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.760 DATE 4/21/11 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.45 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR GROUND ELEVATION:

48.760 FT M.S.L.

CASING ELEVATION:

48.021 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:33 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.57 FT ACTUAL DEPTH:

+

17.996 FT THEORETICAL CABLE LENGTH:

=

32.566 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

48.021 FT M.S.L.

DEPTH TO WATER:

14.57 FT REFERENCE ELEVATION:

=

33.451 FT M.S.L.

TEST NAME:

MW-43-28 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:33 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-28 Transducer was off by 7.639'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-43-28 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.760 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 32.77 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR GROUND ELEVATION:

48.760 FT M.S.L.

CASING ELEVATION:

48.021 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

15:25 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

15.25 FT ACTUAL DEPTH:

+

36.522 FT THEORETICAL CABLE LENGTH:

=

51.772 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

48.021 FT M.S.L.

DEPTH TO WATER:

15.25 FT REFERENCE ELEVATION:

=

32.771 FT M.S.L.

TEST NAME:

MW-43-28 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

15:25 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-28 DTB = 28.38'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-43-62 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.761 DATE 4/21/11 PSI CAPACITY 30 CASING ELEVATION (FT) 47.821 SERIAL NUMBER 16236 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 32.54 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

63.00 FT CONNECTOR GROUND ELEVATION:

48.761 FT M.S.L.

CASING ELEVATION:

47.821 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.940 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:49 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

15.28 FT ACTUAL DEPTH:

+

37.184 FT THEORETICAL CABLE LENGTH:

=

52.464 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

47.821 FT M.S.L.

DEPTH TO WATER:

15.28 FT REFERENCE ELEVATION:

=

32.541 FT M.S.L.

TEST NAME:

MW-43-62 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:50 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-62 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-43-62 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.761 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 47.821 SERIAL NUMBER 16236 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 32.17 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

63.00 FT CONNECTOR GROUND ELEVATION:

48.761 FT M.S.L.

CASING ELEVATION:

47.821 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.940 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:30 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

15.65 FT ACTUAL DEPTH:

+

36.682 FT THEORETICAL CABLE LENGTH:

=

52.332 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

47.821 FT M.S.L.

DEPTH TO WATER:

15.65 FT REFERENCE ELEVATION:

=

32.171 FT M.S.L.

TEST NAME:

MW-43-62 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:30 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-62 DTB = 62.98'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-44-67 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 105.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 93.02 SERIAL NUMBER 16108 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.66 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

67.00 FT CONNECTOR GROUND ELEVATION:

93.52 FT M.S.L.

CASING ELEVATION:

93.02 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

0.50 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:44 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

59.36 FT ACTUAL DEPTH:

+

33.620 FT THEORETICAL CABLE LENGTH:

=

92.980 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

93.02 FT M.S.L.

DEPTH TO WATER:

59.36 FT REFERENCE ELEVATION:

=

33.66 FT M.S.L.

TEST NAME:

MW-44-67 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:44 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-44-67 DTB = 66.50'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-44-102 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 102.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 93.09 SERIAL NUMBER 15940 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 26.48 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

102.00 FT CONNECTOR GROUND ELEVATION:

93.52 FT M.S.L.

CASING ELEVATION:

93.09 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.43 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:23 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

66.61 FT ACTUAL DEPTH:

+

32.025 FT THEORETICAL CABLE LENGTH:

=

98.635 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

93.09 FT M.S.L.

DEPTH TO WATER:

66.61 FT REFERENCE ELEVATION:

=

26.48 FT M.S.L.

TEST NAME:

MW-44-102 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:23 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-44-102 DTB = 102.16'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-45-42 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 65.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 53.66 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 53.20 SERIAL NUMBER 6082 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 29.83 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

42.00 FT CONNECTOR GROUND ELEVATION:

53.66 FT M.S.L.

CASING ELEVATION:

53.20 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.46 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:43 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

23.37 FT ACTUAL DEPTH:

+

17.557 FT THEORETICAL CABLE LENGTH:

=

40.927 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

53.20 FT M.S.L.

DEPTH TO WATER:

23.37 FT REFERENCE ELEVATION:

=

29.83 FT M.S.L.

TEST NAME:

MW-45-42 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:45 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-45-42 DTB = 41.83'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-45-61 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 53.662 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 53.217 SERIAL NUMBER 16930 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 29.34 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

61.00 FT CONNECTOR GROUND ELEVATION:

53.662 FT M.S.L.

CASING ELEVATION:

53.217 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.45 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:57 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

23.880 FT ACTUAL DEPTH:

+

41.338 FT THEORETICAL CABLE LENGTH:

=

65.218 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

53.217 FT M.S.L.

DEPTH TO WATER:

23.88 FT REFERENCE ELEVATION:

=

29.337 FT M.S.L.

TEST NAME:

MW-45-61 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:00 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-45-61 DTB = 61.23'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-46 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 30.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.08 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 16.97 SERIAL NUMBER 4424 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 12.72 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

29.82 FT CONNECTOR GROUND ELEVATION:

18.08 FT M.S.L.

CASING ELEVATION:

16.97 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

DISTANCE FROM CASING TO GROUND (+ OR -):

-1.11 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:50 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.25 FT ACTUAL DEPTH:

+

12.71 FT THEORETICAL CABLE LENGTH:

=

16.96 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

16.97 FT M.S.L.

DEPTH TO WATER:

4.25 FT REFERENCE ELEVATION:

=

12.72 FT M.S.L.

TEST NAME:

MW-46 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:50 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-46 DTB = 29.54' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-47-80 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 80.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.32 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.742 SERIAL NUMBER 9445 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 24.83 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

80.00 FT CONNECTOR GROUND ELEVATION:

70.32 FT M.S.L.

CASING ELEVATION:

69.742 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.58 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

08:58 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

44.91 FT ACTUAL DEPTH:

+

6.141 FT THEORETICAL CABLE LENGTH:

=

51.051 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.742 FT M.S.L.

DEPTH TO WATER:

44.91 FT REFERENCE ELEVATION:

=

24.832 FT M.S.L.

TEST NAME:

MW-47-80 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

08:58 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-47-80 DTB = 80.15'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-49-26 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 26.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.650 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.171 SERIAL NUMBER 11948 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 2.17 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

26.00 FT CONNECTOR GROUND ELEVATION:

14.650 FT M.S.L.

CASING ELEVATION:

14.171 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.48 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:06 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

12.00 FT ACTUAL DEPTH:

+

12.525 FT THEORETICAL CABLE LENGTH:

=

24.525 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.17 FT M.S.L.

DEPTH TO WATER:

12.00 FT REFERENCE ELEVATION:

=

2.17 FT M.S.L.

TEST NAME:

MW-49-26 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:06 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-49-26 DTB = 25.96'.

Replaced Batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW49-42 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 66.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.650 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.223 SERIAL NUMBER 5395 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 2.16 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

66.00 FT CONNECTOR GROUND ELEVATION:

14.650 FT M.S.L.

CASING ELEVATION:

14.223 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.43 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

12.06 FT ACTUAL DEPTH:

+

15.450 FT THEORETICAL CABLE LENGTH:

=

27.510 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.223 FT M.S.L.

DEPTH TO WATER:

12.06 FT REFERENCE ELEVATION:

=

2.163 FT M.S.L.

TEST NAME:

MW49-42 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-49-42 DTB = 42.03'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-49-65 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 66.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.650 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.457 SERIAL NUMBER 15847 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 2.34 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.50 FT CONNECTOR GROUND ELEVATION:

14.650 FT M.S.L.

CASING ELEVATION:

14.457 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.19 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:23 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

12.12 FT ACTUAL DEPTH:

+

13.78 FT THEORETICAL CABLE LENGTH:

=

25.90 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.457 FT M.S.L.

DEPTH TO WATER:

12.12 FT REFERENCE ELEVATION:

=

2.337 FT M.S.L.

TEST NAME:

MW-49-65 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:23 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-49-65 DTB = 65.56'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-50-66 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.92 DATE 5/3/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.61 SERIAL NUMBER 14459 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.72 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.75 FT CONNECTOR GROUND ELEVATION:

14.92 FT M.S.L.

CASING ELEVATION:

14.61 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:58 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.89 FT ACTUAL DEPTH:

+

89.503 FT THEORETICAL CABLE LENGTH:

=

99.393 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.614 FT M.S.L.

DEPTH TO WATER:

9.89 FT REFERENCE ELEVATION:

=

4.724 FT M.S.L.

TEST NAME:

MW-50-66 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:59 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-50-66 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-50-66 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.92 DATE 5/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.61 SERIAL NUMBER 14459 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.48 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.75 FT CONNECTOR GROUND ELEVATION:

14.92 FT M.S.L.

CASING ELEVATION:

14.61 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.13 FT ACTUAL DEPTH:

+

89.892 FT THEORETICAL CABLE LENGTH:

=

99.022 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.614 FT M.S.L.

DEPTH TO WATER:

9.13 FT REFERENCE ELEVATION:

=

5.484 FT M.S.L.

TEST NAME:

MW-50-66 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:48 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-50-66 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 65.74' TOC.

Replaced batteries.

Client WELL ID MW-52-11 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 12.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 16.77 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 16.28 SERIAL NUMBER 14150 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 8.13 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

11.00 FT CONNECTOR GROUND ELEVATION:

16.77 FT M.S.L.

CASING ELEVATION:

16.28 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.49 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:23 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

8.15 FT ACTUAL DEPTH:

+

1.748 FT THEORETICAL CABLE LENGTH:

=

9.90 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

16.28 FT M.S.L.

DEPTH TO WATER:

8.15 FT REFERENCE ELEVATION:

=

8.13 FT M.S.L.

TEST NAME:

MW-52-12 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:23 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-52-11 Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-53-82 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 124.70 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.26 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.93 SERIAL NUMBER 11897 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 11.01 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

82.00 FT CONNECTOR GROUND ELEVATION:

70.26 FT M.S.L.

CASING ELEVATION:

69.93 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.33 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

58.92 FT ACTUAL DEPTH:

+

22.828 FT THEORETICAL CABLE LENGTH:

=

81.748 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.93 FT M.S.L.

DEPTH TO WATER:

58.92 FT REFERENCE ELEVATION:

=

11.01 FT M.S.L.

TEST NAME:

MW-53-82 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-53-82 DTB = 82.91'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-53-120 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 124.70 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.260 DATE 5/9/11 PSI CAPACITY 30 CASING ELEVATION (FT) 70.190 SERIAL NUMBER 6097 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 10.61 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

120.00 FT CONNECTOR GROUND ELEVATION:

70.260 FT M.S.L.

CASING ELEVATION:

70.190 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.07 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:12 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

59.58 FT ACTUAL DEPTH:

+

57.803 FT THEORETICAL CABLE LENGTH:

=

117.383 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

70.190 FT M.S.L.

DEPTH TO WATER:

59.58 FT REFERENCE ELEVATION:

=

10.61 FT M.S.L.

TEST NAME:

MW53-120 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:12 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-53-120 DTB = 119.25' TOC/

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-56-53 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.26 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.32 SERIAL NUMBER 16499 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 24.16 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

53.00 FT CONNECTOR GROUND ELEVATION:

70.26 FT M.S.L.

CASING ELEVATION:

69.32 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.94 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:19 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

45.16 FT ACTUAL DEPTH:

+

-18.867 FT THEORETICAL CABLE LENGTH:

=

26.293 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.32 FT M.S.L.

DEPTH TO WATER:

45.16 FT REFERENCE ELEVATION:

=

24.16 FT M.S.L.

TEST NAME:

MW-56-53 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:20 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-56-53 DTB = 53.48; unable to connect prior to replacing batteries.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-56-83 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.258 DATE 4/27/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.207 SERIAL NUMBER 16394 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 25.78 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

83.00 FT CONNECTOR GROUND ELEVATION:

70.258 FT M.S.L.

CASING ELEVATION:

69.207 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.05 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:40 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

43.43 FT ACTUAL DEPTH:

+

40.079 FT THEORETICAL CABLE LENGTH:

=

83.509 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.207 FT M.S.L.

DEPTH TO WATER:

43.43 FT REFERENCE ELEVATION:

=

25.777 FT M.S.L.

TEST NAME:

MW-56-83 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:43 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-56-83 Transducer was off by -5.158' before resetting.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-56-83 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.258 DATE 5/10/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.207 SERIAL NUMBER 16394 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 23.35 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

83.00 FT CONNECTOR GROUND ELEVATION:

70.258 FT M.S.L.

CASING ELEVATION:

69.207 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.05 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:44 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

45.86 FT ACTUAL DEPTH:

+

37.667 FT THEORETICAL CABLE LENGTH:

=

83.527 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.207 FT M.S.L.

DEPTH TO WATER:

45.86 FT REFERENCE ELEVATION:

=

23.347 FT M.S.L.

TEST NAME:

MW-56-83 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:04 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-56-83 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 82.93'.

Replaced batteries.

Client WELL ID MW-57-11 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 46.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.98 DATE 5/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.73 SERIAL NUMBER 16389 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 10.33 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

11.00 FT CONNECTOR GROUND ELEVATION:

14.98 FT M.S.L.

CASING ELEVATION:

14.73 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.25 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:11 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.40 FT ACTUAL DEPTH:

+

39.946 FT THEORETICAL CABLE LENGTH:

=

44.346 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.73 FT M.S.L.

DEPTH TO WATER:

4.40 FT REFERENCE ELEVATION:

=

10.33 FT M.S.L.

TEST NAME:

MW-57-11 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:11 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-57-11 DTB = 11.06' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-58-26 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 72.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.57 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.23 SERIAL NUMBER 3114 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.17 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

26.00 FT CONNECTOR GROUND ELEVATION:

14.57 FT M.S.L.

CASING ELEVATION:

14.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.34 FT GROUND FT SURFACE TIME OF MEASUREMENT:

13:11 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

7.06 FT ACTUAL DEPTH:

+

17.937 FT THEORETICAL CABLE LENGTH:

=

24.997 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.23 FT M.S.L.

DEPTH TO WATER:

7.06 FT REFERENCE ELEVATION:

=

7.17 FT M.S.L.

TEST NAME:

MW-58-26 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:11 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-58-26 DTB = 25.93'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-58-65 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 72.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.57 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.25 SERIAL NUMBER 5619 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 6.96 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.00 FT CONNECTOR GROUND ELEVATION:

14.57 FT M.S.L.

CASING ELEVATION:

14.25 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.32 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:38 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

7.29 FT ACTUAL DEPTH:

+

6.966 FT THEORETICAL CABLE LENGTH:

=

14.256 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.25 FT M.S.L.

DEPTH TO WATER:

7.29 FT REFERENCE ELEVATION:

=

6.96 FT M.S.L.

TEST NAME:

MW-58-65 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:38 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-58-65 DTB = 64.67'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-62-18 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 DATE 4/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 4859 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION 2.90 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

18.00 FT CONNECTOR GROUND ELEVATION:

14.69 FT M.S.L.

CASING ELEVATION:

12.81 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.88 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.91 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

9.910 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER:

9.91 FT REFERENCE ELEVATION:

=

2.90 FT M.S.L.

TEST NAME:

MW-62-18 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:58 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-62-18 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-62-18 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 4859 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION 0.88 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

18.00 FT CONNECTOR GROUND ELEVATION:

14.69 FT M.S.L.

CASING ELEVATION:

12.81 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.88 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:18 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

11.93 FT ACTUAL DEPTH:

+

4.511 FT THEORETICAL CABLE LENGTH:

=

16.441 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER:

11.93 FT REFERENCE ELEVATION:

=

0.88 FT M.S.L.

TEST NAME:

MW-62-18 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:18 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-62-18 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 17.3' TOC.

Replaced batteries.

Client WELL ID MW-62-37 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 5441 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION

1.44 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

38.00 FT CONNECTOR GROUND ELEVATION:

14.69 FT M.S.L.

CASING ELEVATION:

12.81 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.88 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:54 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

11.37 FT ACTUAL DEPTH:

+

11.259 FT THEORETICAL CABLE LENGTH:

=

22.629 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER:

11.37 FT REFERENCE ELEVATION:

=

1.44 FT M.S.L.

TEST NAME:

MW-62-37 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:54 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-62-37 DTB = 36.02'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-63-18 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 35.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.18 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 13.06 SERIAL NUMBER 16104 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION 2.68 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

18.00 FT CONNECTOR GROUND ELEVATION:

14.18 FT M.S.L.

CASING ELEVATION:

13.06 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.12 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:03 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.38 FT ACTUAL DEPTH:

+

6.816 FT THEORETICAL CABLE LENGTH:

=

17.196 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

13.06 FT M.S.L.

DEPTH TO WATER:

10.38 FT REFERENCE ELEVATION:

=

2.68 FT M.S.L.

TEST NAME:

MW-63-18 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:03 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-63-18 DTB = 17.50' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-63-35 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 35.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.18 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 13.06 SERIAL NUMBER 5359 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION 2.62 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

34.00 FT CONNECTOR GROUND ELEVATION:

14.18 FT M.S.L.

CASING ELEVATION:

13.06 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.12 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:19 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.44 FT ACTUAL DEPTH:

+

14.226 FT THEORETICAL CABLE LENGTH:

=

24.666 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

13.06 FT M.S.L.

DEPTH TO WATER:

10.44 FT REFERENCE ELEVATION:

=

2.62 FT M.S.L.

TEST NAME:

MW-63-34 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:19 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-63-35 DTB = 34.05' TOC.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-66-21 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 37.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.122 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 13.407 SERIAL NUMBER 15849 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 1.52 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

21.00 FT CONNECTOR GROUND ELEVATION:

14.122 FT M.S.L.

CASING ELEVATION:

13.407 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.72 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

12:07 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

11.89 FT ACTUAL DEPTH:

+

8.673 FT THEORETICAL CABLE LENGTH:

=

20.56 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

13.407 FT M.S.L.

DEPTH TO WATER:

11.89 FT REFERENCE ELEVATION:

=

1.517 FT M.S.L.

TEST NAME:

MW-66-21 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:07 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-66-21 DTB = 20.85'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-66-36 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 37.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.122 DATE 5/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 13.364 SERIAL NUMBER 11840 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 1.72 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

36.00 FT CONNECTOR GROUND ELEVATION:

14.122 FT M.S.L.

CASING ELEVATION:

13.364 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.76 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

11:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

11.64 FT ACTUAL DEPTH:

+

12.733 FT THEORETICAL CABLE LENGTH:

=

24.37 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

13.364 FT M.S.L.

DEPTH TO WATER:

11.64 FT REFERENCE ELEVATION:

=

1.724 FT M.S.L.

TEST NAME:

MW-66-36 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-66-36 DTB = 36.24'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-107 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 37.90 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 140.061 DATE 5/2/11 PSI CAPACITY 30 CASING ELEVATION (FT) 142.757 SERIAL NUMBER 5746 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 120.78 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

37.90 FT CONNECTOR GROUND ELEVATION:

140.061 FT M.S.L.

CASING ELEVATION:

142.757 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

2.696 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

08:07 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

21.98 FT ACTUAL DEPTH:

+

-6.703 FT THEORETICAL CABLE LENGTH:

=

15.277 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

142.757 FT M.S.L.

DEPTH TO WATER:

21.98 FT REFERENCE ELEVATION:

=

120.777 FT M.S.L.

TEST NAME:

MW-107 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

08:14 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-107 Transducer off by +26.549' actual depth was -6.703 after resetting transducer.

