Text

Entergy Pre-Filed Evidentiary Hearing Exhibit ENT00335C - GZA Q1 2009 - Pt C
	ML12089A615
Person / Time
Site:	Indian Point
Issue date:	03/29/2012
From:	; Entergy Nuclear Operations
To:	; Atomic Safety and Licensing Board Panel
	SECY RAS
Shared Package
12089A613	List: ML12089A615;
References
	RAS 22133, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01
	Download: ML12089A615 (33)
	v • d • e

ENT00335C Submitted: March 29, 2012

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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 curb Shrubs Trans.

Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open grate 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 Concrete Retaining Wall Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking Asphalt parking Concrete curb curb pad Asphalt curb Asphalt curb Asphalt curb Grass 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 TRANSFER POOL STORAGE POOL STORAGE POOL FAILED FUEL AUX. POOL DISASSEMBLY POOL CASK LOAD POOL CASK WASH & DISASSEMBLY ISOLATION PIT 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 OUT-1 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 2

2 2

2 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 20 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 6.39 8.97 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 16.9 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 641 489 7.24 4.24 5.20 6.05 5.78 8.19 3.83 4.05 9.65 0.64 9.13 3.41 4.01 9.47 2.00 2.19 5.89 2.99 5.49 5.75 8.12 7.63 8.35 1.95 5.66 6.68 7.56 6.50 4.45 5.46 4.55 0.44 0.31 1.99 42.10 10.00 11.86 12.60 46.83 34.96 14.29 36.03 34.78 44.12 46.44

-2.38

-2.07

-0.86

-0.50

-0.91 30.81 35.74 39.75 37.99 42.75 49.32 49.76 53.29 53.59 55.67 59.14 59.53 33.71 48.19 25.63 26.78 27.74 28.32 28.62 28.74 30.38 33.62 34.13 33.43 32.02 29.99 27.33 26.37 26.51 28.09 29.10 10.87 11.23 11.25 11.36 20.46 11.11 10.55 13.13 12.33 10.71 10.63 11.11

-0.25

-0.06

-0.08

-1.97

-2.46

-1.49

-3.14

-1.68

-2.08

-0.74

-0.64

-5.66

-3.28

-2.66

-1.33

-1.68

-2.15

-2.03

-1.13

-0.82

-2.86

-1.03

-1.87

-1.62

-0.68

-0.07

-2.43

-1.72

-3.41

-2.99

-1.43

-2.70 120.28 ND ND 8.99 13.4 28400 26800 ND ND ND ND ND ND ND ND ND ND 22.7 9.68

-0.33 25.13 Plant North N

N 1st QUARTER 2009 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

J:\\17,000-18,999\\17869\\17869-91.MG\\Figures\\GIS\\MXD Documents\\Q1_2009\\17869-91_Q1-2009_F08_Average-Cs-Co-Ni.mxd 50 0

50 100 150 25 Feet Figure No.:

Job No.:

Dwg. Date:

Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS 41.0017869.91 10-21-2009 8

INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.

One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 LEGEND 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.

Note:

Contours developed from limited data available on 01/09/2009. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

General Notes:

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

Cesium Data1 Average Cs, pCi/L Cobalt Data1 Average Co, pCi/L Nickel Data1 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 1st QUARTER 2009 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP 1

Groundwater Elevation Contours Footing Drain Active Storm Drain Catch Basin Abandoned Storm Drain Depth-Specific Data Probable Legacy Release Locations 11.3 11.9 12.6 12.8 Groundwater elevation for each screened interval at time of low river tide on 01/09/2009.

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.

Contours Other Than 10' Interval Ambient "Watertable" Contours 01/09/2009 (10' Interval) 20 5

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 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 MW-30-69 ND ND ND ND ND NA ND positive ND MW-54-37 ND NA ND NA ND NA ND positive ND MW-30-84 ND ND ND ND ND NA 8.97E+00 positive 8.97E+00 MW-54-58 ND NA ND NA ND NA ND positive ND MW-31-49 ND NA ND ND ND ND ND positive ND MW-54-123 ND NA ND NA ND NA ND positive ND MW-31-63 ND NA ND ND ND ND ND positive ND MW-54-144 ND NA ND NA ND NA ND positive ND MW-31-85 ND NA ND ND ND ND ND positive ND MW-54-173 ND NA ND NA ND NA ND positive ND MW-32-59 ND ND ND ND ND NA ND positive ND MW-54-190 ND NA ND NA ND NA ND positive ND MW-32-85 ND ND ND ND ND NA ND positive ND MW-55-24 ND NA ND NA ND NA ND positive ND MW-32-131 ND NA NA NA NA NA NA positive ND MW-55-35 ND NA ND NA NA NA ND positive ND MW-32-149 ND NA ND NA ND NA ND positive ND MW-55-54 ND NA ND NA ND NA ND positive ND MW-32-173 ND NA ND ND ND NA ND positive ND MW-56-53 NA NA NA NA ND NA NA positive ND MW-32-190 ND NA ND ND ND NA ND positive ND MW-56-83 NA NA NA NA ND NA NA positive ND MW-33 ND NA NA ND NA NA NA positive ND MW-57-11 ND NA NA NA ND NA NA positive ND MW-35 ND NA NA NA NA NA NA positive ND MW-57-20 ND NA NA NA ND NA NA positive ND MW-36-24 NA NA ND NA ND NA ND positive ND MW-57-45 ND NA NA NA ND NA NA positive ND MW-36-52 NA NA ND NA ND NA ND positive ND MW-58-26 NA NA NA NA ND NA ND positive ND MW-37-22 NA NA ND NA ND NA ND positive ND MW-58-65 NA NA NA NA ND NA ND positive ND MW-37-32 NA NA ND NA ND NA ND positive ND MW-60-35 ND NA ND NA ND NA ND positive ND MW-37-40 NA NA ND NA ND NA ND positive ND MW-60-53 ND NA ND NA ND NA ND positive ND MW-37-57 NA NA ND NA ND NA ND positive ND MW-60-72 ND NA ND NA ND NA ND positive ND MW-39-67 ND NA NA NA ND NA NA positive ND MW-60-135 ND NA ND NA ND NA ND positive ND MW-39-84 ND NA NA NA ND NA NA positive ND MW-60-154 ND NA ND NA ND NA ND positive ND MW-39-102 ND NA NA NA ND NA NA positive ND MW-60-176 ND NA ND NA ND NA ND positive ND MW-39-124 ND NA NA NA ND NA NA positive ND MW-62-18 NA NA ND NA ND NA ND positive ND MW-39-183 ND NA NA NA ND NA NA positive ND MW-62-37 NA NA ND NA ND NA ND positive ND MW-39-195 ND NA NA NA ND NA NA positive ND MW-62-53 NA NA ND NA ND NA ND positive ND MW-40-27 NA NA ND NA ND NA ND positive ND MW-62-71 NA NA ND NA ND NA ND positive ND MW-40-46 NA NA ND NA ND NA ND positive ND MW-62-92 NA NA ND NA ND NA ND positive ND MW-40-81 NA NA ND NA ND NA ND positive ND MW-62-138 NA NA ND NA ND NA ND positive ND MW-40-100 ND NA ND NA ND NA ND positive ND MW-62-182 NA NA ND NA ND NA ND positive ND MW-40-127 ND NA ND NA ND NA ND positive ND MW-63-18 ND NA ND NA ND NA ND positive ND MW-40-162 NA NA ND NA ND NA ND positive ND MW-63-34 ND NA ND NA ND NA ND positive ND MW-41-40 NA NA NA NA ND NA NA positive ND MW-63-50 ND NA ND NA ND NA ND positive ND MW-41-63 NA NA NA NA ND NA NA positive ND MW-63-93 ND NA ND NA ND NA ND positive ND MW-42-49 1.41E+04 NA 1.06E+04 2.21E+04 1.78E+04 1.54E+04 8.05E+04 3.79E+04 2.68E+04 MW-63-112 ND NA ND NA ND NA ND positive ND MW-42-78 NA NA ND NA ND NA ND 2.16E+02 ND MW-63-121 ND NA ND NA ND NA ND positive ND MW-43-28 NA NA NA NA ND NA NA positive ND MW-63-163 ND NA ND NA ND NA ND positive ND MW-43-62 NA NA NA NA ND NA NA positive ND MW-63-174 ND NA ND NA ND NA ND positive ND MW-44-66 ND NA ND NA ND NA ND positive ND MW-66-21 ND NA ND NA ND NA ND positive ND MW-44-102 ND NA ND NA ND NA ND positive ND MW-66-36 ND NA ND NA ND NA ND positive ND MW-45-42 ND NA ND NA ND NA ND positive ND MW-67-39 NA NA ND NA ND NA ND positive ND MW-45-61 ND NA ND NA ND NA ND positive ND MW-67-105 NA NA ND NA ND NA ND positive ND MW-46 ND NA ND NA ND NA ND positive ND MW-67-173 NA NA ND NA ND NA ND positive ND MW-49-26 ND NA ND NA ND NA ND positive ND MW-67-219 NA NA ND NA ND NA ND positive ND MW-49-42 ND NA ND NA ND NA ND positive ND MW-67-276 NA NA ND NA ND NA ND positive ND MW-49-65 ND NA ND NA ND NA ND positive ND MW-67-323 NA NA ND NA ND NA ND positive ND MW-50-42 NA NA ND NA ND NA ND positive ND MW-67-340 NA NA ND NA ND NA ND positive ND MW-50-66 ND NA ND ND ND ND ND positive ND MW-107 ND ND NA NA NA NA NA positive ND MW-51-40 ND NA ND NA ND NA ND positive ND MW-111 NA NA NA NA ND ND NA positive ND MW-51-79 ND NA ND NA ND NA ND positive ND U3-4D ND NA ND NA ND ND ND positive ND MW-51-104 NA NA ND NA ND NA ND positive ND U3-T1 ND NA ND NA ND NA ND positive ND MW-51-135 NA NA ND NA ND NA ND positive ND U3-T2 ND NA ND NA ND NA ND positive ND MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 ND NA NA NA ND NA NA positive ND MW-51-189 NA NA ND NA ND NA ND positive ND U1-CSS ND ND NA ND ND ND NA positive ND MW-52-11 ND NA NA NA NA NA NA positive ND U1-NCD NA NA NA NA NA NA 2.84E+04 2.84E+04 MW-52-122 ND NA NA NA NA NA NA positive ND U1-SFDS NA NA NA NA NA NA 6.39E+00 6.39E+00 MW-52-162 ND NA NA NA NA NA NA positive ND B-1 2.00E+01 NA NA NA NA NA NA 2.00E+01 MW-52-181 ND NA NA NA NA NA NA positive ND B-6 ND NA NA NA NA NA NA ND MW-53-82 NA NA ND NA ND NA ND positive ND MH-5 NA NA NA NA NA NA NA NA MW-53-120 ND NA ND ND ND ND ND positive ND Notes:

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.). 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.

Well ID Cesium-137 Results (pCi/L)

Investigation Level Rolling Annual Average Well ID Cesium-137 Results (pCi/L)

Investigation Level Rolling Annual Average Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 MW-30-69 ND ND ND NA ND NA ND positive ND MW-54-37 ND NA ND NA ND NA ND positive ND MW-30-84 ND ND ND NA ND NA ND positive ND MW-54-58 ND NA ND NA ND NA ND positive ND MW-31-49 ND NA ND NA ND ND ND positive ND MW-54-123 ND NA ND NA ND NA ND positive ND MW-31-63 ND NA ND NA ND ND ND positive ND MW-54-144 ND NA ND NA ND NA ND positive ND MW-31-85 ND NA ND NA ND ND ND positive ND MW-54-173 ND NA ND NA ND NA ND positive ND MW-32-59 ND ND ND NA ND NA ND positive ND MW-54-190 ND NA ND NA ND NA ND positive ND MW-32-85 ND ND ND NA ND NA ND positive ND MW-55-24 ND NA ND NA ND NA ND positive ND MW-32-131 ND NA NA NA NA NA NA positive ND MW-55-35 ND NA ND NA NA NA ND positive ND MW-32-149 ND NA ND NA ND NA ND positive ND MW-55-54 ND NA ND NA ND NA ND positive ND MW-32-173 ND NA ND NA ND NA ND positive ND MW-56-53 NA NA NA NA ND NA NA positive ND MW-32-190 ND NA ND NA ND NA ND positive ND MW-56-83 NA NA NA NA ND NA NA positive ND MW-33 ND NA NA NA NA NA NA positive ND MW-57-11 ND NA NA NA ND NA NA positive ND MW-35 ND NA NA NA NA NA NA positive ND MW-57-20 ND NA NA NA ND NA NA positive ND MW-36-24 NA NA ND NA ND NA ND positive ND MW-57-45 ND NA NA NA ND NA NA positive ND MW-36-52 NA NA ND NA ND NA ND positive ND MW-58-26 NA NA NA NA ND NA ND positive ND MW-37-22 NA NA ND NA ND NA ND positive ND MW-58-65 NA NA NA NA ND NA ND positive ND MW-37-32 NA NA ND NA ND NA ND positive ND MW-60-35 ND NA ND NA ND NA ND positive ND MW-37-40 NA NA ND NA ND NA ND positive ND MW-60-53 ND NA ND NA ND NA ND positive ND MW-37-57 NA NA ND NA ND NA ND positive ND MW-60-72 ND NA ND NA ND NA ND positive ND MW-39-67 ND NA NA NA ND NA NA positive ND MW-60-135 ND NA ND NA ND NA ND positive ND MW-39-84 ND NA NA NA ND NA NA positive ND MW-60-154 ND NA ND NA ND NA ND positive ND MW-39-102 ND NA NA NA ND NA NA positive ND MW-60-176 ND NA ND NA ND NA ND positive ND MW-39-124 ND NA NA NA ND NA NA positive ND MW-62-18 NA NA ND NA ND NA ND positive ND MW-39-183 ND NA NA NA ND NA NA positive ND MW-62-37 NA NA ND NA ND NA ND positive ND MW-39-195 ND NA NA NA ND NA NA positive ND MW-62-53 NA NA ND NA ND NA ND positive ND MW-40-27 NA NA ND NA ND NA ND positive ND MW-62-71 NA NA ND NA ND NA ND positive ND MW-40-46 NA NA ND NA ND NA ND positive ND MW-62-92 NA NA ND NA ND NA ND positive ND MW-40-81 NA NA ND NA ND NA ND positive ND MW-62-138 NA NA ND NA ND NA ND positive ND MW-40-100 ND NA ND NA ND NA ND positive ND MW-62-182 NA NA ND NA ND NA ND positive ND MW-40-127 ND NA ND NA ND NA ND positive ND MW-63-18 ND NA ND NA ND NA ND positive ND MW-40-162 NA NA ND NA ND NA ND positive ND MW-63-34 ND NA ND NA ND NA ND positive ND MW-41-40 NA NA NA NA ND NA NA positive ND MW-63-50 ND NA ND NA ND NA ND positive ND MW-41-63 NA NA NA NA ND NA NA positive ND MW-63-93 ND NA ND NA ND NA ND positive ND MW-42-49 1.69E+01 NA ND NA ND ND ND 3.38E+01 1.69E+01 MW-63-112 ND NA ND NA ND NA ND positive ND MW-42-78 NA NA ND NA ND NA ND positive ND MW-63-121 ND NA ND NA ND NA ND positive ND MW-43-28 NA NA NA NA ND NA NA positive ND MW-63-163 ND NA ND NA ND NA ND positive ND MW-43-62 NA NA NA NA ND NA NA positive ND MW-63-174 ND NA ND NA ND NA ND positive ND MW-44-66 ND NA ND NA ND NA ND positive ND MW-66-21 ND NA ND NA ND NA ND positive ND MW-44-102 ND NA ND NA ND NA ND positive ND MW-66-36 ND NA ND NA ND NA ND positive ND MW-45-42 ND NA ND NA ND NA ND positive ND MW-67-39 NA NA ND NA ND NA ND positive ND MW-45-61 ND NA ND NA ND NA ND positive ND MW-67-105 NA NA ND NA ND NA ND positive ND MW-46 ND NA ND NA ND NA ND positive ND MW-67-173 NA NA ND NA ND NA ND positive ND MW-49-26 ND NA ND NA ND NA ND positive ND MW-67-219 NA NA ND NA ND NA ND positive ND MW-49-42 ND NA ND NA ND NA ND positive ND MW-67-276 NA NA ND NA ND NA ND positive ND MW-49-65 ND NA ND NA ND NA ND positive ND MW-67-323 NA NA ND NA ND NA ND positive ND MW-50-42 NA NA ND NA ND NA ND positive ND MW-67-340 NA NA ND NA ND NA ND positive ND MW-50-66 ND NA ND NA ND ND ND positive ND MW-107 ND ND NA NA NA NA NA positive ND MW-51-40 ND NA ND NA ND NA ND positive ND MW-111 NA NA NA NA NA ND NA positive ND MW-51-79 ND NA ND NA ND NA ND positive ND U3-4D ND NA ND NA ND ND, ND ND positive ND MW-51-104 NA NA ND NA ND NA ND positive ND U3-T1 ND NA ND NA ND NA ND positive ND MW-51-135 NA NA ND NA ND NA ND positive ND U3-T2 ND NA ND NA ND NA ND positive ND MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 ND NA NA NA ND NA NA positive ND MW-51-189 NA NA ND NA ND NA ND positive ND U1-CSS ND ND NA NA ND ND NA positive ND MW-52-11 ND NA NA NA NA NA NA positive ND U1-NCD NA NA NA NA NA NA ND ND MW-52-122 ND NA NA NA NA NA NA positive ND U1-SFDS NA NA NA NA NA NA ND ND MW-52-162 ND NA NA NA NA NA NA positive ND B-1 ND NA NA NA NA NA NA ND MW-52-181 ND NA NA NA NA NA NA positive ND B-6 ND NA NA NA NA NA NA ND MW-53-82 NA NA ND NA ND NA ND positive ND MH-5 NA NA NA NA NA NA NA NA MW-53-120 ND NA ND NA ND ND ND positive ND Notes:

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.). 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.

Well ID Cobalt-60 Results (pCi/L)

Investigation Level Rolling Annual Average Well ID Cobalt-60 Results (pCi/L)

Investigation Level Rolling Annual Average Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Investigation Level Quarter 2 Post Quarter 2 Quarter 3 Post Quarter 3 Quarter 4 Post Quarter 4 Quarter 1 Investigation Level 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 MW-30-69 NA NA NA NA NA NA NA positive NA MW-54-37 ND NA ND NA ND NA ND positive ND MW-30-84 NA NA NA NA NA NA NA positive NA MW-54-58 ND NA ND NA ND NA ND positive ND MW-31-49 NA NA NA NA NA NA NA positive NA MW-54-123 ND NA ND NA ND NA ND positive ND MW-31-63 NA NA NA NA NA NA NA positive NA MW-54-144 ND NA ND NA ND NA ND positive ND MW-31-85 NA NA NA NA NA NA NA positive NA MW-54-173 ND NA ND NA ND NA ND positive ND MW-32-59 NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND NA ND positive ND MW-32-85 NA NA NA NA NA NA NA positive NA MW-55-24 ND NA ND NA ND NA ND positive ND MW-32-131 NA NA NA NA NA NA NA positive NA MW-55-35 ND NA ND NA NA NA ND positive ND MW-32-149 NA NA NA NA NA NA NA positive NA MW-55-54 ND NA ND NA ND NA ND positive ND MW-32-173 NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA NA NA NA NA positive NA MW-32-190 NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA NA NA NA NA positive NA MW-33 NA NA NA NA NA NA NA positive NA MW-57-11 ND NA NA NA ND NA NA positive ND MW-35 NA NA NA NA NA NA NA positive NA MW-57-20 ND NA NA NA ND NA NA positive ND MW-36-24 NA NA NA NA NA NA NA positive NA MW-57-45 ND NA NA NA ND NA NA positive ND MW-36-52 NA NA NA NA NA NA NA positive NA MW-58-26 NA NA NA NA NA NA NA positive NA MW-37-22 NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA NA NA NA NA positive NA MW-37-32 NA NA NA NA NA NA NA positive NA MW-60-35 NA NA NA NA NA NA ND positive ND MW-37-40 NA NA NA NA NA NA NA positive NA MW-60-53 NA NA NA NA NA NA ND positive ND MW-37-57 NA NA NA NA NA NA NA positive NA MW-60-72 NA NA NA NA NA NA ND positive ND MW-39-67 NA NA NA NA NA NA NA positive NA MW-60-135 NA NA NA NA NA NA ND positive ND MW-39-84 NA NA NA NA NA NA NA positive NA MW-60-154 NA NA NA NA NA NA ND positive ND MW-39-102 ND NA NA NA NA NA NA positive ND MW-60-176 NA NA NA NA NA NA ND positive ND MW-39-124 ND NA NA NA NA NA NA positive ND MW-62-18 NA NA NA NA NA NA NA positive NA MW-39-183 ND NA NA NA NA NA NA positive ND MW-62-37 NA NA NA NA NA NA NA positive NA MW-39-195 ND NA NA NA NA NA NA positive ND MW-62-53 NA NA NA NA NA NA NA positive NA MW-40-27 NA NA ND NA ND NA ND positive ND MW-62-71 NA NA NA NA NA NA NA positive NA MW-40-46 NA NA ND NA ND NA ND positive ND MW-62-92 NA NA NA NA NA NA NA positive NA MW-40-81 NA NA ND NA ND NA ND positive ND MW-62-138 NA NA NA NA NA NA NA positive NA MW-40-100 NA NA ND NA ND NA ND positive ND MW-62-182 NA NA NA NA NA NA NA positive NA MW-40-127 NA NA ND NA ND NA ND positive ND MW-63-18 ND NA NA NA NA NA NA positive ND MW-40-162 NA NA ND NA ND NA ND positive ND MW-63-34 ND NA NA NA NA NA NA positive ND MW-41-40 NA NA NA NA NA NA NA positive NA MW-63-50 ND NA NA NA NA NA NA positive ND MW-41-63 NA NA NA NA NA NA NA positive NA MW-63-93 ND NA NA NA NA NA NA positive ND MW-42-49 7.34E+02 NA 3.13E+02 4.62E+02 2.71E+02 2.44E+02 9.12E+02 8.42E+02 4.89E+02 MW-63-112 ND NA NA NA NA NA NA positive ND MW-42-78 NA NA ND NA ND NA NA positive ND MW-63-121 ND NA NA NA NA NA NA positive ND MW-43-28 NA NA NA NA NA NA NA positive NA MW-63-163 ND NA NA NA NA NA NA positive ND MW-43-62 NA NA NA NA NA NA NA positive NA MW-63-174 ND NA NA NA NA NA NA positive ND MW-44-66 NA NA NA NA NA NA NA positive NA MW-66-21 ND NA ND NA ND NA ND positive ND MW-44-102 NA NA NA NA NA NA NA positive NA MW-66-36 ND NA ND NA ND NA ND positive ND MW-45-42 NA NA NA NA NA NA NA positive NA MW-67-39 NA NA ND NA ND NA ND positive ND MW-45-61 NA NA NA NA NA NA NA positive NA MW-67-105 NA NA ND NA ND NA ND positive ND MW-46 NA NA NA NA NA NA NA positive NA MW-67-173 NA NA ND NA ND NA ND positive ND MW-49-26 ND NA ND NA ND NA ND positive ND MW-67-219 NA NA ND NA ND NA ND positive ND MW-49-42 ND NA ND NA ND NA ND positive ND MW-67-276 NA NA ND NA ND NA ND positive ND MW-49-65 ND NA ND NA ND NA ND positive ND MW-67-323 NA NA ND NA ND NA ND positive ND MW-50-42 NA NA ND NA ND NA ND positive ND MW-67-340 NA NA ND NA ND NA ND positive ND MW-50-66 ND NA ND ND ND ND ND positive ND MW-107 NA NA NA NA NA NA NA positive NA MW-51-40 NA NA ND NA ND NA ND positive ND MW-111 NA NA NA NA NA NA NA positive NA MW-51-79 NA NA ND NA ND NA ND positive ND U3-4D NA NA NA NA NA NA NA positive NA MW-51-104 NA NA ND NA ND NA ND positive ND U3-T1 NA NA NA NA NA NA NA positive NA MW-51-135 NA NA ND NA ND NA ND positive ND U3-T2 NA NA NA NA NA NA NA positive NA MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 NA NA NA NA ND NA NA positive ND MW-51-189 NA NA ND NA ND NA ND positive ND U1-CSS NA ND NA NA ND NA NA positive ND MW-52-11 NA NA NA NA NA NA NA positive NA U1-NCD NA NA NA NA NA NA 6.41E+02 6.41E+02 MW-52-122 NA NA NA NA NA NA NA positive NA U1-SFDS NA NA NA NA NA NA ND ND MW-52-162 NA NA NA NA NA NA NA positive NA B-1 NA NA NA NA NA NA NA NA MW-52-181 NA NA NA NA NA NA NA positive NA B-6 NA NA NA NA NA NA NA NA MW-53-82 NA NA ND NA ND NA ND positive ND MH-5 NA NA NA NA NA NA NA NA MW-53-120 2.22E+01 NA 2.65E+01 1.94E+01 ND ND ND 4.54E+01 2.27E+01 Notes:

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.). 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.

Well ID Nickel Results (pCi/L)

Rolling Annual Average Well ID Nickel Results (pCi/L)

Rolling Annual Average

FINAL QUARTERLY LONG-TERM GROUNDWATER MONITORING REPORT Q1 2009 (REPORT NO. 5)

APPENDIX A: LIMITATIONS

~ ------

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 2009 (REPORT NO. 5)

APPENDIX B: TRANSDUCER INSTALLATION LOGS

~ ------

I

.t:K IN" I ALL" IIUN LUb GZA GEOENVIRONMENTAL OF NEW YORK Client Well 10 HR*, #2 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FiNAL BORING DEPTH (FT)

DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 1/22109 PSI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16593 CASING DIAMETER (INCH) 2 NV STATIC GROUNDWATER TABLE ELEVATION (FT) 2.29 GZA ENGINEER M. Brilos A. Altieri 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:

18.50 FT M.S.L.

CASING ELEVATION:

18.50 FT M.$.L.

CASING ABOVE (+) OR BELOW H GROUND:

above II t

+ t DISTANCE FROM CASING TO GROUND (+ OR.):

0.00 FT GROUND.....'

MEASURED CABLE LENGTH FT SURFACE

"'=

.:p TIME OF MEASUREMENT:

8:57 HRS

"\\7 MEASUREMENT TAKEN FROM; TOC WATER.................

~

TABLE DEPTH TO WATER:

16.21 FT ACTUAL DEPTH:

+

?

FT THEORETICAL CABLE LENGTH:

VALUE!

FT HAVE CLOCKS BEEN SYNCHRONIZED?

0 check Co>

all t+-

IS TRANSDUCER SET TO TAKE "S URFACE ~ READINGS?

btl

<hec' CABLE

............................. ~ ell

¢>

ELEVATION OF MEASURING POINT:

18.50 FTM.S.L.

DEPTH TO WATER:

16.21 FT REFERENCE ELEVATION:

2.29 FT M.5.L.

TEST NAME:

HR-1#2 PRESSUI1];......................... ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

8:59 HRS

....... ~ *..

SENSOR.................... '

WELL..

BonOM.......

LEGEND:

DTW

DEPTH TO WATER DTB. DEPTH TO BonOM OF WELL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACE! TOP OF CASING NOTES:

GZA IWELL 10.

HR*1

LAllI )N LUIj GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-22 440 NINTH AVENUE, 181h FLOOR Enlergy SHEET lof l NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO 010017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 112112009 PSI CAPACITY 30 CASING ELEVATION (FT) 14.852 SERIAL NUMBER 6753 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT)

5.10 GZA ENGINEER M. Brilos A. Altieri 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 11

+ t DISTANCE FROM CASING TO GROUND (+ OR.):

-0.17 FT GROUND.. ""

MEASURED CABLE LENGTH :

FT SURFACE

~

'T' TIME OF MEASUREMENT:

12:22 HRS 1'\\7 MEASUREMENT TAKEN FROM:

TOC WATER................*

~

TABLE l'

DEPTH TO WATER:

9.75 FT ACTUAl DEPTH:

+

12.20 FT THEORETICAL CABLE LENGTH:

21.95 FT

...i.J Q

HAVE CLOCKS BEEN SYNCHRONIZED?

IZI oheck IS TRANSDUCER SET TO TAKE "SUR FACE ~ READINGS?

blI

'heck CABLE

........................... ~

CI1

¢>

ELEVATION OF MEASURING POINT:

14.852 OFT M.S.L OEPTH TO WATER :

9.75 FT REFERENCE ELEVATION:

5.102 OFT M.S.l.

TEST NAME:

MW37-22 PR ESSU~f....................... ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME :

12:24 HRS

....... ~ * *,,

SENSOR.'..

WELL..

BOnOM LEGENO:

DTW

DEPTH TO WATER DTB

DEPTH TO BOnOM OF WELL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEJ TOP OF CASING NOTES:

GZA IWELL 10 :

MW* 37*22

T II, lALLA nON LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-32 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 10f1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO, 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 15.021 DATE 1121109 PSI CAPACITY 30 CASING ELEVATION (FT) 14.791 SERIAL NUMBER CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 5.05 GZA ENGINEER M. Brilos A. Altieri 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 BonOM:

32.00 FT CONNECTOR.......................

GROUND ELEVATION:

15.021 FT M.S.l.

CASING ELEVATION:

14.791 FTM.S.l.

CASING ABOVE (+1 OR BELOW H GROUND:

below

~

t +

DISTANCE FROM CAS ING TO GROUND (+ OR.):

-0.230 FT GROUND.. /

MEASURED CABLE LENGTH:

FT SURFACE

~

TIME OF MEASUREMENT:

12:29 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. '\\7

TABLE DEPTH TO WATER :

9.74 FT ACTUAl DEPTH:

+

14.581 FT THEORETICAl CABLE LENGTH:

24.321 FT HAVE CLOCKS BEEN SYNCHRONIZED?

IZI

,heck 9

~

IS TRANSDUCER SET TO TAKE ~SURFACE" READINGS?