Note: rechecked calculations and still same result; bad transducer?

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-107 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 37.90 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 140.061 DATE 5/17/11 PSI CAPACITY 30 CASING ELEVATION (FT) 142.757 SERIAL NUMBER 5746 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 120.82 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

37.90 FT CONNECTOR GROUND ELEVATION:

140.061 FT M.S.L.

CASING ELEVATION:

142.757 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

2.696 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:43 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

21.94 FT ACTUAL DEPTH:

+

-6.700 FT THEORETICAL CABLE LENGTH:

=

15.240 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

142.757 FT M.S.L.

DEPTH TO WATER:

21.94 FT REFERENCE ELEVATION:

=

120.817 FT M.S.L.

TEST NAME:

MW-107 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:43 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-107 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 38.29'; TOC.

Replaced batteries.

Client WELL ID MW-108 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 11.90 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.48 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.23 SERIAL NUMBER 20738 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 9.44 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

11.60 FT CONNECTOR GROUND ELEVATION:

14.48 FT M.S.L.

CASING ELEVATION:

14.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.25 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

4.79 FT ACTUAL DEPTH:

+

6.390 FT THEORETICAL CABLE LENGTH:

=

11.18 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.23 FT M.S.L.

DEPTH TO WATER:

4.79 FT REFERENCE ELEVATION:

=

9.44 FT M.S.L.

TEST NAME:

MW-108 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-108 DTB = 11.36'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID OUT-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 8.20 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.89 SERIAL NUMBER 16044 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.45 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

8.20 FT M.S.L.

CASING ELEVATION:

11.89 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.69 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:08 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

6.44 FT ACTUAL DEPTH:

+

49.557 FT THEORETICAL CABLE LENGTH:

=

55.997 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.891 FT M.S.L.

DEPTH TO WATER:

6.440 FT REFERENCE ELEVATION:

=

5.451 FT M.S.L.

TEST NAME:

OUT-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:08 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

OUT-1 Replaced batteries.

Little organic build up on transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U1CSS 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.088 DATE 5/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 20.073 SERIAL NUMBER 13911 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 18.63 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.088 FT M.S.L.

CASING ELEVATION:

20.073 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

4.985 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

1.44 FT ACTUAL DEPTH:

+

12.735 FT THEORETICAL CABLE LENGTH:

=

14.175 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

20.073 FT M.S.L.

DEPTH TO WATER:

1.44 FT REFERENCE ELEVATION:

=

18.633 FT M.S.L.

TEST NAME:

U1CSS PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:56 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U1CSS TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U1CSS 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.088 DATE 5/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 20.073 SERIAL NUMBER 13911 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 14.37 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.088 FT M.S.L.

CASING ELEVATION:

20.073 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

4.985 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

5.70 FT ACTUAL DEPTH:

+

8.481 FT THEORETICAL CABLE LENGTH:

=

14.181 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

20.073 FT M.S.L.

DEPTH TO WATER:

5.70 FT REFERENCE ELEVATION:

=

14.373 FT M.S.L.

TEST NAME:

U1CSS PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U1CSS TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 15.05'.

Replaced batteries.

Client WELL ID U3-C1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 5548 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 3.62 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:55 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.44 FT ACTUAL DEPTH:

+

14.931 FT THEORETICAL CABLE LENGTH:

=

29.371 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

14.44 FT REFERENCE ELEVATION:

=

3.620 FT M.S.L.

TEST NAME:

U3-C1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:55 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1 DTB =

Replaced batteries.

Some organic build up on transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-C1-2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 11949 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 3.53 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:05 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.53 FT ACTUAL DEPTH:

+

-15.643 FT THEORETICAL CABLE LENGTH:

=

-1.113 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

14.53 FT REFERENCE ELEVATION:

=

3.530 FT M.S.L.

TEST NAME:

U3-C1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:05 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS Replaced batteries.

Some organic build up on transducer.

Client WELL ID U3-3 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 14.15 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.849 DATE 5/17/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.599 SERIAL NUMBER 4318 CASING DIAMETER (INCH) 6 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 7.92 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

14.15 FT CONNECTOR GROUND ELEVATION:

14.849 FT M.S.L.

CASING ELEVATION:

14.599 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.250 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:31 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

6.68 FT ACTUAL DEPTH:

+

10.041 FT THEORETICAL CABLE LENGTH:

=

16.721 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.599 FT M.S.L.

DEPTH TO WATER:

6.68 FT REFERENCE ELEVATION:

=

7.919 FT M.S.L.

TEST NAME:

U3-3 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:31 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U-3-3 DTB = 14.30'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-4D 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 27.25 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.849 DATE 5/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.519 SERIAL NUMBER 14301 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.00 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

27.25 FT CONNECTOR GROUND ELEVATION:

14.849 FT M.S.L.

CASING ELEVATION:

14.519 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.330 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:25 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.52 FT ACTUAL DEPTH:

+

51.911 FT THEORETICAL CABLE LENGTH:

=

61.431 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.519 FT M.S.L.

DEPTH TO WATER:

9.52 FT REFERENCE ELEVATION:

=

4.999 FT M.S.L.

TEST NAME:

U3-4D PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:25 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-4D DTB = 26.85'.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-T1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 2.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 3.267 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 8.518 SERIAL NUMBER 3062 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.26 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

2.00 FT CONNECTOR GROUND ELEVATION:

3.267 FT M.S.L.

CASING ELEVATION:

8.518 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

5.251 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:55 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

3.26 FT ACTUAL DEPTH:

+

3.758 FT THEORETICAL CABLE LENGTH:

=

7.018 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

8.518 FT M.S.L.

DEPTH TO WATER:

3.26 FT REFERENCE ELEVATION:

=

5.258 FT M.S.L.

TEST NAME:

U3-T1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:55 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U-3-T1 DTB = 6.88' TOC.

Replaced batteries.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-T2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 2.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 3.259 DATE 5/6/11 PSI CAPACITY 30 CASING ELEVATION (FT) 8.512 SERIAL NUMBER 16240 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 2.20 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

2.00 FT CONNECTOR GROUND ELEVATION:

3.259 FT M.S.L.

CASING ELEVATION:

8.512 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

5.253 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:05 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

6.31 FT ACTUAL DEPTH:

+

2.866 FT THEORETICAL CABLE LENGTH:

=

9.176 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

8.512 FT M.S.L.

DEPTH TO WATER:

6.31 FT REFERENCE ELEVATION:

=

2.202 FT M.S.L.

TEST NAME:

U3-T2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:09 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-T2 Transducer was off by -2.583'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-T2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 2.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 3.259 DATE 5/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 8.512 SERIAL NUMBER 16240 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 5.43 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

2.00 FT CONNECTOR GROUND ELEVATION:

3.259 FT M.S.L.

CASING ELEVATION:

8.512 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

5.253 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:42 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

3.08 FT ACTUAL DEPTH:

+

3.602 FT THEORETICAL CABLE LENGTH:

=

6.682 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

8.512 FT M.S.L.

DEPTH TO WATER:

3.08 FT REFERENCE ELEVATION:

=

5.432 FT M.S.L.

TEST NAME:

U3-T2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:42 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-T2 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS DTB = 6.81' TOC.

Replaced batteries.

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX B: Q3-2011 TRANSDUCER INSTALLATION LOGS

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 8/17/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT)

-0.31 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

08:25 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

18.81 FT ACTUAL DEPTH:

+

45.400 FT THEORETICAL CABLE LENGTH:

=

64.210 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

18.81 FT REFERENCE ELEVATION:

=

-0.31 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

08:25 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 Off by 6.121'; heavy organic build up on transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 8/19/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 2.96 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

15:26 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

15.54 FT ACTUAL DEPTH:

+

39.953

FT THEORETICAL CABLE LENGTH:

=

55.493 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

15.54 FT REFERENCE ELEVATION:

=

2.96 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

15:26 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 Transducer set at ~21' from TOC.

Most likely transducer is a non-venting transducer installed on a venting cable. Actual depth is erroneous.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 8/23/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.78 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

09:03 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

17.72 FT ACTUAL DEPTH:

+

37.295

FT THEORETICAL CABLE LENGTH:

=

55.015 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

17.72 FT REFERENCE ELEVATION:

=

0.78 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:03 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 9/6/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.27 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

10:42 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

18.23 FT ACTUAL DEPTH:

+

38.522

FT THEORETICAL CABLE LENGTH:

=

56.752 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

18.23 FT REFERENCE ELEVATION:

=

0.27 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:42 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 Extended drop pipe PVC casing by 5'. Total length = 24.25' TOC.

Transducer reading off by 1.79' prior to lengthening drop pipe and reinstallation.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID HR-1 #2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 8/22/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.28 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

08:58 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

18.22 FT ACTUAL DEPTH:

+

3.195

FT THEORETICAL CABLE LENGTH:

=

21.415 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

18.22 FT REFERENCE ELEVATION:

=

0.28 FT M.S.L.

TEST NAME:

HR-1 #2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

08:58 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 #2 Installed transducer at 22' from TOC.

Pulled transducer from MW-37-40 for installation at HR-1 #2.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID HR-1 #2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 8/23/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.62 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

09:13 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

17.88 FT ACTUAL DEPTH:

+

1.666

FT THEORETICAL CABLE LENGTH:

=

19.546 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

17.88 FT REFERENCE ELEVATION:

=

0.62 FT M.S.L.

TEST NAME:

HR-1 #2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:13 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 #2 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID HR-1 #2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 9/6/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.29 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

10:37 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

18.21 FT ACTUAL DEPTH:

+

3.321

FT THEORETICAL CABLE LENGTH:

=

21.531 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

18.21 FT REFERENCE ELEVATION:

=

0.29 FT M.S.L.

TEST NAME:

HR-1 #2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:37 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 #2 Extended drop pipe PVC casing by 5'. Total length = 24.25' TOC.

Transducer reading off by 2.423' prior to lengthening drop pipe and reinstallation.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-36-24 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 54.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 11.799 DATE 8/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.598 SERIAL NUMBER 5376 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 8.12 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

24.00 FT CONNECTOR GROUND ELEVATION:

11.799 FT M.S.L.

CASING ELEVATION:

11.598 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.201 FT GROUND FT SURFACE TIME OF MEASUREMENT:

11:42 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

3.48 FT ACTUAL DEPTH:

+

21.376 FT THEORETICAL CABLE LENGTH:

=

24.856 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.598 FT M.S.L.

DEPTH TO WATER:

3.48 FT REFERENCE ELEVATION:

=

8.118 FT M.S.L.

TEST NAME:

MW-36-24 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:44 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-36-24 Transducer off by -5.50'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-37-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 8/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.852 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT)

7.07 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

15.021 FT M.S.L.

CASING ELEVATION:

14.852 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.169 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:11 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

7.78

FT ACTUAL DEPTH:

+

31.909 FT THEORETICAL CABLE LENGTH:

=

39.691 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.852 FT M.S.L.

DEPTH TO WATER:

7.78

FT REFERENCE ELEVATION:

=

7.070

FT M.S.L.

TEST NAME:

MW-37-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:11 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-37-40 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 7/15/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6321 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.13 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:40 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

21.00 FT ACTUAL DEPTH:

+

68.874 FT THEORETICAL CABLE LENGTH:

=

89.874 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

21.00 FT REFERENCE ELEVATION:

=

33.13 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:40 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 8/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6321 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.48 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:15 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

20.65 FT ACTUAL DEPTH:

+

70.491 FT THEORETICAL CABLE LENGTH:

=

91.141 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

20.65 FT REFERENCE ELEVATION:

=

33.48 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:21 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 Transducer off by -1.273'.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID MW-43-28 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.760 DATE 8/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 48.02 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR GROUND ELEVATION:

48.760 FT M.S.L.

CASING ELEVATION:

48.021 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

0.000 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

48.021 FT M.S.L.

DEPTH TO WATER:

0.00 FT REFERENCE ELEVATION:

=

48.021 FT M.S.L.

TEST NAME:

MW-43-28 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-28 Off by 26.92', last reset transducer was off by 7.639'.

Pulled transducer out of service. Data progressively off.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-43-62 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.761 DATE 8/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 47.821 SERIAL NUMBER 16236 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 31.34 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

63.00 FT CONNECTOR GROUND ELEVATION:

48.761 FT M.S.L.

CASING ELEVATION:

47.821 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.940 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:11 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

16.48 FT ACTUAL DEPTH:

+

36.213 FT THEORETICAL CABLE LENGTH:

=

52.693 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

47.821 FT M.S.L.

DEPTH TO WATER:

16.48 FT REFERENCE ELEVATION:

=

31.341 FT M.S.L.

TEST NAME:

MW-43-62 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:11 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-43-62 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-44-102 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 102.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 8/22/11 PSI CAPACITY 30 CASING ELEVATION (FT) 93.09 SERIAL NUMBER 15940 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 31.70 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

102.00 FT CONNECTOR GROUND ELEVATION:

93.52 FT M.S.L.

CASING ELEVATION:

93.09 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.43 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

61.39 FT ACTUAL DEPTH:

+

37.369 FT THEORETICAL CABLE LENGTH:

=

98.759 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

93.09 FT M.S.L.

DEPTH TO WATER:

61.39 FT REFERENCE ELEVATION:

=

31.70 FT M.S.L.

TEST NAME:

MW-44-102 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:36 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-44-102 Transducer off by +2.532'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-46 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 30.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.08 DATE 7/13/11 PSI CAPACITY 30 CASING ELEVATION (FT) 16.97 SERIAL NUMBER 4424 CASING DIAMETER (INCH) 4 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 13.19 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

29.82 FT CONNECTOR GROUND ELEVATION:

18.08 FT M.S.L.

CASING ELEVATION:

16.97 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

DISTANCE FROM CASING TO GROUND (+ OR -):

-1.11 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:20 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

3.78 FT ACTUAL DEPTH:

+

23.99 FT THEORETICAL CABLE LENGTH:

=

27.77 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

16.97 FT M.S.L.

DEPTH TO WATER:

3.78 FT REFERENCE ELEVATION:

=

13.19 FT M.S.L.

TEST NAME:

MW-46 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:20 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-46 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-50-66 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.92 DATE 9/6/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.61 SERIAL NUMBER 14459 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 10.65 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.75 FT CONNECTOR GROUND ELEVATION:

14.92 FT M.S.L.

CASING ELEVATION:

14.61 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:47 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

3.964 FT ACTUAL DEPTH:

+

88.667 FT THEORETICAL CABLE LENGTH:

=

92.631 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.614 FT M.S.L.

DEPTH TO WATER:

3.96 FT REFERENCE ELEVATION:

=

10.650 FT M.S.L.

TEST NAME:

MW-50-66 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:47 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-50-66 Transducer reading off by 0.314'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-55-54 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.25 DATE 8/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 9.27 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

54.00 FT CONNECTOR GROUND ELEVATION:

18.25 FT M.S.L.

CASING ELEVATION:

17.77 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.48 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:46 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

8.50 FT ACTUAL DEPTH:

+

41.092 FT THEORETICAL CABLE LENGTH:

=

49.59 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

17.77 FT M.S.L.

DEPTH TO WATER:

8.50 FT REFERENCE ELEVATION:

=

9.27 FT M.S.L.

TEST NAME:

MW-55-54 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:46 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-55-54 TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-56-53 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.26 DATE 7/6/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.32 SERIAL NUMBER 16437 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 23.61 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

53.00 FT CONNECTOR GROUND ELEVATION:

70.26 FT M.S.L.

CASING ELEVATION:

69.32 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.94 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

45.71 FT ACTUAL DEPTH:

+

39.640 FT THEORETICAL CABLE LENGTH:

=

85.350 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.32 FT M.S.L.

DEPTH TO WATER:

45.71 FT REFERENCE ELEVATION:

=

23.61 FT M.S.L.

TEST NAME:

MW-56-53 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:00 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-56-53 Reinstalled spare transducer to remedie issues (Serial #16437).

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-57-11 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 46.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.98 DATE 8/19/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.73 SERIAL NUMBER 16389 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 12.06 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

11.00 FT CONNECTOR GROUND ELEVATION:

14.98 FT M.S.L.

CASING ELEVATION:

14.73 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.25 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

08:54 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

2.67 FT ACTUAL DEPTH:

+

41.952 FT THEORETICAL CABLE LENGTH:

=

44.622 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.73 FT M.S.L.

DEPTH TO WATER:

2.67 FT REFERENCE ELEVATION:

=

12.06 FT M.S.L.

TEST NAME:

MW-57-11 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

08:54 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-57-11 Off by -0.314.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-62-37 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 DATE 8/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 5441 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION

2.42 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

38.00 FT CONNECTOR GROUND ELEVATION:

14.69 FT M.S.L.

CASING ELEVATION:

12.81 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.88 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:02 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

10.39 FT ACTUAL DEPTH:

+

12.238 FT THEORETICAL CABLE LENGTH:

=

22.628 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER:

10.39 FT REFERENCE ELEVATION:

=

2.42 FT M.S.L.

TEST NAME:

MW-62-37 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:02 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-62-37 Reset clock on transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID OUT-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 8.20 DATE 8/31/11 PSI CAPACITY 30 CASING ELEVATION (FT) 11.89 SERIAL NUMBER 16044 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 6.68 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

8.20 FT M.S.L.

CASING ELEVATION:

11.89 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.69 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:24 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

5.21 FT ACTUAL DEPTH:

+

49.486 FT THEORETICAL CABLE LENGTH:

=

54.696 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

11.891 FT M.S.L.

DEPTH TO WATER:

5.210 FT REFERENCE ELEVATION:

=

6.681 FT M.S.L.

TEST NAME:

OUT-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:24 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

OUT-1 Transducer off by 0.645'; transducer original set at 18.3' from TOC.

PVC drop pip = 13.8'; transducer reinstalled at 17.25' from TOC.

Some organic build up on transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID TIW-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 77.50 DATE 7/11/11 PSI CAPACITY 30 CASING ELEVATION (FT) 76.583 SERIAL NUMBER 11998 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 49.99 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

25.59 FT CONNECTOR GROUND ELEVATION:

77.50 FT M.S.L.

CASING ELEVATION:

76.583 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

-0.917 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:19 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

26.59 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

26.590 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

76.583 FT M.S.L.

DEPTH TO WATER:

26.59 FT REFERENCE ELEVATION:

=

49.993 FT M.S.L.

TEST NAME:

TIW-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:19 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

TIW-1 Transducer installed. All measurements are from TOC.

TOC is 11" below ground surface. Casing elevation calculated using known ground elevation of 77.50' and measured distance.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID TIW-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 77.50 DATE 9/8/11 PSI CAPACITY 30 CASING ELEVATION (FT) 76.583 SERIAL NUMBER 11998 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 50.48 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

25.59 FT CONNECTOR GROUND ELEVATION:

77.50 FT M.S.L.

CASING ELEVATION:

76.583 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

-0.917 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:05 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

26.10 FT ACTUAL DEPTH:

+

0.080 FT THEORETICAL CABLE LENGTH:

=

26.180 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

76.583 FT M.S.L.

DEPTH TO WATER:

26.10 FT REFERENCE ELEVATION:

=

50.483 FT M.S.L.

TEST NAME:

TIW-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:05 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

TIW-1 Transducer reading off by 0.48'.

Well dry.

Some condensation accumulating on vault lid and dripping into vault.

TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS

Client WELL ID I-2n 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 8/12/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.230 SERIAL NUMBER 16587 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 54.26 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

41.00 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.230 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.310 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:05 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

27.97 FT ACTUAL DEPTH:

+

44.812 FT THEORETICAL CABLE LENGTH:

=

72.782 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.230 FT M.S.L.

DEPTH TO WATER:

27.97 FT REFERENCE ELEVATION:

=

54.260 FT M.S.L.

TEST NAME:

I-2n PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:03 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2n TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS Transducer off by +0.860.

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX B: Q4-2011 TRANSDUCER INSTALLATION LOGS

Client WELL ID HR-1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 12/15/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16642 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 3.90 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

13:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.60 FT ACTUAL DEPTH:

+

-20.912 FT THEORETICAL CABLE LENGTH:

=

-6.312 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

14.60 FT REFERENCE ELEVATION:

=

3.90 FT M.S.L.

TEST NAME:

HR-1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 Transducer reading serverly off. Off by 63.017'.

Transducer reading surface at -59.121'. Consider replacement of transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID HR-1 #2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 12/15/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 3.90 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

FT CONNECTOR GROUND ELEVATION:

14.99 FT M.S.L.

CASING ELEVATION:

18.50 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.50 FT GROUND MEASURED CABLE LENGTH FT SURFACE TIME OF MEASUREMENT:

13:25 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

14.60 FT ACTUAL DEPTH:

+

7.245 FT THEORETICAL CABLE LENGTH:

=

21.845 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.50 FT M.S.L.

DEPTH TO WATER:

14.60 FT REFERENCE ELEVATION:

=

3.896 FT M.S.L.

TEST NAME:

HR-1 #2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:26 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

HR-1 #2 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS Transducer reading off by 0.359'. No organic build up observed on transducer.

Client WELL ID MW-41-40 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 64.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 54.87 DATE 11/28/11 PSI CAPACITY 30 CASING ELEVATION (FT) 54.13 SERIAL NUMBER 6329 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 33.53 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

40.00 FT CONNECTOR GROUND ELEVATION:

54.87 FT M.S.L.

CASING ELEVATION:

54.13 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.74 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

12:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

20.60 FT ACTUAL DEPTH:

+

77.960 FT THEORETICAL CABLE LENGTH:

=

98.560 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

54.13 FT M.S.L.

DEPTH TO WATER:

20.60 FT REFERENCE ELEVATION:

=

33.53 FT M.S.L.

TEST NAME:

MW-41-40 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-41-40 Transducer reading off by 5.495'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-44-102 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 102.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 12/1/11 PSI CAPACITY 30 CASING ELEVATION (FT) 93.09 SERIAL NUMBER 15940 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 28.65 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

102.00 FT CONNECTOR GROUND ELEVATION:

93.52 FT M.S.L.

CASING ELEVATION:

93.09 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.43 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:11 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

64.44 FT ACTUAL DEPTH:

+

34.247 FT THEORETICAL CABLE LENGTH:

=

98.687 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

93.09 FT M.S.L.

DEPTH TO WATER:

64.44 FT REFERENCE ELEVATION:

=

28.65 FT M.S.L.

TEST NAME:

MW-44-102 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:12 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-44-102 Transducer reading was off by 16.738'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW49-42 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 66.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.650 DATE 11/4/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.223 SERIAL NUMBER 5395 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 1.86 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

66.00 FT CONNECTOR GROUND ELEVATION:

14.650 FT M.S.L.

CASING ELEVATION:

14.223 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.43 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

10:09 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

12.36 FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

12.360 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.223 FT M.S.L.

DEPTH TO WATER:

12.36 FT REFERENCE ELEVATION:

=

1.863 FT M.S.L.

TEST NAME:

MW49-42 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10:09 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-49-42 Transducer off by 0.459'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-50-66 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 67.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.92 DATE 10/27/11 PSI CAPACITY 30 CASING ELEVATION (FT) 14.61 SERIAL NUMBER 14459 CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 4.66 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

65.75 FT CONNECTOR GROUND ELEVATION:

14.92 FT M.S.L.

CASING ELEVATION:

14.61 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-0.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

9.95 FT ACTUAL DEPTH:

+

89.024 FT THEORETICAL CABLE LENGTH:

=

98.974 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

14.614 FT M.S.L.

DEPTH TO WATER:

9.95 FT REFERENCE ELEVATION:

=

4.664 FT M.S.L.

TEST NAME:

MW-50-66 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:35 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-50-66 Transducer reading off by 0.345'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID MW-56-83 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.258 DATE 10/31/11 PSI CAPACITY 30 CASING ELEVATION (FT) 69.207 SERIAL NUMBER CASING DIAMETER (INCH) 1 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 27.89 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

83.00 FT CONNECTOR GROUND ELEVATION:

70.258 FT M.S.L.

CASING ELEVATION:

69.207 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

below DISTANCE FROM CASING TO GROUND (+ OR -):

-1.05 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11:03 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

41.32 FT ACTUAL DEPTH:

+

42.584 FT THEORETICAL CABLE LENGTH:

=

83.904 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

69.207 FT M.S.L.

DEPTH TO WATER:

41.32 FT REFERENCE ELEVATION:

=

27.887 FT M.S.L.

TEST NAME:

MW-56-83 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11:13 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

MW-56-83 Non-vented transducer.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID I-2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 12/08/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.23 SERIAL NUMBER 16587 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 52.81 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

41.00 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

29.42 FT ACTUAL DEPTH:

+

43.501 FT THEORETICAL CABLE LENGTH:

=

72.921 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.23 FT M.S.L.

DEPTH TO WATER:

29.42 FT REFERENCE ELEVATION:

=

52.81 FT M.S.L.

TEST NAME:

I-2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

13:48 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2 Transducer reading off by 1.142'.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID I-2n 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 41.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 80.92 DATE 11/18/11 PSI CAPACITY 30 CASING ELEVATION (FT) 82.23 SERIAL NUMBER 16587 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 49.91 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

41.00 FT CONNECTOR GROUND ELEVATION:

80.92 FT M.S.L.

CASING ELEVATION:

82.23 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

1.31 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

14:50 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

32.32 FT ACTUAL DEPTH:

+

41.737 FT THEORETICAL CABLE LENGTH:

=

74.057 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

82.23 FT M.S.L.

DEPTH TO WATER:

32.32 FT REFERENCE ELEVATION:

=

49.91 FT M.S.L.

TEST NAME:

I-2n PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

14:50 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

I-2n TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS Tansducer reading off by 1.23'.

Client WELL ID U3-C1 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 12/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 5548 CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 18.06 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH:

=

0.000 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

0.00 FT REFERENCE ELEVATION:

=

18.060 FT M.S.L.

TEST NAME:

U3-C1 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1 No connection upon arrival. Replaced batteries. Noticed break in cable sheathing. By passed transducer cable and connected directly to transducer to download data. Most recent test was abended. Previous two tests were abended, three consecutive tests have been abended and batteries were replaced all three times. Pulled transducer due to draining of batteries frequently.

TRANSDUCER INSTALLATION LOG SCIENTISTS AND ENGINEERS GZA GEOENVIRONMENTAL OF NEW YORK Entergy

Client WELL ID U3-C1-2 440 NINTH AVENUE, 18th FLOOR SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.92 PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 12/16/11 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER CASING DIAMETER (INCH) 2 C. Benmergui STATIC GROUNDWATER TABLE ELEVATION (FT) 0.97 GZA ENGINEER S. Lee ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

NA FT CONNECTOR GROUND ELEVATION:

15.003 FT M.S.L.

CASING ELEVATION:

18.060 FT M.S.L.

CASING ABOVE (+) OR BELOW (-) GROUND:

above DISTANCE FROM CASING TO GROUND (+ OR -):

3.057 FT GROUND MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

09:20 HRS MEASUREMENT TAKEN FROM:

TOC WATER TABLE DEPTH TO WATER:

17.09 FT ACTUAL DEPTH:

+

32.973 FT THEORETICAL CABLE LENGTH:

=

50.063 FT HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE ELEVATION OF MEASURING POINT:

18.060 FT M.S.L.

DEPTH TO WATER:

17.09 FT REFERENCE ELEVATION:

=

0.970 FT M.S.L.

TEST NAME:

U3-C1-2 PRESSURE LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

09:20 HRS SENSOR WELL BOTTOM LEGEND:

DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING NOTES:

GZA WELL ID :

U3-C1-2 TRANSDUCER INSTALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Entergy SCIENTISTS AND ENGINEERS Transducer severely off. Transducer reading surface at -26.448' CB.

Transducer off by 27.458'.

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX C: 2011 CHAINS OF CUSTODY

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 THROUGH Q4 2011 (REPORT NO. 13)

APPENDIX C: Q1-2011 CHAINS OF CUSTODY

Page:

1 oi 1

GEL Chain of Custody and Analytical Request GEL Labor.llori.:s, LLC Proj"Cl If:

Entergll GW Man Prog 2040 Savage Road GEL Quot.: If:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charbton, SC 29407 COC Number (":

GEL Work Order Number:

Phone: (843) 556-8171 PO NUlllber:

50013510 Fax: 0143) 766-1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (FiU in lhe number of containers for each test)

Project/Site Name:

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(914) 734-6247

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Page; 1

of 1

GEL Chain of Custody and Analytical Request GEL Laboralories, LLC I

Projecl#:

Entergll GW Man Prog 2040 Savage Road I

GEL QUOle#:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charleston, SC 29407 COC Number,I):

GEL Work Order Number:

Phone: (843) 556-8171 PO Number:

50013510 Fax:(843)7~1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)

ProjeclfSite Name:

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(914) 734-6247

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C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Pagt!:

1 of 1

GEL Chain of Custody and Analytical Request GEL laboralDrie ** iLC Projecl #:

Enterg~ GW Mon PrQg 2040 Savage Road GELQuDle#:

- See www.gel.com for GEL's Sample Acceptance SOp**

Charleston. SC 29407 COC Number (/):

GEL Work Order Number:

Phone: (843)556-8171 PO Number:

50013510 Fax:(843)7~1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Rt:quested (S) (Fill in the number of containers for each test)

Project/Site Name:

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WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Plg.::

1 of 1

GEL Chain of Custody and Analytical Request GEL Laboralori~s, LLC ProJC~1 #:

Enter9~ GW Man Proa

2040 Savage Road GEL Quole #:

- See www,geLcom for GEL's Sample Acceptance SOP**

Charbton, SC :29407 COC Number" ':

GEL Work Order Number:

Phone: (843)556-8171 PO Number:

50013510 Fax:(~3)766e1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS, (Fill in the number of containers for each test)

Proje.;t/Si~ Name:

Indian Point Energy Center Fax#:

(914) 734-6247

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P:1s~ :

I of J

GEL Chain of Custody and Analytical Request GEL Laboratoril!s, LLC I

PnlJ~C\\ #:

Enterg~ GW Man Prog 2()..10 Savage Road I

GEL Quole#:

- See www.geLcom for GEL's Sample Acceptance SOP**

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Phon~ ; (843)556-8171 1'0 Number:

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I Client Name:

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~

AirbilJ #:

j 3

Airbill #:

1. ) Chain OfCU~lll.J)' Number - Client OclcnnineJ For wb ReceiviILg u.,*e OILI)

1) QC C\\xJc:-.: ~;:: ~unn~ ~ph:. TB;:: Trip Blank. FD;:: FidJ DupliL*~I!. E8;:: &tuipmcnt BI:.uUi. l\\lS;:: Malrix Spike Sample. MSD = M:.urix Spike Duplicak S;,unple. G;:: Gr.ili. C;:: Cump.,sitc

3) Fidd Filtered: Fl)( li~ull.1 rrwlri~c:.l'o. inJi..::~c with a - \\ - tll" )C'l'o Ihe :wmplc ",a.., tidJ filtereli uf* N - tt>T ~plc WOlS nl.)( tield lilEered Cu:>wdy Seul JIIIUI'I'!

4.) Mall'lx Cl'i4k!!o. DW=DrirUo.in~ WOJJ.cc. GW=Gmumh'OJJ.cr, S\\\\ =Sul1a!,.'e W.11cr. WW=WaslC WiJJ.er. W::::;Waler. Ml..:=Misc LiquiJ, S0=5oil. SD=ScJimcnl, SL=SluJ~-e. SS=SoJiJ W~. 0=0i1. F=FiJtcc. P=Wi~. U::::;Uriuc, F=Fe~. N=N~

YES NO

.5 l Sampk Ana1Y:iis RC:4uesteJ: An.J.Iytil,.'a,j me(h~,J rCl.4ue:.tcU ti e g2ht)B, 6OJ08l74'OA):&nJ number of~olllaineIS pmviJc:J torcOM.:h (i.e.1J26lJB J.6V10Bl747UA - I).

C<H"lo:r Temp:

6) PresenallVc T~: ItA = H}Jn....:hJ\\)rk A.:iil. NI::; l'\\i&n,,' A,,'iJ, SH::::; s..)oium H)'tIC\\)xid~. SA = Sulfuric.: Acid. AA = ~"Ocbic.: A<.:id. UX= HCQnc. ST::::; Sodium Thjo~lfuLe.lfno preM:n.-arive is a.,IoeiJ = I<:ave ti~1U blolnk C

WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page; 1

of

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GEL Chain of Custody and Analytical Request GEL Uboratories, LLC Proj.:ct #:

Entergll: GW Mon PrQ9 2040 Savage Road GEL Quote #:

- See www.geLcom for GEL's Sample Acceptance SOP**

Charleston, SC 29407 COC Number,l):

GEL Work Order Number:

Phone: (843)556-8171 PO Number:

50013510 Fax:(843)7~1178 CliemName:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each lest)

ProjectiSile Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~~

<-- Preservative Type (6)

"CI ~ ;,0

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Address:

450 Broadway, Suite 3, Buchanan, NY 10511

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N N

GW Y

N 1

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1 2 Liter Poly MW-30-84-(028)

Oz1v1/11 1~ 5/

N N

GW Y

N 1

1 1

1 2 Liter Poly i

TAT Requested: Normal:

./

Rush:

Specify:

(Subject to Surcharge) I Fax Results:

Yes I G;)

Circle Deliverable: C of A I QC Summary I Level I I Level 2 I Level 3 I Level 4 Renuuks: Are there any known luwuds applicoble to these smnples? If so, please list the luwuds Slmplc ColleCtion Tim ~ Zon\\!

'Easl~m)

Pacific Cen lnll Other Mountain Chain of Custody Signatures Sample Shippiug and Delivery Details Rdinquishrd By (Signed)

DaLt:

Time

~ived by (signed)

Date Time (3E;b ERIN TRENT GEL PM:

10v'y \\~'V-:. 2-J ti,/ 1\\

I~E;5 I Sf~ite.b ') <-rO 2 A-&lt: dq I (, j? Method of Shipment:

FEDEX Date Shipped:

2 0

U 2

Airbill #:

3 3

Airbill #:

1.) Chain ofC~vJy Numbcl - Cli.:nl Dc:lCrm~u For Lab Receiving Use Olli)"

2.) QC Coocs: N = NonnoJ Sampk. TB = Trip SIan!;. FD = Field Dupliclik. EB = E.jU'p"",ol SIan!;. MS =MaLrix Spike Sampk. MSD =Musix Spike Duplic",", Sampk. G =Gr.&b. C =Composilc 3.) FI..:ld Fil~rcd: For li",!uid ma.trices.. indicOilc wilh a* Y - lor yes the sample W.Il.'. field tiltered or - N - for sampil: was nol tidd filtered.

Custody Seal /luacl?

4.) Malia Cod<s: DW=Dnnkiog W.w. GW=<m>un.lw""". SW=Swt.:c W""-r. WW=W_ Wau:r. W=WilJ:r. ML=M;", l.i4uid, SO=Soil. SD=SaJimcnt. SL=Sludgc. SS=Solid W..... 0=0i1. F=Filler.I'=Wipe. U=Urioc. F=Fcc:.l. N=Na.oJ YES NO 5 ) Sample Analysi, Re4u,"'lCd: AnoJ)1i<oaJ mclhod n:que>lCd (i.e.lIl61lB. 6UI0Bl7~70A):&rId aumbcrofcontaincrs provided for eacb (i.e. 826()B - J. 6()J{)Bfl470A -I).

CuoII!T Temp:

6,) Prcscrvl&l.i\\'e Type:: HA = Hy~blork Acid. Nt :; Nitri~ l\\i..-id. SH :; Sodium Hydroxide. SA :; Sulfuric A..."id. AA = Ascorbic At:id. HX = Hexane, Sf = Sodium Thiosu1falC,If no pre~lValive is;dJcd = bvc tick! bla.o.k.

C

~E=LABORATORY YELLOW = FILE PINK = CLIENT

P:l::~ :

I of I

GEL Chain of Custody and Analytical Request GEL Laboratories. LLC pr;)j~~1 #:

Enterg~ GW Man Proa 2040 Savage: Road I

GEL QUOtc#:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charleston. SC 29407 I

cae Number :

GEL Work Order Number:

Phone: (843) 556-8 J 7 J PO Number:

50013510 Fax:(~3J766-JJ78 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS) (Fill in the number of cOlllainers for each leSI)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247 ; tl

<-- Preservalive Type (6)

~

~ 6 Address:

450 Broadway, Suite 3, Buchanan, NY 10511 iLl 11 e en

~

8

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Colkcled by:

Send Results To: Patrick Donahue i: -

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= e P-o;

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"blbt III j/og N

N GW Y

N 1

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N GW Y

N 1

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I I

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../

Ru,h:

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(Suhjc":l hl SUl\\:haI~cl I Fax Results:

Yes I ~ Circle DeJivembl.:: C of A I QC SUllllllary I u:vd J I u:vd 2 I Level 3 I Level ~

Remarks: Are there allY bwwIl hazards applicable to these samples? If so, please list the hazards SlImnk Collection Till'" Zone

~

l'acHk u:nlr:l!

OUler MOUIIL:aJlI Chain of Custody Signatures Sample Shipping and Delivery Dehli.ls Rdinqui>hed By (Sig""d)

Date Time Received by (sign.:d)

Dale Time ERIN TRENT GEL PM:

J uL /l,Q iJ/Vj 1 ~ 6/~11 Il IYS~ l'sti{,LI2.t:D S-rCe.A-{.... 6 3/1?:.1 } It ILfS~ Method of Shipment:

FEDEX Dale Shipped:

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3 3

Airbill#:

!, rl......* *ro.........

L

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>Uplil.:atc Sample. G = Grab, C :;:: Compo~ih:

For Wb Receivillg Use Ollly CuslIJJy SealllllLlcT!

nl, SL:::;SluJgc, SS=SoliJ W;J.SU':. O=Oil. F=Filtl!:r. V=Wipc. U;::.UriIlC. F=Fel:a1. N=Na.-.a.I YES NO OBfN70A - 1).