I:LI

,heck CABLE.............................. ~

Q

~

ELEVATION OF MEASURING POINT:

14.791 FT M.S.L DEPTH TO WATER :

9.74 FT REFERENCE ELEVATION:

5.051 FT M.S.L.

TEST NAME:

MW-37-32 PRESSU~Ji:.....*.................. ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:30 HRS

........ ~ *

SENSOR.. '

WELL BOnOM....

LEGEND:

DTW

DEPTH TO WATER DTB. DEPTH TO BonOM OF WELL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEJ TOP OF CASING NOTES:

GZA IWELL 10

MW*37* 32

UL IN:> I ALLA III IN LU\\:i GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-40 440 NINTH AVENUE, 18th FLOOR Entergy SHEET

, of '

NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.9' SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 15021 DATE 1/21/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.852 SERIAL NUMBER 2280 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) '

6.77 GZA ENGINEER M. Britos A. Altieri 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 (to) OR BELOW (-) GROUND:

below

. 11 DISTANCE FROM CASING TO GROUND (+ OR -I:

-0. t 69 FT GROUND:":

MEASURED CABLE LENGTH:

FT SURFACE e:.

TIME OF MEASUREMENT:

12:36 HRS MEASUREMENT TAKEN FROM:

TOC WATER 1'7

~

TABLE

~

DEPTH TO WATER :

8.08

'FT ACTUAL DEPTH:

+

32.165 FT THEORETICAL CABLE LENGTH:

40.245 FT HAVE CLOCKS BEEN SYNCHRONIZED?

121 check Q a.

ILl IS TRANSDUCER SET TO TAKE "SURFACE ft READINGS?

CABLE......... _................... ~

Q

~

ELEVATION OF MEASURING POINT:

14.852 FT M.S.l.

DEPTH TO WATER:

808

'FT REFERENCE ELEVATION:

6.772

'FT M.S.l.

TEST NAME:

MW-37-40 PRESSUF!f;......................... ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME :

12:38 HRS

....... ~ * *..

SENSOR....*...

WELL........

BOnOM LEGEND '

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

GZA IWELL 10 :

MW*37-40

I IN::>TALLATION LOG GZA GEOENVIRONMENTAl OF NEW YORK CHent WELL 10 MW-35 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 10rl NEW YORK, NEW YORK 10001 Indian Point Energy Cenler FILE NO 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian PoInt MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 29.80 DATUM NGVD 29 MAKE MiniTroJi GROUND ElEVATION (FT) 18.604 DATE 2111109 PSI CAPACITY 30 CASING ELEVATION (FT) 18.444 SERIAL NUMBER 195 CASING DIAMETER (INCH) 4 STATIC GROUNDWATER TABLE ELEVATION (FT) 9.82 GZA ENGINEER M. Brilos oil 011 surface is interfering with reading 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 BonOM:

29.80 FT CONNECTOR.......................

GROUND ELEVATION:

18.604 FT M.S.L.

CASING ELEVATION:

18.444 FTM,S.L.

CASING ABOVE 1+1 OR BElOW H GROUND:

below II

+...

DISTANCE FROM CASING TO GROUND (+ OR -):

-0. 160 FT GROUNO... ""

MEASURED CABLE LENGTH:

FT SURFACE

~

TIME OF MEASUREMENT:

12:03 HRS MEASUREMENT TAKEN FROM :

TOC WATER...............

'\\7

~

TABLE

~

DEPTH TO WAT ER :

8.96 FT ACTUAL DEPTH:

+

17.117 FT THEORETICAL CABLE LENGTH :

26.077 FT

...i.I HAVE CLOCKS BEEN SYNCHRONIZED?

0 check Q....

IS TRANSDUCER SET TO TAKE ~SURFACE" READINGS?

6t1 check CABLE............................. ~ 0 ELEVATION OF MEASURING POINT:

18.444 FT M.S.L.

DEPTH TO WATER:

8.96 FT REFERENCE ELEVATION:

9,484 FTM.S.l.

TEST NAME:

MW-35 PRESSU~~........................ ~

LOGGING INTERVAL :

20 MIN TRANSDUCER TEST START TIME :

12:03 HRS

.. ~ *

t-SENSOR...............

WELL BOnOM LEGEND:

DTW

DEPTH TO WATER DTB

DEPTH TO BOnOM OF WelL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 :

MW-35

I

. I.. " lALLA IIUN LUIi GZA GEOENVIRONMENTAL OF NEW YORK Clienl WEll to MW-36-52 440 NINTH AVENUE. 18th FLOOR Entergy SHEET 10fl NEW YORK. NEW YORK 10001 Indian Point Energy Center FilE NO 010017669.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Iridian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 54.00 DATUM NGVD29 MAKE MiniTroli GROUND ELEVATION (FT) 11.799 DATE 1122109 PSI CAPACITY 30 CASING ELEVATION (FT) 11.670 SERIAL NUMBER CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 6.65 GZA ENGINEER M. Brites A. Altieri 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:

52.00 FT CONNECTOR************************...

GROUND EleVATION:

11.799 FT M.S.L CASING ELEVATION:

11.670 FT M.S.L.

CASING ABOVE (+) OR BELOW H GROUND:

below

'I t

DISTANCE FROM CASING TO GROUND (+ OR.J:

-0.129 FT GROUND.....'

MEASURED CABLE LENGTH:

FT SURFACE

-r-TIME OF MEASUREMENT:

10:36 HRS MEASUREMENT TAKEN FROM:

casing WATER................. IV'

~

TABLE

~

DEPTH TO WATER :

5.02 FT ACTUAL DEPTH:

+

46.515 FT THEORETICAL CABLE LENGTH:

51.535 FT HAVE CLOCKS BEEN SYNCHRONIZED?

121

"'eck 9 a..

IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

6.1 check CABLE.............................. ~ Q

'f' 4iC,

ELEVATION OF MEASURING POINT:

11.670 FT M.S.l.

DEPTH TO WATER :

5.02 FT REFERENCE ELEVATION:

6.650 FT M.S.l.

TEST NAME:

MW-36-52 PR ES SU ~,!i: ****

.................... ~

LOGGING INTERVAl:

20 MIN TRANSDUCER TEST START TIME:

10:38 HRS

..... 0 SENSOR *...............

W ELL......

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 jWELL 10.

MW*J6...52

II

' r ALLA IIUN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WEll 10 MW42-78 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Poinl Energy Center FILE NO 01.001786991 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 80.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 69.714 DATE 2113109 PSI CAPACITY 30 CASING ELEVATION (FT) 69.524 SERiAl NUMBER 16626 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 35.55 GZA ENGINEER M. Brilos A. Altieri 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***************.........

r GROUND ELEVATION:

69.71 FT M.S.L CASING ELEVATION:

69.52 FTM.S.L.

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

below 11 DISTANCE FROM CASING TO GROUND (. OR -J:

-0.19 FT GROUND:/

MEASURED CABLE LENGTH:

FT SURFACE iI!=

...... 'f TIME OF MEASUREMENT:

12:40 HRS MEASUREMENT TAKEN FROM:

TOC WATER................ '\\7

~

TABLE r

DEPTH TO WATER:

33.97 FT ACTUAL DEPTH :

+

43.461 FT THEORETICAL CABLE LENGTH:

77.431 FT

...lJ HAVE CLOCKS BEEN SYNCHRONIZED?