Couler Temp:

Sodium Thi,)suLfaIc. If nl,.) pre:-;crvali\\'e i:. aJOetl = k:l.... c: field bl~

C WHITE = LABORATORY YELLOW = I<'ILE PINK = CLIENT

Page:

I of L

GEL Chain of Custody and Analytical Request GEL Laboratories, LLC Project #:

Entergy GW Man Proa 2040 Savage Road GEL Quote #:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charleston. SC 29407 COC Number (II:

GEL Work Order Number:

Phone: (843) 556-8171 PO Number:

50013510 Fax:(843)7~1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (51 (Fill in the number of containers for each test)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~,

<- Preservative Type (6)

"a ~ Ilol

~ii

~

iI:l 0

Address:

450 Broadway, Suite 3, Buchanan, NY 10511

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.,5 i:

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~

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N N

GW Y N

1 1

2 Liter Poly MW-31-63-(029) b2. oq II 1314 N

N GW Y

N 1

1 1

1 2 Liter Poly MW 85-(029) p'l 09 1\\ \\ 30.3 N N

GW Y

N 1

1 1

1 2 Liter Poly TAT Reque,ted: Nomlal:./ Rush:

Specify:

(Subjecr to Swchargt:) I Fax Results:

Yes I ~ Circle Deliverable: C of A I QC Summary I Levell I Level 2 I Level 3 I Level4 flemarks: Are there any known hazards applicable to these samples? If so, please list the hazards Sample ColI.:aion Time Zone

~

Pacific Cenu-al Othec ___

Mountain Chain of Custody SigoallU'1:S Sample Shipping and Delivery Details Relinquished By (Signed)

I):ue T~

Received by (signed)

Oat..:

Time zJOJ) 1J GEL PM:

ERIN TRENT 1 I 'V\\ / ( -i5.... ~-..A-i J5?:,b 15tL~(,(?6) SroQ.ffht z}c-,lll 15~7) Method of Shipment:

FEDEX Date Shipped:

I

()

J I

2 2

Airbill #:

3 3

Airbill #:

I

~.

.. ~

For UJb Receiving Use Only I

MS = Matrix Spike Sampk, MSD = Matrix Spw: Duplicale Sample, G = Grab. C = Composite

- for samph: was not field fiJtered.

Custody Seal IIIUJCt?

W=Wau:r, ML=M;", Liquid, 5O=5oil, SD=SeJUru:nt, SL=Slwlge, SS=Solid W"",-e, 0=0i1. F=Futer, P=Wipe, U=Urine, F=Fecal, N=NasaI YES NO r of containers provided for eoch (i.e. 8260B - 3, 6OJ0IJI747IJA - 1).

Cooler Temp:

furi~ Acid. AA = Ascorbic Acid, HX = HexaIlC, Sf = Sodium ThiosulfaLc. If no preservative is uddcd = leave field blank C

WlUTE=LABORATORY YELLOW = FILE PINK = CLIENT

Pag~:

1 of I

GEL Chain of Custody and Analytical Request GEL LaboC'.llOries. u.c ProJ<o #:

Enterav GW Man Prag

!~O Savage Road GELQUOle#:

- See www.gel.com for GEL's Sample Acceptance SOP**

ChaneSlOrl. SC 29407 COC Number (I,:

GEL Work Order Number:

Phoo~ ; (843) 556-11171 PO Numb.:r:

50013510 Fax: (tI-I3) 766-11 78 Cli.:nt Name:

Entergy Phone#: (914) 736-8405 Sample ABalysis Requested (51 (FiU in the number of conl<l.iners for each lesl)

ProjecllSile Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~ ~

<-- Preservalive Type (6)

~ E~

~

iii' 0

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450 Broadway, Suite 3, Buchanan, NY 10511

~ i 8

~

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~

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i Ul 5

required for sample spccitic

Time

~

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"Date-Cl)lkL:lell E

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Fih.c:rc:d (J) Mauix l.6' "3

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For compu~ilt!:, - inJica.Ie }tal111lld SlOp "aldIim~

(mm-<ld-yy)

(hhmm)

~

F 0

~

MW l9-(030) 3/3'0 ( (/

rl..33 N

N GW Y

N 1

1 1

1 2 Liter Poly MW-31 (030) g(3o/t1 13J~

N N

GW Y

N 1

I 1

1 2 Liter Poly MW-31 (030}

~J.~JI/

1255" N

N GW Y

N I

)

1 1

2 Liter Poly TAT Requ,,-' l".:[: Nonna!:./ Ru,h:

!.p"cii);

tStstlJC~'1 tv S4Jf\\,;h.ll~J IFax Results:

Yes I.G0 Circle Deliverable: C of A I QC !)UIIlIJlIIry I Level 1 I u"d ~ I uvd 3 I Level.:j Remarks: Are there any kllown hazardli applicable to thelie samples? If so, please li~*t the hazards Sallllllc Clllk ctioll TUlle Zone

~

P3cific Cclural Other ___ _

I MOuntnlil Chain of CushKly Signatures Sample Shipping and Delivery Details Relinqui...bo:tl By (Sign"d)

Dale Time R.!ceived by (sign.<d)

D:u.;

Time GEL PM:

ERIN TRENT I fAA/¥\\. r?A/\\.~ cst1$!) III

) y~~ I ~(QD57DeAt;,G 8/a:J£1 J'-I.~

Melhod of Shipment:

FEDEX Dale Shipped:

2 U

0 Airbill #;

3 3

Airbill#:

1.) Ch.:.J.in ufCu:-.otooy Number = Clienl Determined For Wb Receiving Use 0,,1.1 2.) QC CoJe:,: N = Nocm:.J Sample. TB ::::Trip Blanl... FD.: FiclJ Dupli~..Ltc. ED = Elojuipmt:ot Blank. l\\IS = Matrix. Spik.e Sample. MSD = Malrix Spike Duplicalt: Sample, G = Grab. C = Compusilc 3.) Field Filtered: Fl)f lil..Juiu malril:cs. lnJiL:alc Ytltn oJ - \\' -I'lf }Clo (he s.unpk \\/,:1.... fidJ fihr:rcJ ur-N - (IIr s:.unplc was nlH fidd. fiherr:t1 ClIswd.l'Sea//IIIUU?

4.) MaLri1l. CoJc::,: D"'=Drin~.lfig Waxcr. GW~roulIJ.""..I1r:r. 5\\\\ =Sul"l~r: W:u~r. \\\\'W=W... ",c: \\Valer. \\\\O'=Walc:r. Mi...=Mi)(: uy'uiLi. 50=Svil. SD=$edimc:nt. 5L=SluJ.gc, SS=SoliJ W... oiJ.c. O=Oil. F=Fihc:r. P=Wipc. U=Urinc:. F=Fc:~..1J. N=N.......u YES NO 5.) Sampk.-\\naJy~i~ Rr:"l.uc:~cLl: An.1l)'ti~.J methoJ lCYUCSlt:J Ii.: S2608. W108I7.,170A) anJ number,)f cuntain.:rs pro~*illeJ f0r each (i.c.l}26UB - 3. 6OJ0Bl7-J70A - 1).

Cooler Telllp:

6.) Prc:~rviJ1ivc: T)pc:: ItA;;; Hyd(\\lCh"lri~.-\\":il1.!\\1 = 1\\i[o..:..l...:iJ, SH;;; s,.luiUni H}uru1l.idc. SA.;;; Sulfuric A..:id, AA = ~rhi..: A..:id, HX = HC:x.a.L1C. ST = SoJium Thiusuitat.c, 11' n~1 rrc::-c:rvalive is aJue."t1 = I~"c: tidd blank.

C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page:

1 of I

GEL Chain of Custody and Analytical Request GEL Laboratories, U£ Proj.:a #:

Entergll GW Man PrQ9 2040 Savage Road GEL Quotc#:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charleston, SC 29407 cac Number (I):

GEL Work Order Number:

Phone: (843) 55~8171 PO Number.

50013510 Fax: (843)766-1178 Client Name:

Entergy Phoue#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247

§.2i~

<-- Prc:servative Type (6)

"CI ~ ~

~ i l 5

rn 0

Address:

450 Broadway, Suite 3, Buchanan, NY 10511 8

S

~

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~JcB e

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Note: extra sample is Send Results To: Patrick Donahue

'Q 0-

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required for sample specific

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F11tc:rcd t.lJ Matrix 141 S

0 (mm-<id-yy)

'6 U

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N GW Y

N 1

1 1

1 2 Liter Poly MW-32-1 73-(02 I)

)/., /"

J~3 N

N GW Y

N 1

I 1

I 2 Liter Poly MW-32-190-(025) 3} 1/1, 1m N

N GW Y

N 1

1 1

1 2 Liter Poly MW-32-59-(023) 3/,/',

)\\~

N N

GW Y

N 1

1 I

1 2 Liter Poly MW-32-85-(026) 3/ 1//1

JD'5 N

N GW Y

N 1

1 1

1 2 Liter Poly TAT Requested: NOffilal:

./ Rush:

Specify:

(SubjCc.:l to Sun:ru.u-ge) I Fax Results:

Yes I

CNo""")

Circle Ddiverabk C of A I QC Summary I Levell I Level 2 I Level 3 I Level 4 Remtuks: Are there any known ho.zIuds applicabu to these sampus? If so, puase list the ho.zIuds S!ll1lpl~ Colll!dion Tim!! Zone

~

Pacific Ceru:raJ Other ___

Mountain Chain of Custody Signatures Sample SWpping aDd Delivery Details Rdioquished By (Si~)

Dale Time

~eivcd by (signed)

Dale Tim.:

ERIN TRENT I C'~ ( ~-..f",,-V--~

GEL PM:

3);Jt 1(\\ J5JD I ~U{"(,.~ ~0 <;'rn2-AG:t6.31DI I ! r I 51D Method of Shipment:

FEDEX Date Shipped:

0 J

2 Airbill#:

3 3

Airbill#:

1) Chaio tJfCu.sllldy Number = Client DeLerminc:il For um Receivillg Use Olliy

1) QC Codes: !Ii = NurmaJ Sompk. TB = Trip Blank. FD = FiclJ Dupli=. EB = E<tuipmcnl Blank. MS = Malri. Spike Sampl<. MSD = M.uix Spike Dupli,""e Somple. G = Goo. C = Cumposi.e 3.) FidJ filtered: For Iiqwd matrices, inuir.:a1t: with", - Y - tor yc~ (he sample w;.&:> field filtered or a N - tor $OUDph: WiL" not field filtered.

CUSliJdy Seal Imact?

4.) Matrix COOe.: DW=Dririling Wakr. GW=Groun.JwOler. SW=Surt"""e Water. WW=Waslc Walcr. W=Wakr. ML=Mi", Liquid. SO=Soil. SO:ScJiment. SL=SluJge. SS=Sulid Wask. 0=0i1. F=Fihcr. P=Wipc. U=Urinc. F=fccal. N=N...t YES NO 5.) Sample Aualy~is RCl.jucSled: Analytical mclhlxi reque~d (i.c. g260B. 6010Bl7470A) and number "f..::onlJUncnt provided tor each (i.e 8260B - 3. 6lJJ{)BI7470A - 1).

Cooler Temp:

6.) fu~rV:l1ivc: T)*pc:: HA = Hytloochluric Add. 1\\1::;; Nitric kill. SH::;; Sodium Hydroxide, SA = Sulfuric Al.:id. AA = Ascomit: A£:ill. HX = Hexane, ST = Sodium Tbiosulfuae.1f no preservative is added = leave tidJ blw C

WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page:

t of t

GEL Chain of Custody and Analytical Request GEL LaboralOri~s. LLC Projc'Cl #:

Entergll GW Mon Proa

~040 Savag.: Road GEL QUOl~ #:

- See www.gel.com for GEL's Sample Acceptance SOP**

CharblOll. SC ~9407 COC Number (II.

GEL Work Order Number:

Phon.:: (343) 556-8171 PO Numb~l ;

50013510 Fax: (ll43) 766-117S Client Nam!'!:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested,51 (Fill ill the number of colll4incrs for each le,l)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247 j ti

<-- Preservativ<: Typ.: (0)

~

C;;

0 Addr!'!ss:

450 Broadway, Suite 3, Buchanan, NY 10511 2ij 51 8

~

S S

~

Comments 5L,LB 8

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NOle: extra sample is Collected by:

Send Results To: Patrick Donahue

~

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c

~

Co

~

CIl required for sample spt:cific I

"'Tim~

~

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Field Sample

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ii5 f-f-

MW-32-59-(024) 3/5J/ il l.J'{b N

N GW Y

N 1

1 I

1 2 Liter Poly MW-32-85-027) 13tr N

N GW Y

N 1

1 1

1 2 Liter Poly MW-32-149-(024)

J/33 N

N GW Y

N 1

1 1

I 2 Liter Poly MW-32-173-(On) 1/35 N

N GW Y

N 1

1 1

1 2 Liter Poly MW 190-(026)

~v

1'11 N

N GW Y

N I

I 1

I 2 Liter Poly TAT Requested: Nonnal:

./ Ru,h:

Specify:

lSuhJ'"c( to Sun.:hJ"r;;c, IFax Results:

Yes I Go:)

Circl~ Deliverable: C of A I QC Summary I Lewl I I Le.d ~ I Level 3 I Le\\d 4 Remarks: Are there allY k"ow" hazards applicable to these samples? If so, please list the hazards Samok Colkcrion Tim" Zone

~

Pacific Central Other Mountain Chain of Custody Signatuures Sample Shipping and Delivery Details Rdinquished By (SigJl<!d)

DaLI!

Tinll!

Received by (siglk!d)

DaLe Time GEL PM:

ERIN TRENT I~{ n (2-.---L--v~ ~J3d 1\\

1'--1(",0 I SU;u t251) 'S7Di!.k-o r. :sJ-::?'/1l 1'-I5'f{

Method of Shipment:

FEDEX Dale Shipped:

2

!~

()

Airbill #:

v 3

3 Airbill#:

1 ) Cha.Jn v(CustoJy Numher - Client Dcte-rmmc:J For Lnb Receil'illg U,.: Ollly 1., QC C~)Jcs: I' = !'\\'Llml.u S.unph:. TB = Trip Siani-. FD = FldJ Dupii"':alc, EB = E...juipmcnt Blan~. MS = MUln;... Spike Sa.tnplc. MSO = Matrix Spil.c Duplicar.e 5..unple. G = Grab, C = Compt.l:!>iLe

3) FidJ FiltereJ: Fur lii..juiJ m..... ri... :-es.lIl(.h...:ale \\~ilh oJ. - Y - hlr )C':'lhc ~nrk v.~ tidJ tilh:rcu ul - N - till" :.ample Vola.... n0t lielJ tiiLcn:J CU!>roJy Sell/twLI, t?

... ) M~(i)..CuJc:!o DW=Dnru..lng W...... c:r. G\\\\=GruunJ.... oJlCI. S\\\\'=SuL"f.Jo.:c WJ.lel \\\\'\\\\'=WJ,.... tc W...... er. W=W.ucr, ML=Mi~ liquid, SO=~)il, SD=St:JimciU. SL=Sluugc. SS=$.. )liJ Waste. O=Oil. F=Filter. P=Wipe. U=L.:rinc. F=Fc..::a.I. N=.t\\a.~

YES NO 5.) Sample.-\\.II.J.ly:.i::, RC~JuC:M.c:J: An.uyti..::aJ IllcthllJ n::yuc:-Lc:J \\1 C g2608. 6UI08J7-&7UAj and number l)[ L,"\\'fllaincrs prmiJcJ lor c:..:h (i c t:J16UB - 3, 6()J0Hf7~7(JA - I).

CooLer Temp:

6) fu~n..l1l\\c T)-pc: HA = HyJIVdtJ~'fI": A":IJ.!\\I ::.l\\Ltm:.-\\.. :IJ SII = s,.)JIUnl HyJrl.l;.,.iJc. SA = Sulhui..: MiJ. AA = A.~;orhir..: AI.'IJ. HX = Hexane. ST = SvUium Thio~lt;ae.lf LIt) preservative is aJucu = lea.....: tidJ hlank

~_C __

WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Pag,,:

1 of 1

GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Project #:

Entergll GW Man PrQg 2040 Savage Road GEL QUOleII:

- See www.gel.comforGEL's Sample Acceptance SOP**

Charleston, SC 29407 COC Number' I):

GEL Work Order Number:

Phone: (843) 556-8171 PO Number:

50013510 Fax: (843) 766e1178 Client Name:

Entergy (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)

I Phone#:

ProjeclfSite Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~,

<- Preservative Type (6)

"a.:!

.0

~ i~

~

Vi 0

Address:

450 Broadway, Suite 3, Buchanan, NY 10511

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required for sample specific "Time:

~

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5 (Mililary)

12.

Filtered (3) Matrix (4)

S E

E:

(mm-<ld-Y)'I

0 U

C

For compusites - inJicate swn (md swp t.i.alt2{ime (bhmml til E-O Cil MW-36-24-(021)

O}-?i'-I(

.31-N N

GW Y

N 1

1 1

1 2 Liter Poly MW-36-41-(OIS)

(')d-cr6-1 r ';:53 N N

GW Y

N 1

1 I

I 2 Liter Poly MW-36-S2-(020)

Ol-~-!( i~? N N

GW Y

N I

I I

1 2 Liter Poly TAT Requested: Normal:

./ Ru,h:

Specify:

(Suhjel.:[ [0 Surcharge)

IFax Result,:

Yes I Gfu:)

Circle Deliverable: C of A I QC Summary I Level I I Lewl 2 I Level 3 I Level 4 Relllarb: Are there any known hazJuds applicable to these samples? If so, please list the hazJuds Samok Collection Time Zone

~

Pacific Ceotral Other ____

Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Re~d).

Dale Tim.!

Received by (signood)

Date Tim.!

GEL PM:

ERIN TRENT

. :)

lfPiYf j C1J..6

.d::>iO Arvi ~

ru/t( /t{-?O I

..rb,

lit I

Method of Shipment:

FEDEX Date Shipped:

J 2

Airbill #:

3 3

Airbill #:

I.) Cham of Cu:stody Num~r:; Clienl [)cotc:rmlDc:J Fur Lab Receivillg Use 0111.\\

2.) QC Couc" N = Normal Sample. TB = Trip Blan!:.* 'D = Field Durlo"",e. EB = Equipment Blan!:, MS = Matrix Spike Sample. MSD = Matrix Spike Dupli""". Sample. G = Grab. C = Composite

3) Fidd Filtered: filf liquid marrices. indicalC' with a - Y - ti.)r yes the sample Vo"as field filtr:rro or - N - til( sample: was no[ ticld fiLtered..

Custody Seal imace?

-+) ?-'la.t.rix C0Jc:s; DW=DnrWllg Waler, GW=GrnunJ.... al.el". SW=Surt;"C Water. WW=WasLc Waler, W=W:ller, ML=Misc Liquid. SO--Soil. SD=&:diment. SL=Sludge. SS=Solid Waste, <>=Oil. F=FillCr, P=Wipe. U==Urine. F=Fe~, N:::NOba.I YES NO 5.) Samph: An.a.I)~S Requc~cJ: AnaJyti... -aI. meuhlU re"luested (i e 212608. ~I08l7470A) and number of containers provided tor each (i_e 8260B - 3, 6010Bl7470A - J)_

Couler Temp:

6_) Prt::scrvalive Type-: 1M = Hydmcblori..: At.:IJ, ~I = i':itnc AciJ. SH = Sodium Hydrvx.iJc. SA = Sulfuric Acid, AA = Ascorbic Acid. HX = Hexane. ST = Sodium Thiosulfate. If no prescrvaLive i~ addeJ = leave field blank:

C

~TE=LABORATORY YELLOW = FILE PINK = CLIENT

P:!ge:

1 of 1

GEL Chain of Custody and Analytical Request GEL Laboratories. u...c i>rojllCl #:

Enterg~ GW Mon PrQg

!040 Savage Road GELQUOl~#:

- See www.gel.com for GEL's Sample Acceptance SOp**

Charleston. SC 29407 CDC Numb<:r I":

GEL Work Order Number:

Phone: (843) 556-8171 PO Nurub<:r:

50013510 F~ : (843'766r1178 Cliem Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the nwnber of containers for each teSt)

Project/Sire Name:

Indian Point Energy Center Fax#:

(914) 734-6247

E.Ei~

<- Preservative Type (6)

.: !QI

~i~

I::

Ii AU~:

450 Broadway, Suite 3, Buchanan, NY 10511

~

tI) 8 8

3

~

Comments ColleclOO by: C 6 I fvl B e

OJ 0

NOle: exlra sample is Send Results To: Patrick Donahue OJ 0'>

~

0

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E required for sample specific

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E

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tmm-dd-yy)

(hbmm)

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MW-37-22-(021 )

OI!?:1( ~,

/57q N

N GW Y

N 1

1 1

1 2 Liter Poly MW 32-(02 1) cJ 11-;'1 }t{

l:5[A N

N GW Y

N 1

1 1

1 2 Liter Poly MW-37-40-(021 )

DI/27 I; \\ \\33S' N N

GW Y

N 1

1 1

1 2 Liter Poly MW-37-57-(021) 01/1;-/ 'II JSZ.V N

N GW Y

N 1

1 1

1 2 Liter Poly TAT R<iluc~tcd : Nonnal:./ Rush:

S~tl)~

ISubj<_1tu s...,,~) I Fnx Results:

Yes I Go:)

Circle Deliverable: C of A I QC Summury I Level I I Level 2 I Levd 3 I Level 4 Rellw.rks: Are there any known hazards applicable to these SlJI1Iples? If so, please list the hazards Samnl~ CollOClion Time ZcJl~

~

Pacific Cenlr.ll Other ___

Moum':l1l1 Chain of Custody Signatures Sample Shipping and OWVt!l'Y Details Relinquished By (Si~1 DaI.:

Tim.:

R,"<:l!ivcd by lsiglll!d)

Date Timo GEL PM:

ERIN TRENT If,t-A "d J?/l/\\ t........ ;

117"11 II (v2-5' I <;Ff" a <'-*'r:7X"Jr:::- ) h11 1/

, &2..5' Method of Shipmen!:

FEDEX DUll! Shipped:

2 0

I)

~

AlfbiU #:

3 3

Alrblll #:

1., Chain u(Cu~oJ) Number = Chentlktc:rmined Fur Lab Receiving Use Oll/Y

~) QC Cu.Je", N = Nurmal Sompk. TB = Trip Btank. fD = Fidd Dupli"",e. EB = Equipment Blank. MS = Malrix Spike Sompk. MSD = Ma!rix Spike Dupli=e Sample, G = Gr..t>. C = Composite

3) FidJ FiltcrcJ: Nr lil.{ulJ rual.ri\\Xs. inJi..:a1.c with a - \\' - for )'cs the: sample ""<.IS ticld tihcn:d or - N - tor sounplc was not field tiltc:rcd.

Cuswdy SeuIIJlluc/!

4) Malrix Code", DW=Driul:ing WaIer. GW=GruunJ",,,,er. SW=Surtace Willer, WW=Waste Willer. W=W"",r, ML=Misc Li4uid. So--50il. SD=Sediment. SL=Sludge. SS=Sulid W_. ~il. F=Filtcr. P=Wipc. U=Urine. F=Fecai. N=NasaI YES NO

5) ~plc= Analy~i!o. RC4,UCSlc=ll: Ana.lyti.,;aI meth~)(} reyue:.lcd (i e K2ciOB. 6UIU8I7.&'OA) ani.! number of ~onLainen; provided for ca&.:h (i c=. 8260B - 3. 6()108l7470A - 1).

Cooler Temp:

6.) Prc:~rv:.ll.i\\'e Type: "-"- = H),Ilnx:h1oric AciJ. ~1 :: r\\IIriC kill. SH = Sodium Hyumllide. SA = Sulfuric A.&.:id. AA::. A!;comK: Acid, HX = Hexane, ST ::. Sodium Thiosulfale, If no preservali\\iC is added ::.lcavc= field blani:

C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page:

1 of I

GEL Chain of Custody and Analytical Request GEL Laboratories, u..c Project #:

Entergll GW Mon PrQg 2040 Savage Road GEL Quote #:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charleston, SC 29407 COC Number (I):

GEL Work Order Number:

phone: (843) 556-8171 PO Numbc:r:

50013510 Fax:(843l7~1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS) (Fill in the nwnber of containers for each test)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~j

<-- Preservative Type (6)

"CI..::

~

g i~

f r;;

0 Address:

450 Broadway, Suite 3, Buchanan, NY 10511 ril e

~

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8

~

Comments Collected by: US e ---

u 0

Note: extra sample is SL Send Results To: Patrick Donahue i

0\\

~

0-i CIl E

required for sample specific

-Time E

E

Date Collcl.1c:d

!l E

SampleID Colb.. 1c:d QCCode Fidd Sampk

.Ie

=

.g c

QC i!i

=

E (Military)

Fi (lered (l) Mauix H)

~

S e

~

u

For c(lmpu~iles - indlcUlt1 SUJI1 (JIJ(J J"wp ciurelrinU!

tmm-<ld-yy)

(bbmm)

~

0

.zi MW-40-27-(014) r,/rr6 1\\

\\255 N

N GW Y

N 1

1 1

1 2 Liter Poly MW 46-(015) 11..53 N

N GW Y

N 1

1 1

1 2 Liter Poly MW-40-81-(015) 10\\1 N

N GW Y

N 1

1 1

1 2 Liter Poly MW-40-1 ~(O I7)

J V "2.,

N N

GW Y

N 1

1 1

1 2 Liter Poly MW 127 -(017)

IDLt I N

N GW Y

N 1

1 1

1 2 Liter Poly MW-40-162-(015)

~.

IID'2.

N N

GW Y

N 1

1 1

1 2 Liter Poly T AT Requ~'led: NOffilal:

./ Ru,h:

Specify:

(Subject to Sun:harge) I Fax Results:

Yes I ~ Circle Deliverable: C of A I QC Surnmary I Lewl I I Level 2 I Level 3 I Level 4 Remarks: Are there any known haziuds applicable to these samples? If so, please list the haziuds Sample: Colh!cuon TUlle Zone

""-E:!)1erV Pacific CCiiiroI Other Muuntain Chain of Custody Signatures Sample Shipping and Delivery Details IU:Iiuqul>hC\\l B)' (Sign.:d)

Dale Time Received by (sign.:d)

Dale Time ERIN TRENT I(,{.'l.r\\( h~

2, I,'fid II GEL PM:

I:)} Iv I :,~U ¥-fu SjofM,16 -S/cX) II 15110_ Method of Shipment:

FEDEX Date Shipped:

1.../

()

/)

2 2

Airbill #:

3 3

Airbill #:

1.) Ch;.nn OfCUSlOOY NLlmbc:r:;; C1ienl Determined For Wb Receivulg Use Dilly

!) QC Codes: N = Nonna! Sampl<. TB = Trip Blank, I'D = Field Dupli... e. EB = E<juipmeol Blank. MS = Matrix Spike Sample. MSD = Matrix Spike Duplica1< Sample, G = Gr..J>, C = COlllpo,ile

3) FK:ld Filtered: Fur li~uid maukc!o. inJ.i.~e with a* Y

for yes ~

swnple was field tlttereJ or - N - for s:..mplc was not field tiltered.

Cusrudy Seal inlacr?

4.) M.d.rix ewes. DW::Drinking WaLec. GVt'=GrouoowalCr. SW=Sur1;..cc WaLer, WW=W~ Ww.cr. W=WaEcr. ML=Misc Li"tuiu.. SO=SoiJ. SD:=Scdiment. SL=Sludgc, SS=SoJid W:JSl.C, 0=0il. F:::fiJlCr. P=Wipe. U=Urinc, F=Fccal. N=NasaJ YES NO 5.) Sample Analysi!> RCI.juestcu: Analytil.':.t1 method requested (i.e IU6UB. 6010BI7470A) WlIl number of !,;ootainc:rs provided for each (i,e. 8260B - 3, 6OJ0lV7470A - I).

Cooler Temp:

6.) Prescn'ali\\'C! Type: H."- = HydNchJllrie A&:id. NI = Nitric Acid. SH = Sod.iwn HydroXJdc. SA = Sulfuric Acid. AA = Ascorbic Acill. HX = Hexane. ST = Sodium Thiosulfate. If no p~sc:rvalivC! is adLlcd = leave fLCld blank C

WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page:

1 of 1

GEL Chain of Custody and Analytical Request GEL Laboratories. u.c Project #:

Entera~ GW Mon PrQ9 2040 Savage Road GEL Quote #:

- See www.gel.com for GEL's Sample Acceptance SOp**

Charleston. SC 29407 COC Number (I):

GEL Work Order Number:

Phone: (843) 556-8171 PO Number:

50013510 Fa)(: (843) 766-1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each tcst)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247

~~~

<- Preservative Type (6)

"CI.!!

~

~ i~

l:

r;;

0 Address:

450 Broadway, Suite 3, Buchanan, NY 10511 eli 8

!l!

~

5 g

~

Comments

=

Send Results To: Patrick Donahue e

u 0

Collected by:

~

Q

I:

g, a-Note: e)(tra sample is C/}

E required for sample specific

'Time

~

-=

11

IS

.2

D31C Collected E

E

-=

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= -E E

QC

=

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MIllrixl41

5 0

!mm-<ld-yy)

c U

For composites - indicate slart and stop date/time (bhmm)

E-O U5 MW-41-40-(OI9) 2./1~11\\

ILf05 N

N GW Y

N I

1 1

1 2 Liter Poly MW -4 I (0 18) 2.IH II(

133, N

N GW Y

N I

1 1

I 2 Liter Poly I

I TAT Requested: Normal:./ Rush:

Specify:

(Subject to Surch",!,<)

IF3)( Results:

Yes

/ G0 Circle Deliverable: C of A / QC Summary / Level I / Level 2 / Level 3 / Level 4 I

Remarks: Are there any known haztlrds applicable to these samples? If so, please list the ha'[ll.rds SlImDle Collt..'Ctlon Time Zone Ea.'1cm)

Pacific cen.r;1 Other ----

Mountain Chain of Custody Signatures Sample Shipping and Delivery Details RdmquiZ Signcd)

D:ne Tune Rc:ce;"cd by (~ 'gncd)

Dale Time GEL PM:

ERIN TRENT I ~A!f2Ac ;;/;'1/;/ 1111/'7 I 5~uRen []rtJR:il6t d!Ji//11 }l/L/~ Method of Shipment:

FEDEX Date Shipped:

/~

2.

2 Airbill#:

3 3

Airbill #:

I 1 Chain of Custody Number::; Client Oetenni~d For lAh Receivillg Usc 011/)'

.2.) QC Codes: N::; Nmmal Swnple. TB::; Trip Blank. FD::; Field Duplicate. ED::; Equipment Blank., MS = Matrix Spike sample. MSD::; Matrix Spike Duplic.:u:e Sample. G::; Grah. C::; ComJX1site 3 1 Fic:ld Filtered: For Liquid maIriL'"C~ indicat.e with a* Y - for yes t~ ~ple wa.o;; field fiitcn-d or - N - for s:unplc was oot field filtered CusZod\\ Seallma('!?

.4) M3trix Codes: DW::::::Drinkin~ Waler. GW;(;roundwal:er. SW=Surf.lC'e Waler, WW=W:a.'\\te Wmcr. W=W:Jf.er. Ml...=:Misc Liquid. SO---Soil. SD=Sedimcnt. SL=Sludgc. SS=Solid Wa.'itC'. <>=Oil. F=Filter. P=Wipc. U=Urine. F=Fccai. N=N:a.."O.3.I YES NO 5 ) Samr1e An"')"i, R<que"ed: An"'yticaJ method n:qu<"ed (i,e 82608. 6010Bf1470,\\l ond numherof oontaine"l""vide>d fur<ach (i e 826118 - 3, 6I1J08I7470A * ))

Coole,. Temp.

6., Pte~rv:l1ive Type:: HA = Hydl'1Xhlork Acit.l. NI = Nitric Acid. SH = Sodium H)\\Jrmtide. SA = Sulfuric Acid. AA = A.o;;corhic Acid. HX = Hex.3IlC. ST = Sodium Thiosulfule. If no rre~rv:ni~ i!( 3l!deJ = le:lve field hlant C

WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

Page:

1 of I

GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Project #:

Entergll GW Man PrQ9 2040 Savage Road GEL Quote #:

- See www.gel.com for GEL's Sample Acceptance SOP**

Charl~ton. SC 29407 COC Number (II:

GEL Work Order Number:

Phone: (843)556-8171 PO Number:

50013510 Fax: (843) 766e1178 Client Name:

Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)

Project/Site Name:

Indian Point Energy Center Fax#:

(914) 734-6247

E.!l

<- Preservative Type (6)

.;.!! Ii j i ~

5 Ul 0

Address:

450 Broadway, Suite 3, Buchanan, NY 10511 8

g cc::

c;:)

~

\\0 Comments Collected by: cA; )s '-

Send Results To: Patrick Donahue u

0

~

j

~

<""'l 0\\

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r:

0..

til E

<""'l required for sample specific

"-ime

<mple

~

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~
(Mlliluy)
III Filtered jll Matrix.*
.2 0
u fmm-<ld*yy)
U
c
<?J04 It\\
t 1'2-,"1 N
N GW Y N
1 1
1 1
1 2 Liter Poly MW-42-78-(019) 03Jot.//' I IOs<5 N
N GW Y N
1 1
1 1
1 2 Liter Poly TAT Requested: Normal:
./ Rush:
Specify:
(Subject to Surcliorge) I Fax Results:
Yes I
(No"":)
Circle Deliverable: C of A I QC Summary I Level I I Level 2 I Level 3 I Level 4 Remarks: Are there any known hamrds applicable to these samples? If so, please list the haz/uds Sample Cj)lIection Time Zone
~
Pacific Central Other ---
Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Relinquisbed By (Signed)
Date Time Received by (signed)
Date Time GEL PM:
ERIN TRENT I ()Aj ~A/\\~ siY./11 1.3)(p I ~tl.M f-ro S.IOe.-fl(~F. Sly I If ~ Method of Shipment:
FEDEX Date Shipped:
2
()
A 2
Airbill #:
V 3
3 Airbill #:
For lilb Receiving Use Only CUSTOdy Seallmacr?
. P=Wipe. U=Urine. Ji"=Fecal, N=Na.,",
YES NO Cooler Temp:
= leave field blank.
C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
1 of 1
GEL Chain of Custody and Analytical Request GEL LaboralOries. LLC Project #:
Entergll GW Mon PrQ,g 2040 Savage Road GEL Qume #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston, SC 29407 COC Number <<l:
GEL Work Order Number:
Phone: (843) 556-8171 PO Number:
50013510 Fax: (843) 766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~l:~
<-- Preservative Type (6)
"C..:!;.,
"i ~ ~
~
c:;;-
o Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ ~ 5
~
5 8
~
Comments
=
Collected by: L6
~
u 0
NOle: extra sample is Send ResullS To: Patrick Donahue 0\\
s c..
i CIl 1=
required for sample specific
"'Time
~
-=
.~
co e
E
Da1~ Colh:ctcJ
~
~
E QC Sample ill C()llel.:tcJ QCCOOe Field Sampk
=
-5
=
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(~IiIiWy)
I:!I Filtered tJ) Matrix C",
S (mm-doi-yy)
c U
C
' For C()ItJPo~*Jtt!s - illJicafe ~lu.n wui ~;lVP £idle/lime (hhmm)
E-O
.zi MW-43-28-(018)
ILiIS/d I"&B N
N GW Y N
1 1
I 1
2 Liter Poly MW-43-62-(OI8) 1..-1 is"I II i30tS N
N GW Y
N 1
1 1
I 2 Liter Poly TAT Requested: Nannal:
../
Rush:
Sp~cify:
(Subjt':L:t to Sun.:hacg~)
IFax Results:
Yes I G0 Circle Deliverable: C of A I QC Summary I Level I I Level 2 I Level 3 I Levd 4 Remarks: Are there any kllown IuJzJuds applicable to these samples? lfso, please List the hazards
'amDk Collection Tim\\! Zone
~
Pacific Central Other Mountain Cbain of CUSIOO} SigrullUrl'S Sample Shipping and Delivery Details Relinquisheu By (Signed)
D.u.:
Tim" Received by (signed)
Date Time ERIN TRENT GEL PM:
I,
r
(.. ~ L _f1.A----
2-1,;; III
/~/D 1 'Y1~u.2;:0 S0~~C 2--1'~1( It::;-iD Method of Shipmenl:
FEDEX Date Shipped:
2
()
(j
~
AirbiU#:
3 3
Airbill #:
1 ) Chain of CUM... ~} Number;: Client Dclerrmnc:J For Lab Receiving Use Ollly
2) QC COOe.: N = Nvrnlal Somple. TB =Trip Blank. FD = FidJDupilc",e. ED =E<juipmen' Bl:uLL:. MS = Malrix Spike Sample. MSD= Matrix Spile Duplic",< Sample, G =Gr:lb, C =Composi'e 3.) Field Fill.:u:J.: rur liy.ulJ m.JI:rit.:e~. LnJir.:;.l[C wllh '" - Y - lor ye~ [he ~lplc was licit.! tilb:n:d ~)r - N - for ~pk w;).!) not tidJ tiilcrcd Cuswdy Sealllllace 4.) :\\L.il.rix. CoJc:,: DW::;Drinking WaLc:r. G\\\\i=GruunJ\\A.'alc:r. S\\\\'::;Surt~e Water. WW=W~c W~er. W=W:.u.c:r.lV1L=Mi!oC Liquid. 50=50il. SD=Scdimenl. SL=SIUlJ.ge. SS=SoliJ Waste, <>=Oil. F=Filtc:r. P=Wi~. U=Urine. F=Fe~. N=N4baJ YES 1\\'0
5) Sampk Ana1y~i:!> Rel..juel>l.ed: Anill)1iL:a.i m.:th.)d !eI'-I.ue~eJ (i e K260B, 6OI0Bl7.a70A) and numher llf containers provided tor each (i.e 826(JB
J. 6OJUBI7470A - 1).
Cooler Temp:
6) fu:o.ena.r.i\\e Type: HA = H}JnA:hh:JrlL' ~ld.l'\\1 = l'\\itru: Ai,'iJ. SH = Sodium HydroxiJe, SA = Sultul'ic Acid, AA. = AM:orhic AciJ, HX = Hexane, ST = Sodium Thiosulfule,lf nu prescl"'\\'a1lve i:!> aJJed = leuve tielcJ blank.
C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Pa£,c:
I uf 1
GEL Chain of Custody and Analytical Request GEL Labonltories, LLC Proj<<t #:
Entergy GW Man PrQ9 2040 Savage Road GELQuotco#:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston, SC 29407 COC Numbcor (II:
GEL Work Order Number:
Phone: (843) 556-8171 PO Numbcor:
50013510 Fax: (843) 766-1 178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5 ) (Fill in lhe number of containers for each test)
ProjecliSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
!~t
<-- Prc:scorvativ;, Type (6)
] E~
~
in 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ ~ e
~
~
3 8
~
Comments Collected by: Gt3, ::X-'
~
u 0
Note: extra sample is Send Results To: Patrick Donahue i
0\\
co e
c..
~
til E
required for sample speciIic
"'Time
~
~
)
..s e
E "Dale Colle.... 1cd
~
E c:
QC Sample ill Collected QCCode Field Sample
~
.§ is c
E (Miliblry' Filtered (31 Matrix t4j S
e (mm-4d-yy, U
o:s
Fvr cvmpOl'ilt1l' - i,uliL'u[c llan UlW iWP tilJldlimt!
(bhmm)
~
co E-O cii i-
~
MW-44-102-(020)
')-/1'6Iu 1041.{
N N
GW Y
N 1
1 I
1 2 Liter Poly MW 66-( 019)
}'h9J //1 jl..j{j I N
N GW Y
N 1
1 1
1 2 Liter Poly TAT Requested: NomlaJ:
./ Ru,h:
Sp<!CitY:
lSubjel,;( Iv Sun:hap~e)
IFax Results:
Yes I ~ Circle Deliverable: C of A I QC Summary I Levd J I Level 2 I Level 3 I Lev.:! 4 Remarb: Are there any J."own IUJ:,ards applicabk to these sampks? If so, pkase list the IulzJJrds Salllnk CO II~C1ion T in,.; Zoo.
~
Pacific CCnlral Oth~r ____
IIloUIIl:lIo Chain of Custody Signatures Sample Shipping and Delivery Details ReJillqui>b.!J By (Sigucd)
Dar" T"Ul>:
R.n:ived by (sigD<!d)
Dare Time GEL PM:
ERIN TRENT J -r~~ZK ;-/H/;/ 15.)-t I #-_hAfJ) ~J/t<j!tl 15/1 FEDEX Melhod of Shipment:
Dale Shipped:
~ "
I
1
1 Airbili #:
3 3
Airbill #:
I.) ChoWl vi CustoJy Number = Client [ktcnnlncu For lilb Receiving U"e On!.,
2.) QC Cwe", N = Non""" s.mple. Til =Tnp Blan.\\;, fD = Field Duplica1<. Ell = &juipm<OI Blank. MS = M:oLri, Spike Sample, MSD = M:oLrix Spike DupLi""'< SampLe, G = Grab. C =Composik:
3) Field FiltereJ: hlr lii.julJ rtUtn"'C!lo, 1I\\(.ii~ \\l,lth a - Y - lQr yes the sample:..... *as ticlJ tilli:n:d or - N - t~)r ~plc: w"-S not lield tilteR:d_
Cuswdy SealllilaC!?
"') Malrix C~IJc=~ D\\\\ =Dnnk.mg Waler. GW=GllIund.... alcr. SW;Surfao;c Walec. WW=WOblC Walcr. W=Water. ~1L=Mi:.c u'iuiJ. SO=SoiL SJ);Sedimc!nt. SL=SluJge. SS=Solid Waste. O=Oil. F=FiItc:r. P=Wipc:. U=Urme. F=fcca.l. N=Nu..-.al YES NO 5 ) Sample AuaJY:'J~ Rr.:o.juc:.teJ: A.ruJytu:al meth"KJ reliuc~e;d (i.e. K2608~ 6UUJBI7.a'OA) :,U1d Dumber It,)f contain~rs provided t<',r each (i.e, 8261JB - 3. 6O}0JJl7470A - I).
Cooler Temp:
6) Ptt~rvali\\iC Type: HA;:: H}linx:hlun..: Acid. ~1;:: Nitric.-\\...:iJ. SH;:: Svdiu[D HyJruxide. SA = Sulfuric; Al.:id. AA;:: AAurbic Al.:id. HX;:: i-kx.ane. ST = Sodium Thiosulfur.e,lf no p~scr;a1ivlO: is o.dded = leave lidd blank C
I WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page; I
of 1
GEL Chain of Custody and Analytical Request GEL Laboratories, ll..C Project #;
Entergy GW Mon PrQ9 2040 Savage Road GELQUOlt!#:
See www.gel.com for GEL's Sample Acceptance SOp**
Charleston, SC 29407 COC Number (II:
GEL Work Order Number:
Phone: (843)556-8171 PO Numb~r:
50013510 Fax: (843)766.1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
ProjecllSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~i:~
<- Prt!servative Type (6)
"'CII~Q,j g i~
s en 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ 8
=
Q.
ct; s
~
Comments
=
Collected by: U
~
)
u 0
Note: extra sample is Send Results To: Patrick Donahue
<!.)
0\\
,!j
" e 0-i v.l E
required for sample specitic "Time
~
l
~..
E E
"'Date CoHcctc:d
~
E i:
QC Sample ID Colkl.1c:d QCCode Field Sample
~
-5
=
E (Military)
Filtered (ll Matrix. (~l "3
~
(mm-<ld*yy)
U
C
For cumposiles - indicall! swrt alld SIup dule/rime (bhmm)
~
E-O cZi MW-45-42-(023) 1-l \\l,l,l
( f.c':7"'if N
N GW Y
N 1
1 1
1 2 Liter Poly MW-45-61-(023) t...-ll~ t It llolb N
N GW Y
N 1
1 1
1 2 Liter Poly TAT Requesled: Normal:
./ Ru.h:
Specify:
(Subjec[ lO Surcbarge) I Fax Results:
Yes I ~ Circle Deliverable: C of A I QC Summary I Level 1 I Level 2 I Level 3 I Level 4 Remarks: Are there any known hazards applicable to these samples? If so, please list the hazards Sarnole Collection Time Zone
~
Pacific Central Other Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Rdinqui>hed By (SigD"d)
Ddle Time Received by (signed)
Dale Time GEL PM:
ERIN TRENT I~J ~
z.h-JI " 15L/5' 1 SELu /LCi~ <)7U!2.Af..:, E Z k71 II 64~ Method of Shipment:
FEDEX Date Shipped:
1 a
()
2 Airbill#:
3 3
Airbill #:
.-~
~.-
~
For Wb Receivillg Use Ollly Clmoo)' Seul /Illaci?
. P:Wipe, U:Urin<:. F:Fecal. N:N:..al YES NO Cooler T<!lIIp:
= leave field blank C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
I of 1
GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Project #:
Entergll GW Man PrQ9 2040 Savage Road GELQuote#:
See www.gel.com for GEL's Sample Acceptance SOp**
Charleston, SC 29407 coe Number (I):
GEL Work Order Number:
Phone: (843) 556-8171 PO Numb.:r:
50013510 Fax: (843) 766-117&
Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
ProjecriSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E1:j
<-- Preservative Type (6)
~~
~ E il f
Vi" 0
Addres£:
450 Broadway, Suite 3, Buchanan, NY 10511
~ I 8
~
s 8
~
Comments 5 L I'b e
u -
0 Note: extra sample is Collected by:
Send Results To: Patrick Donahue
'0 OJ 0\\
~
e c..
j rJ'l E
required for sample specitic I
"'Time
~
-=
E o:l
3 E
"'Dale Collcc."ted
~
E C
QC Sample ID Collected CY::Code Field Sample
s E
(MiliIaryJ (Z)
Filtered (ll Matrix ('"
c
!i e
(mm-<kl-yyJ o:l
Fur compusiles - indicate sIan und stop Uule/lime (hhmmJ
~
~
c
~ 0 ci5 MW-46-(023)
Od--(f~rll !d-l/fn N
N GW Y
N 1
1 1
1 2 Liter Poly TAT Rcque~t.:d: Normal:./ Rush:
Sp..'Clfy.
( ~lIbJ"'" to s..",h..-g<)
IFax Results:
Yes I ~ Circle Deliverable: C of A I QCSummaIY I Levell I Level 2 I Level 3 I Level 4 R~marks: Are there wly known IItlZ1Uds applicable to tllese samples? If so, please list the hazJuds Samole Collection Time Zone Eastern:)
Pacific central Other Mountain Chain of Custody Sigrutluces Sample Shipping and Delivery Details i
Rdinquishc:d By (Sign.:d)
Date Time Received by (signed)
Dare Time GEL PM:
ERIN TRENT l ~iJ_~ d-~1,;-OC)
I h~
~£a1~llr /505 Method of Shipment:
FEDEX Date Shipped:
a I
AirbiU#:
2 3
3 Airbill #:
I ) Chain or CUSlooy Number = C1i.nt D.:t<nnined For Lab Receiving US" Orlly 2.) QC Coo *., N = Nonn.u Sampk. TB = Trip BI.nk. m = Field i>upli,,",e. t:B = E.juipm<nt Blank. MS = Mouix Spike SompJe.IIISD = Matrix Spike Dupli= Sample. G = Gnib. C = Compo.it<
3) Fidt! Filtered: For li\\.juid matn..:es. indiCale' with a.. Y - for yes the sample was lield filten=d or* N - for ~ple was nol ticld filtered..
CW1uU)" Seal IlIIuct?
4) Mouix Cooes: DW=Drinking W=r. GW=GrounJwlller. SW=Sud'""" W=r. WW=W"",. W~r. W=Warer. Mi..=Misc Liquid. SO=Soil. SD---Sediment. SL=Shuige. SS=SoJid W,.. ** O=Oil. F=FiIt<:r. P=Wipe. U=Urin<. F=Fe."u. N=NasaI YES NO 5.) Sampk An.aIy.is R.:queSleJ: An.aIYllcai method requeSl.d (i.*. II26IIB. 6U1IIBl747I1A) and number of.:ontainen; provided for ea<:h (i c. 82608 - 3. 6OJIJBI747IJA -1).
Cooler Temp:
6.) fuscrvaLive Type: HA = HyUrochJoric Acid. NI = Nitric Acid. SH = Sodium Hydroxide. SA = Sulfuric Acid. AA = A.-,corbic Acid. HX = lkXWk:. Sf ;: Sodium Thioswfale. If no prcsclValive is added = leave: field blank C
WHITE = LABORATORY YELLOW = Fn.E PINK = CLIENT
Pago::
1 of I
GEL Chain of Custody and Analytical Request GEL Laboratoric:s, LLC Projo:~~ #:
Entergy GW Man Prog 2040 Savage Road GEL QUOle#:
See www.geLcom for GEL's Sample Acceptance SOP**
Charleston. SC 29407 coe Number (I);
GEL Work Order Number:
Phone: (843)556-8171 PO NUnlb~r.
50013510 Fax: (843) 766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requel>1ed IS, (Fill in the nwnber of containers for each test)
ProjecllSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E.ai1
<- Pr~rva[ivo: Typo: (6)
"8 i~
C/l 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511 Gl 8
~
~
=
S
~....
Comments
=
'D Collected by: U J iV\\ 6 e
u 0
~
Note: extra sample is I
Send Results To: Patrick Donahue i
'0
p.
~
en E
C'":
otTimc:
~
.2
\\0 required for sample specitic "Date Colkc~u e
E QC Sample ID Collectr:d QCCode Field Sompl<
~
~
=
E E
0)
=
E (Mililary)
III Futc~d (l) Mauu,*4,
~
e u
(mm-ild-yy)
U Z
Fur compuslCl!l' - indicalt! ~lUn und SIUP Jaldliml!
(hbmm)
~
0 ii5 MW-49-26-(023 )
o d2~1~ 1 i~1 N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW 42-(023)
Of l~l/I I~L'O N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW-49-65-(023)
Ol/lf>('1
\\31&
N N
GW Y
N 1
1 1
1 1
2 Liter Poly TAT R~quested: Nonnal:
../
Ru,h:
Specify:
lSuhjc:l.."{ to Sun.:hargc)
\\Fax Results:
Yes I G:)
Circle Deliverable: C of A I QC Summary I Lewl 1 I Level:! I Level 3 I LevI!! 4 Renuuks: Are there any knOMm hazards applicable to these samples? If so, please list the Iulzards Snmlllc COllection Time ZOIIl~
Eas!cm)
Pacific CCiii:rii1 Other ___
Mountain Chain of Custody Signatures Sample Sbipping aud Delivery Details R.:lWquisbcd By (5ignod)
Date TlIIlo<
Rec,,;vod by (.igoed)
D;w, Time ERIN TRENT GEL PM:
I W \\*_,J ~~
. \\- Ibiu 15lJD 1 S\\:iu;,,iu: ~K
--t;U...,..-
L/-z,J II JSbJ.J Method of Shipment:
FEDEX Date Shipped:
()
1\\
2 Airbill #:
3 3
Airbill#:
I....... '"-
~*""" * *. o
_ L
~.. -
Fur UJb Receivillg Use Ollly I
CuslOdy Seal [macl?
,P=Wipe. U=Urine. F=fccal. N=NasaI YES NO Couler Temp:
= Ie.", field bl;mk C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
1 of 1
GEL Chain of Custody and Analytical Request GEL Laboratories_ LLC Project #:
Enterg~ GW Mon PrQg 2040 Savage Road GEL Quote #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston_ SC 29407 COC Number (I):
GEL Work Order Number:
Phone: (843) 556-8171 PO Number:
50013510 Fax:(843)7~1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested 151 (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E~j
<-- Preservative Type (6)
.;.!! ~
i
=.~
5 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ ~ 8
=
Cii'
'2:
~
5 S
~
M Comments c
5L,c:.B Send Results To: Patrick Donahue e
~
u 0
6 Collected by:
Note: extra sample is
~
r:
0-i Cf)
E M
required for sample specific
"'Time o.s
\\0 "Date Collc:cted
~
E E
.l!
E V
Sample ID Collected QCCode Field Sample
=
l i::
QC
=
E (Mmlaryl Filtered (.)1 MnLrix'
"3
~
e
.S!
(mm-<ld*yy)
U o.s
For compnsites - indicate start and."top date/time (bhmm) f-o CJ Ci:i Z
01:
MW-50-42-(024 )
()J-~-(( I()-?h N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW 66-(029)
OJ -~-I( I~ N N
GW Y
N 1
1 1
1 1
2 Liter Poly TAT Requested: Normal:
,/ Rush:
Specify:
(Suoj<<1'" SUICharge)
IFax Results:
Yes I Go:)
Circle Delivernble: C of A I QC Summary I Levell I Level 2 I Level 3 I Level 4 Remarks: Are there any known hazards applicable to these samples? If so, please list the hazards S:1mple Col1~C1 ion Time Zc,,~
~
P~cific Ccmral Other ___
Mountain Chain of Custody Signatures Sample Shippinf! and Delivery Detail~
Relinquished By (Signed)
Date Time Received by (signed)
Date Time GEL PM:
ERIN TRENT I :zrr~)3;~ ') iu:/c(
(315 IdX£j)~ fT/~lr( {3(S Method of Shipment:
FEDEX Date Shipped:
v 2
2 AirbiU #:
3 3
Airbill #:
For Lnh Rece;'-illg U.W! Only C/l.\\7odl' Seal lilian'
. P=Wipe. U=Unne. F=FecaJ. N=Na..c;.a1 YES NO Cooler Temp:
= 1C:::J.\\'e field hl:mk C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
P~e :
I of I
GEL Laboratories. u..c i
Proj~ct #:
Enterg~ GW Mon PrQg GEL Chain of Custody and Analytical Request 2040 Savage Road GELQuote#:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston, SC 29407 CDC Number (II:
GEL Work Order Number:
Phone: (843) 556-8171 PO Number:
50013510 Fax: (843) 766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~.:;:~
<- Preservative Type (6)
'C':: cw "0
~ i i
~
rn Address:
450 Broadway, Suite 3, Buchanan, NY 10511 til e
~
"3 S
~
Comments c
jL,t!B
~
u 0
Note: extra sample is Collected by:
Send Results To: Patrick Donahue 0'1
~
b 0..
i CIJ E
required for sample specific
-Time
. ~
Oa1~ Collected i
5 E
E Sample ill C,llc:l."tcd QCCode Fidd Sampk
~
=
-E E
QC c
E (Military)
"I FiJtered,J) Matrix (",
s 0
(mm-<ld*},y)
'6 U
E!:
For compu:liees - imJiclJle swn and l'/oP ooceirime (hbmm)
~
rIl 0
rn MW-5l-40-(OI8)
('531(16/11 fO{?J N
N GW Y
N 1
1 1
1 2 Liter Poly MW-51-79-(018) 0;/ rfr> (ll lo.'J.1 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-51-104-(OI6)
?}(rfn( /I 1)-ID N
N GW Y
N 1
1 1
1 2 Liter Poly MW-51-135-(016) 0,/ m/II
/)4Lf N
N GW Y
N 1
1 1
1 2 Liter Poly MW-51-163-(016)
OJ/mill
}?x?/
N N
GW Y
N 1
1 1
1 2 Liter Poly MW-51-189-(016) 0,/ rf6/1I l;;~
N N
GW Y
N 1
1 1
1 2 Liter Poly TAT k.:qu~"led : Nomlal:
v' Rush:
Sp.:ciiy:
(S.b~, to Surclw)!<) I Fax. Results:
Yes I -
(
No
)
Circle Deliverable: C of A I QC Summ~ry I Level 1 I Level 2 I Level 3 I Level 4 Remarks: Are there allY kilOHm hazards applicabk to these samples? If so, please list the IuJ:z.ards S9rnpl~ COIJ."Clion Tinte Zan.:
~
Pacific Central Other Mountain Chain of Custody Signatures Sample Shipping and Delivery Details RcUnqui>boocl B) (Signc:d)
Dale Tim" Rec.:1~ by (!igncd)
Date Time GEL PM:
ERIN TRENT I
lL,Ji.. O*~~
3/J*dl' lS"jfy 1 <)tX~Ie£0 )t'O,er\\6L-:-
~/()'l:Jlt /c;/IL. Method of Sbipment:
FEDEX Dale Shipp¢d.:
2 J
(]
2 Airbill #:
3 3
Airbill #:
J ) Ch;.un ~t CU:.loJy N:umb~T;;;; Client Detc:rminetl For lAb Receiving U.>e Ollly
2) QC C.>des; N = Normal ~ple. TB = Trip Blan!:, FD = Fidd Duplicale, EB = Equipment Blank. MS = Matrix Spike ~ple, MSD = Matrix Spike Duplicate Sample, G = Gr..t>, C = Composile I
3.) Field Filkn::Ll: For liquid nw1rice~. inlJiL:a.tc: with a - Y - for yes the s.unplc:: was fidd tiltcrcd or
N - tor sample: was nul tielcJ filtered CuslOdy Seal buaCl?
I 4.) Matrix Clxle~: DW;Drink.in~ Waler. GW=GmunUwa.ter. SW=Surface Wau:r. WW=W~ W:J1.cr. W=Watcr. ML=M.isc Liquid. SO=Soil, SD=SecJimcm, SL=Sludgc=. SS=Solid \\V~, O=Oil, F=filtc:r. P=Wipc. U=Urine. F=F.:cal. N=Nw;.oJ YES NO 5.) Sample Analy~i:.. RcoqucMed: Anal)11... -aJ method reqUl:~cJ (i.e. K260B. 6OlU8f7"'70A) amJ numb.:rof cont.oUne~ proo,.itletl fore3L:.h (u.1J26()B *3, OO}08ll-l70A *1).
Cooler Temp:
6) Pre~r..':u:i\\'c= Type: H.4. = H)\\.iruchloric Acid. Nl = Nltrir.: AdJ. SH = SoJiwn HyiJrox..itle, SA = SuU'uri..: Acid. AA = Ascorbic Alo:id. HX = Hexane, ST = Sodium Thio!<iUlfalc:.1f n,,~ preservative is aLloed :; kave lic:ld blank C
~TE=LABORATORY YELLOW = FILE PINK = CLIENT
Page:
1 of 1
GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Project It:
Entergy GW Man PrQg 2040 Savage Road GEL Quote It:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston. SC 29407 CDC Number (I):
GEL Work Order Number:
Phone: (843)556-8171 PO Number:
50013510 Fax: (843) 766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
hi
<-- Preservative Type (6)
I "CII ~ ~
I s ! ~
~
en b
I Address:
450 Broadway, Suite 3, Buchanan, NY 10511 tii 8
q;
]j 8
~
<"l c
'Cl Comments r;:;
i:l 0
~
Collected by: :51.- C6 Send Results To: Patrick Donahue u
Note: extra sample is
'E
~
0-
c c..
i en E
<"l required for sample specific I
-Time
'ii
<<I
'Cl
Darc Collected e
E Sample ID Collect<d QCCode Field S:unple
~
cl!
~
-5 E
E QC c
~
(MIlItary)
Filte~d f)) Matrix f.. t..
<I!
e u
]j U
For compoSil~S' i"dicatl! Sla" and slop datt!ltiml!
( 1IlIIHId-Y)'l (bbmm) til
(!.
E-O ri5 Z
MW 82-(018) 03/03/11 1l5J N
N GW Y N
I I
I I
I 2 Liter Poly MW-53-120-(022)
()31{)3/'1 II.~D N
N GW Y N
1 I
1 I
1 2 Liter Poly I
I TAT Requested: Normal:./ Rush:
Specify:
(Subjea to Surchaq;e)
IFax Results:
Yes I ~ Circle Deliverable: C of A I QC Summa!), I Levell I Level 2 I Level 3 I Leve14 Remarks: Are there any known hazards applicable to these samples? If so, please list the hazards Sam ole Collection Time Zone
~
Pacific Ce!llral Other I
Mountain Chain of Custody Signatures Sample Shipping and Delivery Details 1::JS;;~ ;/3)1 T~ It! 5)
Received by (signed)
Date Time GEL PM:
ERIN TRENT
d~./'~ "';J/3/11 I
I Ak.
Jtl5S Method of Shipment:
FEDEX Date Shipped:
I l
C/
2 2
Airbill #:
3 3
Airbill #:
1 ) Chain of Custody Number = Client Dekrmined For Lab Receiving Use O,liy 2.) QC Code" N =Nonnal Sample. TB =Tnp Blank. rD= Field Duplicale. EB = Equipmenl Blank. MS =M"nx Spike Sample. MSD = Matrix Spike Duplic.. e Sample. G = Grnh. C =Composile 3.) Field Filtered: For liquid mu:triCC5, indicme witb a ~ Y - for yes the sample was field filte~ or - N - for sample wm: not field filtered Cusrody Seal {lIlaCI?
4.) Malnx Code.: DW=Drinking W:uer. GW=Groundwa!cr. SW=Surf""" Waler. WW=WIS/J! W"er. W=WI14n. ML=Misc Liquid. SO=Soil. SD=Sediment. Sl;=Sludge. SS=Salid W,,-"e. <>=Oil. F=Filter. P=Wipe. U=Unne. F=F<ca\\. N=N,,-<:u YES NO 5.) Sample ArWysis Rcque"<d: Anlllytic:>l melbod ttqu<"ed (i.e. 816OB. ~10Bf747.A) and number of container.; provided for eaclt (i.e 82608
J. 6OJOB/7470A
I).
Cooler Temp:
6.) PrrscrValive Type: HA = H)drochloric Acid, Nt = Nitric Acid, SH = Sodium Hydroxide. SA = Sulfuric Acid. AA = Ascomic Acid. ax = Hexane. ~ = Sodium Thiosulfate, If no preservative i!lO added = kave field hlank C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Pit~~ ;
I of 1
GEL Chain of Custody and Analytical Request GEL laboratories. LLC Project #:
Entergy GW Mon PrQg
~040 Savage Road GEL Qu()[e #:
See www.gel.com for GEL's Sample Acceptance SOp**
Charleston. SC :!9407 COC Number III:
GEL Work Order Number:
Phone: (843) 556-8 I 71 PO Number:
50013510 Fax: (843)766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (51 (Fill in the number of containers for each tcst)
Project/Site Name:
Indian Point Energy.Center Fax#:
(914) 734-6247
~~~
<-- Preservative Type (61 "CI': ;..
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450 Broadway, Suite 3, Buchanan, NY 10511
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2 Liter Poly MW-54-123-(016) 2-ll I (I (Lit \\
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2 Liter Poly Lid J\\
l1:Y1 I
MW-54-144-(016)
N N
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N 1
I I
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N GW Y
N 1
I 1
1 1
2 Liter Poly MW-54-1 90-(01 6) 1-j \\/\\\\
11'26 N
N GW Y
N I
I I
1 I
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./
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(SU"'j~L1. h~ Surcharge: I I Fax Results:
Yes I CN0 Circle Deliverable: C of A I QC Summary I Level I I Level 2. I Level 3 I L:vel4 Remarks: Are there any known hazards applicable to these samples? If so, please list the hazards SalllPk Co l k~'lon Tim.: Loll':
~
Pacific C~ntl":ll Other ___
Mountain Chain of Custody SiRJlatures Sample Shipping and Delivery Details Relinquished By (Siglled)
Dale Time Received b~ (signed)
Dale Time GEL PM:
ERIN TRENT If!-
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,./
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FEDEX Date Shipped:
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3 3
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I J Cham ntCusILIJy Numher = Chenl Del~rmlneJ For wh Rc( cil illg Usc 0111.1' 1.) QC COUe'!oo: N = Normu.1 Sample. TB =Tnp BI.mk.. FI>== FlclJ Duplkat(", EB = Equirm('nl Blank. MS = M.atrix Spikc: Sample. MSD = M:.drix Spike DuplicalC' Sample. G = Grah. C = Compl)sil':
.3 ) Fic::ld Filtered: For liquid ma1rke~. mdiCall!' with..! - 'II' - tilf yes the:: ~ample wa... fiekl tiitt"reJ (If - N - t~lT sample wa., nI)l t'ield tlltcred.
OwotiI'SO:<1iilllcwr:'
-t ~ M:nrlx ClKie:-. DW:::::Dnnl.:mg WOller. GW:::::GrounJW:.dcr. SW=Surtat..*c Wafcr. W\\\\':::::\\\\'a..,lC W:.dcr. W:::::WaIcr. ML=Miso.: Lii.juid. SO:::::S(lil. SI>=Seuiment. SL:::::SluJgc. SS:::::s.,"lliJ Wa.... le. O=OiL F:::::Filter. P:::::Wipc. U:::::lIrine. F:::::Fe,-=al. !\\I:::::Na.-.a1 I'ES NO
) Sample Analy'l~ Rcqucsted