~

<h&k 0....

IS TRANSDUCER SET TO TAKE RSURFACE" READINGS?

check CABLE...............................

0

<i=>

ELEVATION OF MEASURING POINT:

69.524 FT M.S.l.

DEPTH TO WATER:

33.97 FT REFERENCE ELEVATION:

35.554 FT M.S.l.

TEST NAME:

MW42-78 PRESSU~ ~........................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

12:40 HRS

........ 0 *..

SENSOR.......

WELL..........

BOTTOM LEGEND:

OTW - DEPTH TO WATER OTB - 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 10 :

MW-42-78

IK IN::; I ALLA II! IN LUI>

GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-4)'28 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10f1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD29 MAKE MiniTroti GROUND ELEVATION (FT) 48.760 DATE 2112109 PSI CAPACITY 30 CASING ELEVATION (FT) 48.021 SERIAL NUMBER 11331 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE elEVATION (FT) 32.22 GZA ENGINEER M. Britos ELEVATION OF MEASURING POINT* DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER" ACTUAL DEPTH = CABLE LENGTH (il transducer is functioning properly)

CABLE DEPTH TO BOTTOM:

28.00 FT CONNECTOR".....................

GROUND ELEVATION:

48.760 FT M.S.L CASING ELEVATION:

48.021 FTM.S.L CASING ABOVE (+) OR BELOW (-) GROUND:

below

!I t

+ +

DISTANCE FROM CASING TO GROUND (+ OR -):

-0.739 FT GROUND:/

MEASURED CABLE LENGTH:

FT SURFACE

~

cp TIME OF MEASUREMENT:

9:32 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. "\\7

~

TABLE r

DEPTH TO WATER:

15.80 FT ACTUAL DEPTH:

+

11.119 FT THEORETICAL CABLE LENGTH:

26.919 FT HAVE CLOCKS BEEN SYNCHRONIZED?

~

check 9 '*"

Q 0;-

IS TRANSDUCER SET TO TAKE HS U RFACE ~ READINGS?

check CABLE............................ ~

elEVATION OF MEASURING POINT:

48.021 FTM,S.l.

DEPTH TO WATER:

15.80 FT REFERENCE ELEVATION:

32.221 FT M.S.l.

TEST NAME:

MW-43-28 PRESSU~~......................~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9:32 HRS

.0 *

SENSOR.*............

WELL..

BOTTOM

~

LEGEND:

DTW - DEPTH TO WATER DTB

DEPTH TO BOTTOM OF WELL AD - ACTUAL OEPTH OF TRANSOUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES; GZA

_ (WELL 10 :

MW-43-28

Ul't K L.LA III IN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-43-62 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10fl NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO, 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 48.761 DATE 2112/09 PSI CAPACITY 3D CASING ELEVATION (FT) 47.821 SERIAL NUMBE R 16236 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 30.50 GZA ENGINEER M. Brilos 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 FTM.S.L.

CASING ELEVATION :

47.821 FT M,$,L.

CASING ABOVE (+) OR BELOW (-) GROUND; below

. !I t

DISTANCE FROM CASING TO GROUND (+ OR.):

-0.940 FT GROUND *. ""

MEASURED CABLE LE NGTH:

FT SURFACE TIME OF MEASUREMENT:

9:22 HRS 1'\\7 MEASUREMENT TAKEN FROM:

TOC W ATER............. **

~

TABLE t

DEPTH TO WATER :

17.32 FT ACTUAL DEPTH:

+

36.126 FT THEORETICAL CABLE LENGTH :

53.446 FT

...;.I HAVE CLOCKS BEEN SYNCHRONIZED?

~

check 0 -

IS TRANSDUCER SET TO TAKE "SURFACE"' READINGS?

check CABLE

.......................... ~

Ci:I

¢o 00(

ELEVATION OF MEASURING POINT:

47.821 FT M.S.L.

DEPTH TO WATER:

17.32 FT REFERENCE ELEVATION:

30.501 FTM.SL TEST NAME:

MW-43-62 PR ESSU ~~ **..................... ~

LOGGING INTERVAL:

20 MIN TRANSOUCER TEST START TIME:

9:22 HRS

.... ~ 0 SENSOR..........

WELL BOTTOM LEGEND:

DTW

DEPTH TO W ATER DTB

DEPTH TO BOTTOM OF WELL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWEl L ID :

MW--43-62

I IU{;IoK IN:; lALLA IIUN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-44-67 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO.

010017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION 1001311 Point MANUFACTURER In*Situ FiNAL BORING DEPTH (FT) 105.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 212109 PSI CAPACITY 30 CASiNG ELEVATION (FT) 93.02 SERIAL NUMBER CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 33.28 GZA ENGINEER M. Brilos A. Altieri 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 FTM.S.L CASING ELEVATION:

93.02 FTM.S.l.

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

below

. tI OIST ANCE FROM CASING TO GROUND (+ OR.):

0.50 FT GROUND:""

MEASURED CABLE LENGTH :

FT SURFACE cp TIME OF MEASUREMENT:

9:36 HRS MEASUREM ENT TAKEN FROM; TOC

.'\\7

WATER.......... -.....

TABLE DEPTH TO WATER:

59.74 FT ACTUAL DEPTH:

+

4.414 FT THEORETICAL CABLE LENGTH:

64.154 FT

..l.I HAVE CLOCKS BEEN SYNCHRONIZED?

0 0 a.

IS TRANSDUCER SET TO TAKE RSURFACER READINGS?

blI

, hed<

CABLE.............................

Cl

~

ELEVATION OF MEASURING POINT; 93.02 FTM.S.l.

OEPTH TO WATER:

59.74 FT 33.28 REFERENCE ELEVATION:

FT M.S.l.

TEST NAME:

MW-44-67 PRESSU~f;........................ ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9:37 HRS SENSOR.......

WELL.. '"

BOnOM LEGEND:

DTW

DEPTH TO WATER DlB

DEPTH TO BOnOM OF WElL AD

ACTUAL DEPTH OF TRANSOUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUNO SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 :

MW-44-67

IKAN:iUUl,;I:K

_A III IN LUI>

GZA GEOENVIRONMENTAL OF NEW YORK Cbent WEll 10 MW-46 440 NINTH AVENUE. 181h FLOOR Entergy SHEET

, of1 NEW YORK. NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATtoN Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 30.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.08 DATE 2/5/09 PSI CAPACITY 30 CASING ELEVATION (FT) 16.97 SERIAL NUMBER CASING DIAMETER (INCH) 4 STATIC GROUNDWATER TABLE ELEVATION (FTJ 12.41 GZA ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT

DEPTH TO WATER:: REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH :: CABLE LENGTH (iltransducer 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 (+1 OR BELOW (.) GROUND:

!I

-+

DISTANCE FROM CASING TO GROUND (i> OR -I:

-1.11 GROUND.. ""

FT MEASURED CABLE LENGTH:

FT SURFACE 11 :43 TIME OF MEASUREMENT:

HRS MEASUREMENT TAKEN FROM:

TOC WATER................ 1'\\7

~

TABLE DEPTH TO WATER:

4.56 FT ACTUAL DEPTH:

+

23.53 FT THEORETICAL CABLE LENGTH:

28.09 FT

..Lr HAVE CLOCKS BEEN SYNCHRONIZED?

~

check Q a.

t+-

IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE......

.... ~

Q

¢>

~

ELEVATION OF MEASURING POINT:

16.97 FT M.S.L.

DEPTH TO WATER:

4.56 FT REFERENCE ELEVATION:

12.41 FT M.S.L TEST NAME:

MW-46 PRESSU~~......

....... ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11 :44 HRS

....... ~

SENSOR.....

WELL BOn OM LEGEND:

DTW

DEPTH TO WATER DTB

DEPTH TO BOnOM OF WEll AD

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

GZA WELL 10 :

MW-46

)Ul;t:K ~I~:;_I ALLA IIUN L U G GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-47-56 440 NINTH AVENUE. 181h FLOOR Entergy SHEET 10f1 NEW YORK. NEW YORK 10001 Indian Point Energy Center FILE NO 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BOR ING DEPTH (FT) 80.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 70~32 DATE 2113/09 PSI CAPACITY 30 CASING ELEVATION (FT) 69.81 SERIAL NUMBER 15843 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 22.61 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT

DEPTH TO WAT ER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

OEPTH TO WATER + ACTUAl DEPTH = CABLE LENGTH (if transd ucer is functioning properly)

CABLE DEPTH TO BOTTOM:

56.00 FT CONNECTOR......................

GROUND ELEVATION:

70.32 FTM.S.L.

CASING ELEVATION:

69.81 FT M.S.L CASING ABOVE (+1 OR BELOW H GROUND:

below l'

... +

DISTANCE FROM CASING TO GROUND (+ OR -):

-0.51 FT GROUND.. ""

MEASURED CABLE LENGTH:

FT SURFACE

<?

TIME OF MEASUREMENT:

11 :00 HRS l-v

~

MEASUREMENT TAKEN FROM:

TOC WATER 7

TABLE DEPTH TO WATER:

47.20 FT ACTUAL DEPTH:

+

3.32 FT THEORETICAL CABLE LENGTH :

50.52 FT

..lJ HAVE CLOCKS BEEN SYNC HRONIZED?

~

check 0

m IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE............................. ~ Q "T'

-=

ELEVATION OF MEASURING POINT:

69.81 FT M.S.L.

DEPTH TO WATER :

47.20 FT REFERENCE ElEVATION:

22.61 FT M.S.L.

TEST NAME:

MW47-57 PRESSU~!;.......................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

11 :00 HRS

....... ~ 0

'I'

'I' 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 SURFACEI TOP OF CASING NOTES:

GZA IWEllID :

MW-47*56

It<,

ER IN" IALLAIIVN LV" GZA GEOENVIRONMENT AL OF NEW YORK Client WELL 10 MW-52-11 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10f l NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO.

01.001786991 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 12.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 16.77 DATE 2111109 PSI CAPACITY 30 CASING ELEVATION (FT) 16.28 SERIAL NUMBER 5533 CASING OIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 7.99 GZA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ElEVATION)

DEPTH TO WATER" ACTUAL DEPTH = CABLE LENGTH (i'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 GROUND.. ""

FT MEASURED CABLE LENGTH:

FT SURFACE

~

TIME OF MEASUREMENT; 14:32 HRS 1'\\7 MEASUREMENT TAKEN FROM; TOC WATER................*

TABLE t

DEPTH TO WATER:

8.29 FT ACTUAl DEPTH:

+

3.75 FT THEORETICAl CABLE LENGTH:

12.04 FT

..lJ HAVE CLOCKS BEEN SYNCHRONIZED?

IZI

'hock Q

cD IS TRANSDUCER SET TO TAKE "SURFACE" READINGS ?

b.1 CABLE......... _................... ~ Q 4>

ELEVATION OF MEASURING POINT:

16.28 FT M.SL DEPTH TO WATER; 829 FT REFERENCE ELEVATION:

7.99 FT M.S.L.

TEST NAME; MW-52-12 PR ESSU ~t;........................*

LOGGING INTERVAL:

20 MIN TRAN SDUCER TEST START TIME:

14:32 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 IWEllIO :

MW 11

II

ER IN:;TALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-53-82 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 10f1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian PoInt MANUFACTURER In~Situ FINAL BORING DEPTH (FT) 124.70 DATUM NGVD 29 MAKE MiniTroli GROUND ELEVATION (FT) 70.26 DATE 1126109 PSI CAPACITY 30 CASING ELEVATION (FT) 69.93 SERIAl NUMBER 11897 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 9.63 GZA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POINT

DEPTH TO WAT ER :: REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH" CABLE LENGTH (iftransducer 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 1+1 OR BELOW H GROUND:

below c'I

+ *

DISTANCE FROM CASING TO GROUND (+ OR.J:

-0.33 FT GROUND...:'

MEASURED CABLE LENGTH :

FT SURFACE

-=

TIME OF MEASUREMENT:

10:17 HRS f

MEASUREMENT TAKEN FROM:

TOC WATER................. 1'\\7

.i.

TABLE t

DEPTH TO WATER:

60.30 FT ACTUAL DEPTH:

+

21.083 FT THEORETICAL CABLE LENGTH:

81.383 FT

..u HAVE CLOCKS BEEN SYNCHRONIZED?

121 check 9 "*"

IS TRANSDUCER SeT TO TAKE MSURFACE" READINGS?

b.c1 check CABLE..............................

Q ELEVATION OF MEASURING POINT:

69.93 n M.S.l.

DEPTH TO WATER:

60.30 FT REFERENCE ELEVATION :

9.63 FT M.S.L TEST NAME:

MW-53-82 PRESSU~Ji.......*..................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10: 18 HRS

....... ~ 0 "

SENSOR....... '

I WELL..........

BOnOM

..... "............. ~

LEGEND:

oTW

DEPTH TO WATER oTB

DEPTH TO BOnOM OF WelL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL ID :

MW*S3-82

TI

'R

.AT ION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW*S5-24 440 NINTH AVENUE. 18th FLOOR Enlergy SHEET 1 011 NEW YORK. NEW YORK 10001 Indian Point Energy Center FILE NO.

0 1.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In*Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD29 MAKE MiniTroli GROUND ELEVATION (FT) 18.25 DATE 2111/09 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER 13988 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 7.80 GZA ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT* DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAl DEPTH = CABLE LENGTH (if Iransducer is functioning properly)

CABLE o ePTH 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 (-J GROUND:

below t *

DISTANCE FROM CASING TO GROUND (+ OR -J:

-0.48 GROUND.-/

FT MEASURED CABLE LENGTH:

FT SURFACE c?

TIME OF MEASUREMENT:

9:11 HRS 1'\\7 MEASUREMENT TAKEN FROM:

TOC WATER.................

TABLE r

DEPTH TO WATER:

9.97 FT ACTUAL DEPTH :

+

5.85 FT THEORETICAL CABLE LENGTH:

15.82 FT

..l.I HAVE CLOCKS BEEN SYNCHRONIZED?

~

<hook

~

0 ac.

IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

_k CABLE.......... _................... ~ 0

¢a

~

ELEVATION OF MEASURING POINT:

17.77 FTM.S.L.

DEPTH TO WATER:

9.97 FT REFERENCE ELEVATION:

7.80 FTM.S.L.

TEST NAME:

MW*55*24 PRESSU~~....... _.................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9:11 HRS SENSOR......

WELL.. "

eODOM LEGEND:

DTW - DEPTH TO WATER OTB

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 IWELL 10 '

MW-55-24

IN~ lALLA IIUN LU\\>

GZA GEOENVIRONMENTAl OF NEW YORK Client WELL 10 MW*S5-54 440 NINTH AVENUE, 18th FLOOR Entergy SHEET

1of, NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Po.nt MANUFACTURER In-Situ FINAl BORING DEPTH (FT) 77.50 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 18.25 DATE 2/4/09 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL NUMBER 20501 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 6.84 GZA ENGINEER M. Brilos A. Altieri 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 FTM.S.l.