AnaJytkal mt*thnd rt"queMcJ (i 1:. K260B. 60JOBn470A) and numher nf cl1ntainen. pwvidcd tl)r each (i e IC6()R - J. fJO}0Rl7470.4. - I)
Cooler Tel/lp:
6.) J>n:.~nali\\'e Type: HA = HyJrOl,,:hlllrit..: Acid. ~I = i'\\llri,-= AI.:iJ. SU ::: ~,Jium Hydrmuuc SA::::: Sulfuri,-= A,-=iJ. AA::::: AM:orhic At.."iu. HX::::: Hcx!lnc ST::::: SoeJium Thi~)sulfale.lfno pre!ooentalive i.. aducJ::::: leave field hlank C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
P~ilC:
I of 1
GEL Laboratories, LLC I
Proj~Cl #:
Enterg~ GW Man PrQg GEL Chain of Custody and Analytical Request 2040 Savage Road GEL Quote #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleslon. SC 29407 COC Number ti l:
GEL Work Ord~r Number:
Phone: (843)556-8171 PO Numba:
50013510 fax: (843) 766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (51 (Fill in the number of containers for each test)
ProjecllSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E~j
<-- Preservative Type (6)
~Q1
] E ~
c en 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ I a
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D 7,./iX!' III 1413 N
N GW Y
N 1
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MW-55-35-(016)
DUO.~/II
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N 1
1 1
1 1
2 Liter Poly MW-55-54-(OI 7) ovlo ;'"
1411 N
N GW Y
N 1
1 I
I 1
2 Liter Poly TAT R"'1U","lc<l: NOllnal:
,/
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, Sub~l (,) Su".:h~c,
IFax Results:
Yes I CN0 Circle Delive<able: C of A I QC Summary I Lewl I I Level 2 I Level 3 I Level 4 Remarks: Are there any known /uwlrds applicable to these samples? If so, please list the luwuds SanlPle Colkcrion Time Zone Easlern)
Pacific cenual Other Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Relinquished By (Sign.:<i)
Dare Time Received by (signed)
Dale Time GEL PM:
ERIN TRENT IC---L~P- ~
oUo?/lI ISI..fI) I sE"lL4Bl S7of-A{.C-o7lv3JI/
(9-fD Method of Shipment:
FEDEX Dale Shipped:
2 6
u 2
Airbill #:
3 3
Airbill #:
1 ) Chaan LlfCustody Number - Cliew Dc:lc'rmtllcd For Lnb Receiving Use Ollly 2.) QC Cod<,; N = Nonn,j Sample. TB =Tnp BliIllk. FD = FiclJ Duplicale. £B = Equipmenl Blank. MS = Mllri. SpiL: Sumpl<. MSD= M.i.n. Spike DupliCllle Sample. G = Gr.tb. C=Compusil<
3.) F.eld Filtered: Fur liyuiJ m:J.1rices. inJic:.uc with:l. - Y - for)"l::!> the sample: ~a., tldd filtered or* N - for sample was nO[ field filtered.
CuslOdy Seal /iliacI?
4.) Matrix Codes: DW=Dnnkint; WOller. GW=GmumJWalcr. SW;Surtace W:.ucr. WW=Wastc: W;JJ.er, W=Water. ML=Misc LiquirJ. SO=Soil. Slr-Sedimcnt. SL=SluJgc, SS=Solid Wli:Iite. O=OiI. F=Filler. P=Wipc, U=Urine. F=Fccal. N::NasaJ YES NO 5.) Sample Analysis Rcyuc::>lc:J Ana.lyti,-=aJ methud rcque~Lcd li c. K26UB, 6OI08l747t1A) and numbcruf,-=ontainc::rs provided tor each (i.c. ~260B - 3, 6O}0Bl7470A -I).
Cooler Temp:
I 6.) frC":scna.tive Type. HA = Hy~bI0ri" AciJ. NI -= Nilri,-= A..:id. SH = SoJlum Hydroxidc. SA = Sulfuric.: Acid. AA = Ascorbic Acid. HX = Hcxane:. ST = Sodium Tbiosulfute.lfnu presc[Va(ive is adJeJ = leave field bl.ak C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
P(lg~ :
I of L
GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Proj.'C1 #:
Enterg~ GW Man Prog 2040 Savage Road GEL Quote #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charlestoll. SC 29407 COC Number II':
GEL Work Order Number:
Phone: (843)556-8171 PO Number:
50013510 Fax: (843) 766-11711 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the nwnber of containers for each lest)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E~~
<-- Preservative Type (6)
.;; 2
~
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Address:
450 Broadway, Suite 3, Buchanan, NY 10511
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(hbmm)
~
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~
MW-60-35-(016) 02/n III 11..\\1 N
N GW Y
N I
I I
I I
2 Liter Poly MW-60-35-(016)-B IJ 2 hi J U 1211 N
N GW Y
N I
I I
I I
2 Liter Poly MW-60-35-(016)-D O~lI /11 11-11 N
N GW Y
N I
I 1
I I
2 Liter Poly MW-60-35-(OI6)-S 01-111/11 j*2-LJ N
N GW Y
N I
1 1
1 1
2 Liter Poly MW 53-(016)
D1-\\ 1\\ I" 10'51 N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW 72-(016)
D2.IIO III 1'2.54 N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW 135-(016)
O?J~1t1
3.\\;;'-\\
N N
GW Y
N 1
1 1
1 1
2 Liter Poly MW 154-(016) aUIO{lj 1'2.53 N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW-60-176-(016) f)1.,1 \\Ull\\
iO*3\\
N N
GW Y
N I
1 1
1 1
2 Li[er Poly TAT R"quoh,t1: Nonnal:./ Ru,h:
Sp..'Cify.
,:,.ubJc:..... tt) Suu: tw.a~, I Fax Result~:
Yes I ~ Circle Deliwrable: C of A I QC SUlllmary I u:vd I I u:vd 2 I u:wl 3 I Lcvd 4 Remarks: Are there any known hilZJUds applicable to these samples? If so, please list the hazards S3mnl ~ Collt!ction Tillie Zout!
E:c.11!m)
Pacific Q.:iilral Other ___
MounuUl1 Chain of Custody Signatures Sample Shippiog and Delivery Details Rdinqui:;h.:d By (Sign.!d)
Dale Time Received by (signed)
Date Tim.!
GEL PM:
ERIN TRENT I C~(B~
z./llll\\
\\:2, oS 15£.uiZ£D SID/2v+~c-tl2--/lt/l( 1305" Method of Shipment:
FEDEX Date Shipped:
2
(/
U
~
Airbil1#:
3 3
Airbill#:
L) Chain ~)iCuSl\\~ y Number _ Chenl Dcli:nnint:J For Wb ReceivillK Use Olliy
2) QC C.,<les: N = Numwl Sample. TB = Trip Blank. FD = FielJ Duplicate. EB = E<juipm<m Blan!:. MS = Matrix Spik< Sample. MSD = Matrix Spike Dupli=e Sample. G = Gr.ab. C = Compusite
3) FielJ FiI~reJ: Elr lil.{uiJ maJ.rices. iodic.:alc \\\\ ith 01.. \\' - for)'(':-. (he l'amplc W<,l.... tielJ tilterc:u IJf - N - tor ~plc: was not tidd tilkrc:J.
Cuswdy Se(J/ JllIucr?
~) Matrix C,Kle~: DW=Drinkill~ Walcr. G\\\\':(jmunJwalcr, SW=-Surfa..:c Wal.cr. WW=WObtc Wa1.Cr. W=W06lcr. ML=MiM.: Liquid. SO=Suil. S~LlimcnE. SL=Sludg~, S5=-Solid Wa.""c. O=Oil. F=-Filtcr. P=Wipe. U=Urim:, F=FccaJ. N=Nasl.I YES NO 5.) Samplc Analy:.il:> Re:'iU('~Ll: Analytical mclhuJ re'iUcSlc:J (i e lU6tIB, 601UBl147t1A) and numbcl' of ~ont.unen, proVided for cacb (i.e:. 8260B - 3, 6OJ0Br1470A - 1)
Cooler Temp:
6) PrcsefVali.... e Type:: HA ::: H)'Jl'\\X'hluri~ AL'iJ. Nt = ~i[rir.: Al..:iJ, SH = ~w..Iium HyJr.,n.iue. SA = Sulfuri!.: Acid, AA = k.corbic Acid. HX =- HcJUmc, ST = SucJium Thi()sulfaE':. If no preservativc is a&.kI.eu = Ic:avc: tieJd bla.n.L:.
C
~
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
I of 1
GEL Chain of Custody and Analytical Request GEL Laboralories, lLC proj,xt It:
Entergy GW Mon PrQg 2040 Savage Road GEL QUOle #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston. SC 29407 COC Number' I):
GEL Work Order Number:
l'bone: (843) 556-8171 PO Number:
50013510 Fax: (843) 76Qr1178 ClieutName:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS) (Fill in the number of containers for each test)
ProjeclfSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~i:~
<-- Preservative Type (6)
~ ~ <a.I is E "iii
~
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0 Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ :I 8
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MW 18-(016) 12-/2-4 /" 12..'-1'1 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-62-37-(016) 1 ~52-N N
GW Y
N 1
1 1
1 2 Liter Poly MW-62-53-(015)
\\t.S1 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-62-71-(016) 12.'10 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-62-92-(016) 113C(
N N
GW Y
N 1
1 1
1 2 Liter Poly MW 138-(016) 1'7
\\'154 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-62-J82-(016)
-.;ti 1501 N
N GW Y
N 1
1 1
1 2 Liter Poly TAT Requested: Nonnal:./ Rusb:
Specify:
lSubj(!\\,1l0 Sun.:harge) jFax Results:
Yes I G2>
Circle Deliverable: C of A I QC Summary I Level I I Level 2 I Level 3 I Levd 4 Remarks: Are there any known IuJuuds appliClJble to these samples? If so, please list the IuJuuds S311lok Collection Timt! Zone
~
Pacific Qmral Other Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Relinquished By (Signed)
Oat.!
Time Rcnlivcd by bl~n.!cI)
Dale Time GEL PM:
ERlNTRENT I c,t "-.. fL 17~ 2/2-..f/ll rCP lo 1 S~--U~ S--rO{2.il-bE 2-Lv-i/u livID Method of Shipment:
FEDEX Date Shipped:
2 J
(j 2
Airbill#:
3 3
Airbill #:
I.) Chain ofCustudy Number _ Clicru Dctc:rmincJ For Lab Receivillg U~e 0111.1' 2.) QC C.><le.: N = Norm.! s.mple. TB = Trip Blank.. FD = Field Duplicale. EB = E.juipmen. Blank.. MS = Malrix Spil;e Sample, MSD = Matrix Spike Duplicate Sample, G = Gr.&b. C = Composite 3.) Field. Filtered: For liquid rnatri.... -cs. inJi~a1C with a ~ Y - for yc:!> the sample Wobi field fillered or - N - for sample was not ticlt! tilLered.
ClCillJlJ), S.:uJ IIIJllel ?
4.) M.&trix CoJe.: DW=DrinkinS WlOlcr. GW=Grou!ld... <l1er. SW=Surt""" WUl.er. WW=W""-e W:Jler, W=WlUr, ML=Mis.: Liquid, SO=Soil, SD=Scdimen~ SL=SIu.J.,.e, SS=Solid WasI<. 0=0;1. F=filtcr, I'=Wipe. U=Urioc, F=FeC<1l. N=NasoI YES NO 5.) Somple An.!)'.i. Reque"ed: Arullyt,C<1I methoJ requeSled Ii e lI26UB. 6CJUJBI7"7UA) and Dumber of containers prmil1ed fur e""h (i.e 826()JJ - 3, 6()/OJJ/1470A - 1).
Cooler Temp:
6.} Prescrva.tiv!: Type: ItA = HydJ-ochlllriC Acid. Nl = Nlul"; A&:iu. SH = Sodium HydlmUdc. SA = Sulfuric Acid. AA = A9...'oroic Acid, HX = Hexane. ST = Sodium Thiosulfu1e.1f DO presen"iWve is added = leave field blmk.
C WWTE = LABORATORY YELLOW = FILE PINK = CLIENT
Pag~:
1 of 1
GEL Chain of Custody and Analytical Request GEL LaboraLories, lLC Project #:
Enterg)1 GW Man PrQ9 1040 Savage Road GELQUOl~#:
See www.gel.com for GEL's Sample Acceptance SOP**
CharlesLon, SC 29407 COC Number I'>:
GEL Work Order Number:
Phone: (843) 556-S171 1'0 Number:
50013510 Fax: (843)766-1178 Client Name:
Entergy Phone #: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~~~
<-- Preservative Type (6)
"C~;,,)
~ i~
~
0 Address:
450 Broadway, Suite 3, Buchanan, NY 10511 i7i 8
~
C(;
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c g
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Comments c
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I v
~
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Send Results To: Patrick Donahue 0\\
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.bhwJll E-O ci5 MW-63-\\8-(016) 3/'Jill
-IIID N
N GW Y N
1 1
1 1
2 Liter Poly MW-63-34-(016) 3/J'/"
Ii'ho N
N GW Y
N 1
1 1
1 2 Liter Poly MW 50-(016) 3/1;"
J~)1 N N
GW Y
N
\\
\\
1 1
2 Liter Poly MW 93-(017) 31-]/u
\\4\\'-\\
N N
GW Y
N 1
1 1
1 2 Liter Poly MW-63-11:2-(OI6) 311/11 1L11~
N N
GW Y N
I 1
1 1
2 Liter Poly MW 121-(016) 31 '>/ II litO N
N GW Y
N 1
I 1
I
2 Liter Poly MW 163-(016) 3/?-/1I
}O}1 N
N GW Y
N 1
1 1
1 2 Liter Poly MW-63-174-(016) 3/";r/1I I01b N
N GW Y N
1 1
1 1
2 Liter Poly TAT Reque,led: Normal:
./ Rush:
Specify:
(Subjc:cr l\\) Sun.:harge) I Fax ResulLs:
Ye.
I ~ Circle Deliverable: C of A I QC Summary I Level 1 I u:vd 1 I u:vel 3 I u:vel 4 Remarks: Are there allY kllown luizards applicable to these samples? If so, please list the hazards SalllpJC COllection Time Zon.:
~
Pacific CcnLrJI Diller Moumain Chain of Custody Signatures Sample Shippiog and Delivery Details Relinquisbed By (Signed)
Dat" Time Received by (signed)
Dale Time ERIN TRENT I L*' lv-, ( f,Y'V'Vv'V\\
3J-z,) II GEL PM:
J57J-V 1 'SftA.i.f!--6J
<rce./f-0..L~ 3/2)11 {Sou Method of Shipment:
FEDEX Date Shipped:
2
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Airbill #:
3 3
AirbiU#:
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For l..lJb Receiving Use Ollly Cusrudy Seal [macl?
YES NO Cooler Temp:
C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page;::
1 01 I
GEL Chain of Custody and Analytical Request GEL Laboratories. LLC Project #:
Enterg:i GW Moo PrQg 2040 Savage Road GELQuole#:
See www.gel.com ror GEL's Sample Acceptance SOP**
Charleston. SC 29407 COC Number II':
GEL Work Order Number:
Phone: (843) 556-8171 PO Number:
50013510 Fax: (843)766*1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS, (Fill in the number or containers for each tcst)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~ t!
<-- Pre.,,,rvatiw Type (ti)
~
~
0 Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ ~ 8
~
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Send Results To: Patrick Donahue s
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required for sample sped tic
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I-MW-66-21-(OI6)
Cd~/l' t ~,.zA..'
N N
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N I
I I
I I
2 Liter Poly MW-66-36-(O 15)
'\\)\\/'2,1/,1
SS\\
N N
GW Y
N I
I I
I I
2 Liter Poly I
I I
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IFax Re,uits:
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Rush:
Specify:
(Suhiet.:t tIl Sun.:hargcl Yes I
Circle Deliverable: C of A I QC Summary I Level 1 I Level 2 I Level 3 I Level..
Remarks: Are there any known hazards applicable to these samples? If so, pLease List the hazards S:ullnlc Clllkc'tliln 1'illll: 7..on,*
1!:l> I~m)
Pacific
~ I Other Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Relinquished By (Si[!l1Cd)
Dale Time Received by (signed)
Date Time GEL PM:
ERIN TRENT 1 r(.~ f~,'\\.., \\
nl/?:'l/II 1700 c.-
J ~)) <

;-;-.~,
I -ALtli-t'lc.,F DI1:2..\\ 1 II lIr'!) Method of Shipment:
FEDEX Date Shipped:
2 II
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IJ Airbill#:
3 3
Airbill#:
l ) Cham \\)rCU~loJy Numhcr = Client Oet(,fmlllc:-J For Lv/J Rlol <'iril/g U;,' 01/11'
1. } QC ('\\Idc:-.. : N = Nmmal Sample. TO = Trip BLmk FD::;- Fi~IJ [)uplil.:a1e, ED = bjuipmc:nt Blank. MS = Marrix Spike Sample. MSD = Mlllrix Spike! Duplil::J.1e Sumple. G = Grah. C = Cumpo:ooitc 3 ) Fidc.J Filtered For ii"luiJ m31nce;o.. lm.i... :ar.e wilh:J - Y - fllr)'(':-. the ~rk W:L' field liherc:J \\lr A N ~ t~)r :-.ample wa.'i mH tield tillC'rtiJ Cu.\\/IId,'Seui hUtIl':'
.4 ) Matrix ('\\"'.ks D\\\\,=Driokio~ W.uer. G""*=GrnunJ\\Io:Jlt::r. SW=Surfac:e WUler WW=Wa..:te Waler. W=Water. ML=Mj~ Liquid. SO=Suil. SO=&:dirrn::nt. SL=Sluc.Jge. SS=Solili Wa.... le. O=Oil. F=Fihc=r. P=Wipc: l)=llrine. F=n:c:d. N=Na:<,.;l1 rES NO 5 I S:tmrl~ Analy!oi~ Rt'~ue!olcll : Analy1l1:al m~lhllJ ~~Ul"'I~J {I~' K261)B. 6OI0Bl747UA} ano numt-oer(lt L\\mtainJ:r!' I",willed for e;.u.:h (i e ~C6lJH
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n ) Pr~!<rvaJj\\'e Type HA = H~fI)chIMi.. A.. :h.1. Nt = Nitri.. : Acw Sli = ~..olum H~fI.'ltiJe. SA = Sulfunc A.. *iJ AA== A.qwhic Acid. HX = H~x~ Sf = $(~ium Thiosuitalt:. If nt) pn:sen:a.liv(' i., adJc:-d = leave tidd Mank C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
1 oi 1
GEL Chain of Custody and Analytical Request GEL LaboraLOries. u.c Project #:
Enterg~ GW Man PrQg 2040 Savage Road GEL Quote #:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston. SC 29407 COC Number <I):
GEL Work Order Number:
Phone: (843)556-8171 PO Number:
50013510 Fax: (843) 766-1 17&
CliemName:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested IS) (Fill in the number of containers for each lest)
ProjccllSllc Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~1:l
<-- Preservative Type (6)
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Adliress:
450 Broadway, Suite 3, Buchanan, NY 10511
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MW-67-39-(016) 1..\\?/ITl/11 13~g N
N GW Y N
1 1
1 1
1 2 Liter Poly MW-67-105-(015)
Dl./" i 1/1 I~sl N
N GW Y
N 1
1 1
1 1
2 Liter Poly MW-67-173-(OI6) c 7 1~1 / 1\\
IYL~
N N
GW Y
N 1
I I
I 1
2 Liter Poly MW-67-219-(OI5)
P i/3 l f ll \\4~9 N N
GW Y
N 1
1 1
1 1
2 Liter Poly MW-67-:n6-(OI5)
Pi}3, 1\\ 143; N
N GW Y
N I
I 1
1 I
2 Liter Poly MW-67-323-(OI5) oV3,'/,1 i504 N N
GW Y
N 1
1 I
I 1
2 Liter Poly MW-67-340-(OI5)
O,,~; I \\ i453 N N
GW Y
N I
I I
1 I
2 Liter Poly I
TAT Reqursl~d: Nomlal:
./ Rush:
Specify:
(Suhy!,-"l tv Sun:~cl I Fax Results:
Yes I CNo-=:>
Circle Deliverable: C of A I QC Summary I Level 1 I Level:1 I Level 3 I Levd-'l Remarks: Are there allY known hazJlrds applicable to these samples? If so, please list the ooZllTds Salllple Collection Time Zone
~
Pacific Cenual Oilier MoWlUin Chain of Custody SigllBlures Sample Shipping and Delh'ery Details Rclillllu;"'b..:J By (Signc<i)
Daco TiulC:
R"""iwd by (,igDl'd)
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ERIN TRENT
~
1 Cf'\\, '\\....... ~ ~
D1./01111 1 (J~
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FEDEX Date Shipped:
2 r
6 2
Airbill#:
3 3
AirbiU#:
1.) Chain of Cu~~ldy !\\~mber - Cllen1 lXlcrmincJ For Wb Reet:ivillK Use 0111)
!) QC Cl~~: N = NMmal Sample. TO = Tlip Blank. FD = FidJ Duplil."O&lc. ED = E'4uipmt'nt Blank. MS = Matnx Spike Sampk. MSD = Ma.Lrix. Spilc:: Oupli...:al~ Sample, G = Gr.w. C = Composite 3 ) Fieh.l Filt.:rell: Fur ii4uiJ mo.llriccs. iIlJiL:a1C '" irb a - Y - tll[ yes the sample \\o\\a.~ ticld filtered ur" N.. for s.mtple was nul field filtered CuswdJ Seal/maCI?
~ J Maln. C"Ie,: DW=Drinl;ing Water, GW=Gr~unJIlla1er, SW=Surt;';c YO"lOr, WW=WasL< Wa1<r. W=W"",r. ML=Mi,., Li~uid. 50--5"il, SD=S<dim<nl, SL=Sludgc. SS=Suliu W... <. O=Oil. F=Filtcr, P=Wip<. U=Urinc. F=Fccal. N=NasoI YES NO 5 J Sample Ana.l)~is Rc:,,(ucstcu: Analytical mcthl.>J Ic:que~ed (i.e H260B. 6UIOBI7470A) and number..:lf I.:'untainen. proVided fur cach (i.e. ~26()1J - 3. 6()108l7470A - I).
CoolaTemp:
6) Pn:scnali\\c f)JX: tlA;::; Hydro..:hlr.>f11.:' A..:iJ, Nl = l"tilOC: Aa:u.1. SH = Sodium H)dwxide, SA;::; Sulfuric Acid, AA = ASI..."Omie ~itJ. HX = Hexanc, Sf;:: Sodium Thiosulfate, H no prcservali\\'c is addeJ;::; leave tield blan..k C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Pag.:!
I of 1
GEL Chain of Custody and Analytical Request GEL LaboraLOrit:S. u..c Project #:
Enterg~ GW Man Prog 2040 Savag.: Road GEL QUOI':#:
See www.gel.com for GEL's Sample Acceptance SOp**
CharlesLOll, SC 29407 COC Number \\1):
GEL Work Order Number:
Phone: (843)556-8171 PO Number:
50013510 Fax: (8431 766-1178 CliemName:
Entergy Phone#: (914) 736-8405 Sample Analysis Requested (5, (Fill in the number of containers for each test)
Project/Site Name:
Indian Point Energy Center Fax#:
(914) 734-6247
~~~
<-- PreSt:rvalive Typt: (6)
"CI.::
~
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~
~
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450 Broadway, Suite 3, Buchanan, NY 10511
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Comments
=
Collected by: C/fj*, SL Send Results To: Patrick Donahue
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H~I N
N GW Y
N 1
1 1
1 2 Liter Poly TAT Request.:d: Normal:
./ Rush:
Specify:
(Subjro:CllO Surcharge) I Fax Results:
Yes I ~ Circle Deliverable: C of A I QC Summary I Lt:vel 1 I Level:2 I Lt:vel 3 I Levd 4 Remarks: Are there any known Iuluuds applicable to these samples? If so, please list the Iuluuds S~mDI~ Cotlel1.ion Ti,"~ Zon~
Elblc:m Pacific c:;mu;.I Ower Mountain Chain of Custody Signatures Sample Shipping and Delivery Details Relinquished By (Sign.:d)
Dale Time R.:cci"ed by t,igncoJ)
D:lle Tim<
ERIN TRENT
~I n I II /SlfS GEL PM:
1 ['I-'/./L---.J._ (')"!~ I I §eLi i'bI) ~7i)~"2J 11 11, ISl.LS Method of Shipment:
FEDEX Dale Shipped:
2
()
U 2
Airbill #:
3 3
AirbiU #:
C~
~" -
)uplicillc Sample:. G = Gr.w. C = Composite For Wb Receiving Use Ollly CuslOdy Seal Ituacr?
n~ SL;Sludgc. sg;Solid W_. O=Oil. F;Filter. P;Wipc. U;Urirn:. F;Fccal. N;Na>al YES NO 0Bf747OA - 1).
Cocll!r Telllp:
= Sodium Thiosul~. If no presclVative is added :;:.Ie:avc field blank C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:;
J of 1
GEL Chain of Custody and Analytical Request GEL Uiboratories, LLC Projecl #:
Entergy GW Man PrQg 2040 Savage Road GEL QUOlc#:
See www.gel.com for GEL's Sample Acceptance SOP**
Charleston, SC 29407 COC Number CI}:
GEL Work Order Number:
Phone: (843) 556-8171 PO Number:
50013510 Fax: (843)766-1178 Client Name:
Entergy Phone#: (914) 736-8405 Sample AJJalysis Reqllested (5) (Fill in the number of containers for each !eSt)
ProjeclfSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
!O ~ 1
<- Preservative Type (6)
.c..,
~ f~
c VJ 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511
~ 8
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<t:
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~
Comments Collected by: tB, SL-
~
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1 1
1 1
2 Liter Poly TAT Requested: Nomlal:
./ Rush.:
Specify:
(Su~c,"1. to Succhar,g:e)
IFax Results:
Yes
/ ~ Circle Deliverable: C of A / QC Summary / Level I / Level 2 / Levd 3 / Level 4 Remarks: Are there any known hazards applicable to these samples? 1/ so, please list the hazards Sample CoJlection Time Zone
~
Pacific Central Other Mountain Chain of CllStody Signatures Sample Shippiog and Delivery Details 1 ~JM~:/d~/I~~
Received by (signed)
Dare T~
GEL PM:
ERIN TRENT 25/{)
I -4et'!~ ~_ J-J;r~/t( /510 Method of Shipment:
FEDEX Date Shipped:
i?
2 2
Airbill#:
3 3
Airbill#:
1.) Cbain of Custody Number - Client Dctctmincd For Lab Receiving Use Ollly 2.) QC Codes: N = Normal Sample, TB = Trip B)aol:. FD = Field DuplicalC. EB = Equipment BIWlk, MS = Mowix Spike: Sample. MSD = Malrix Spike Duplicolc Sample, G = Grob. C = Composite
3) Field Filtered: For liquid matrices. iodica1c: with u." V - lor yes tbe: !WUUplc was field fihercu or.. N.. tor sample was not field filtered.
Cusrud)' Seal/macr?
4.) Moilrix Codes: DW=Drinking Water, GW=<lroondwau:r. SW=Sorf.ce WOkr, WW=W""'e Wl11Cr. W=Wl11Cr, MJ..;Misc uquid, SO=Soil, SD=Sodiment, SL=Sludge, SS=Solid Waste, O=Oil, F=Fillcr, P=Wipc, U=Uri=, F=F<coJ. N=N.soJ YES NO s.) Sample Anal~i> Requested: Analytical metlwd reque...,d (i.e.lI26IlB, 601II1117470A).ad number of containers provided for eocb (i.c. 826()B - J, 6OJ0Bl747OA -I).
Cooler Temp:
6.) Pre""rvUlive Type:: KA = Hydrochloric Acid. NI = Nitrie Acid. SH = Sodium Hydroxide:. SA = SoU"ric Acid, AA = Aooorbic Acid, HX = Hexane:, Sf = Sodium TbiosultBu:.1f 00 preservative is iKldcd = leave ticld blWlk C
WHITE = LABORATORY YELLOW = FILE PINK = CLIENT
Page:
1 of 1
GEL Chain of Custody and Analytical Request GEL Ubocatories, lLC Project #:
Entergv GW Man PrQ9
~040 Savage Road GELQuote#:
See www.geLcom for GEL's Sample Acceptance SOp**
Charleston, SC 29407 COC Number "':
GEL Work Order Number:
Pbone:(843)556-8171 PO Number:
50013510 fax: (843) 766-1178 Client Name:
Entergy
. Phone#: (914) 736-8405 Sample Analysis Requested (5) (Fill in the number of containers for each test)
ProjeclfSite Name:
Indian Point Energy Center Fax#:
(914) 734-6247
E~~
<- Preservative Type (6)
~ CY
~ 11 I:
C/l 0
Address:
450 Broadway, Suite 3, Buchanan, NY 10511 e
~
~
3 8
~
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=
Collected by: Lb
~
u 0
Note: extra sample is
(')L...
Send Results To: Patrick Donahue
<"'"l OJ 01
!/
~ c..
i Vl E
required for sample specific
-rime
~
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~
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~
til E-O r/.i
~
~
U3-T2-(036) 6;}--uJ-1/
/L/'"x}
N N
GW Y
N 1
1 1
1 2 Liter Poly TAT R.:qU.:stL'II: Nonna!:./ Rush:
Specify:
t SubJca lo SC.W:hwk"C' I Fax Results:
Yes I ~ Circle Deliverable: C of A I QC Summary I Level I I Level 2 I Level 3 I Level 4 Renuuks: Are there any known hazards applicable to these samples? If so, please list the hazards Samnle CoUection Time Zone
~
Pacific Central Other Mountain Chain of Custody Signatures Sample SbippiDg and Delivery Details I~;'~
/C;~}ITimoI5/0 Received by (si~d)
Date Time GEL PM:
ERIN TRENT I&~~.,d-<:R J-Jrd-)' /51b Method of Shipment:
FEDEX Dale Shipped:
(/
2
?
Airbill #:
3 3
Airbill #:
\\.) Chain of Custody Number = Client D.:tecmlll<J For Lab Receivillg Use Ollly 1.) QC Codes: N = Nocmal Sompi<. TB = Trip Blank. fD = Fidd Ol.pli=. EB = &juipmcnt Blank. MS = Mnrix Spike Somplc. MSD = Matrix Spike Ol.pli= Sample, G = Grab. C = Composite 3.) Field Fillcred: For lilf,uld uuwiccs. indicate with a ~ y. lor yes Uk: sumple was tidd filteR:d or - N - tor sampk was not field filtered Custody Seal JlIIact?
4) Mwi. Codes: DW=Dnnking W~r. GW=Gruuoowater. SW=Surt;";e W~r. WW=W_ Water. W=Wakr. MbMisc Liquid. SO=Soil, SD=Sedimcnl. SL=Slud!.... SS=Solid W.,.." O=Oil, f=Filter. P=Wipe, U--Urioe, F=Fc.:..l. N=N...I YES NO
5) Sompk Anoi)'>i> RequeSlcd: ADaI)\\i~ mclhod requeSlcd (i.e 1126UB. 6111UIlf7470A) and number of L'UotoUner.s provided for.o.;b (i.e. 82608 - 3, 60108/7470A -1).
CookrTell/p:
6..) PrescNalive Type:: HA ~ HyUl\\K:bloriL: Acid, NI = Nitric Acid, SH :=; Sodium Hydrox.idc:. SA = Sulfuric Acid. AA = Ascorbic Acid. HX = &xane. ST = Sodium ThioliUlfute.lf no prc..seC'V"oIlive i~ aUdcd = lea\\o~ field blAnk.
C WHITE = LABORATORY YELLOW = FILE PINK = CLIENT

ML12340A771

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