CASING ELEVATION:

17.77 FTM.S.l.

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

below

.~

t

... t DISTANCE FROM CASING TO GROUND (+ OR.):

-0.48 FT GROUND.""

MEASUREO CABL.E L.ENGTH:

FT SURFACE TIME OF MEASUREMENT:

13:35 HRS MEASUREMENT TAKEN FROM:

TOC WATER................ '\\7

~

TABLE DEPTH TO WATER :

10.93 FT ACTUAL DEPTH:

+

40.85 FT THEORETICAL CABLE LENGTH :

51.78 FT

..lJ HAVE CLOCKS BEEN SYNCHRONIZED?

0 check Q....

t+-

IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

6.1 check CABLE............................. ~ 6

¢>

4(

ELEVATION OF MEASURING POINT:

17.77 FT M.S.L.

DEPTH TO WATER:

10.93 FT REFERENCE ELEVATION:

6.84 FT M.S.L.

TEST NAME:

MW-55-54 PRESSU~J;...

....... ~

LOGGING INTERVAL :

20 MIN TRANSDUCER TEST START TIME:

13:37 HRS SENSOR........

WELL....

SOnOM LEGEND:

oTW

DEPTH TO WATER oTB. DEPTH TO BOnOM OF WELL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 '

MW*55-54

L;toK IN::> lALLA IIUN LUti GZA

'AC OF NEW YORK Che" WELLID MW-56-53 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 1 011 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

~v 'ON"

~' ~ AND ENGINEERS PROJECT

,,,,,;,,p,"",

In*Situ FINAL BORING DEPTH (FT) 88,50 DATUM NGVD 29 MAKE MiniTroli GROUND ELEVATION (FT) 70.26 DATE _

2113/09 30 CASING ELEVATION (FT) 69.32 SERIAL NUMBER 16499 CASING DIAMETER (INCH) 2 NV STATIC GROUNDWATER TABLE ELEVATION (FT) 21,73 07, M. Britos A. Altieri FI FV.6.TION OF MEASURING POINT* DEPTH TO WATER = REFERENCE ELEVATION rNATER TABLE ELEVATION)

DEPTH TO WATER. ACTUAL DEPTH :;: CABLE LENGTH (if tranSducer is functioning properly)

CABLE OEPTH TO BOTTOM:

53.00 FT CONNECTOR*****..................

, 'VATOn"'

70.26 FTM.S.L.

CASING ELEVATION:

69.32 FT M.S.l.

ICASING ABOVE (+) OR BELOW H GROUND:

below GROUND/!"

DISTANCE FROM CASING TO GROUND (+ OR -J:

-0,94 FT MEASURED CABLE LENGTH :

FT SURFACE

~ !

c po ITiME OF MEASUREMENT; 11:39 HRS FROM; TOe WATER........... "..,. 1'\\7 TABLE IOEPTH TO WATER:

47.59 FT IACTUAl OEPTH;

+

40.087 FT I

1':4RI ~ LENGTH:

87.677 FT C ~

IHAVE CLOCKS BEEN SYNCHRONIZED?

0 check I

~

1" SET TO TAKE MSURFACEM READINGS?

blI check CABLE

~ ~

3

,~

ELEVATION OF MEASURING POINT:

69,32 FT M.S.L.

DEPTH TO WATER :

47,59 FT ELEVATION; 21.73 FT M.S.L.

ITEST NAME, MW-56-53 INTERVAL:

20 MIN TRANSDUCER ITEST START TIME:

11 :39 HRS SENSOR...................... I

WELL BOTTOM.. ****.. *..............

I ILEGEND:

DTW - DEPTH TO WATER OTB. DEPTH TO BonOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

IGZA iWELLOD MW-56-53

.,,..,, rALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-56-83 440 NINTH AVENUE, 181h FLOOR Enlergy SHEET 1of1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO 01 001786991 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 88.50 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 70.258 DATE 2/13/09 PSI CAPACITY 30 CASING ELEVATION (FT) 69.207 SERIAL NUMBER 16394 CASING DIAMETER (INCH) 1 NY STATIC GROUNDWATER TABLE ELEVATION (FT) 21.89 GZA ENGINEER M. Brilos 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 FTM.S.L CASING ELEVATION:

69.207 FT M.S.L.

CASING ABOVE 1+1 OR BE LOW H GROUND:

below

.11 t

DISTANCE FROM CASING TO GROUND (+ OR.J:

-1.05 FT GROUND.. ""

MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

11 :26 HRS MEASUREMENT TAKEN FROM:

TOC WATER................*,\\7

~

TABLE DEPTH TO WATER:

47.32 FT ACTUAL DEPTH :

+

36.372 FT THEORETICAL CABLE LENGTH:

83.692 FT HAVE CLOCKS BEEN SYNCHRONIZED?

IZJ

'k 9

o::i:a IS TRANSDUCER SET TO TAKE HSURFACE M READINGS?

bt1

,heck CABLE..............................*

Q

~

ELEVATION OF MEASURING POINT:

69.207 FT M.S.L DEPTH TO WATER :

47.32 FT REFERENCE ELEVATION:

21.887 FT M.S.L TEST NAME:

MW-56-83 PRESSU~~.......*.................. ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME :

11 :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 SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 :

MW*56-83

T

. IN" I ALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-58-65 440 NINTH AVENUE. 18th FLOOR Entergy SHEET 10f1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) nOD DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.57 DATE 2/3/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.25 SERIAL NUMBER 5619 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION iFT) 6.43 GZA ENGINEER M. Brilos A.Altieri 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 OEPTH TO BOTTOM; 65.00 FT CONNECTOR.......................

GROUND ELEVATION:

14.57 FTM.S.L.

CAS ING ELEVATION:

14.25 FTM.S.L.

CASING ABOVE (... ) DR BELOW (-) GROUND:

below 11 DISTANCE FROM CAS[NG TO GROUND (t-OR -):

-0.32 FT GROUND:....

MEASURED CABLE LENGTH:

FT SURFACE

.r:r-TIME OF MEASUREMENT; 9: 11 HRS 1\\7 MEASUREMENT TAKEN FROM:

TOC WATER.......... -.....

TASLE

~

DEPTH TO WATER:

7.82 FT ACTUAL DEPTH:

+

60.267 FT THEORETICAL CABLE LENGTH:

68.087 FT

..lI 0

HAVE CLOCKS BEEN SYNCHRONIZED?

~

check cD t+-

[S TRANSDUCER SET TO TAKE "SURFACE" READ[NGS?

check CABLE..............................

Q ELEVAT[ON OF MEASURING POINT:

14.25 FT M.S.L DEPTH TO WATER:

7.82 FT REFERENCE ELEVATION:

6.43 FT M.S.L TEST NAME:

MW-58-65 PRESSUI1J;.........................

L.OGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9: 11 HRS SENSOR....... '

WELL......

SOnOM LEGEND:

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

GZA IWELL 10 :

MW-58-65

INSTAL LATI< )N LOG GZA GEOENVIRONMENTAL OF NEW YORK CUent WELL 10 MW*62*18 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian PoInt MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.69 OATE 1123/09 PSI CAPACITY 30 CASING ELEVATION (FT) 12.81 SERIAL NUMBER 4859 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION 2.03 GZA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POINT

DEPTH TO WATER:: REFERENCE ELEVATION (WATER TAB LE 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 EL EVATION:

12.81 FTM.S.L.

CASING ABOVE (+1 OR BELOW H GROUND:

below jI t

-+

DISTANCE FROM CASING TO GROUND (... OR -):

-1.88 FT GROUND.. ""

MEASURED CAB LE LENGTH:

FT SURFACE

~

TIME OF MEASUREMENT:

9:34 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. 1'\\7

TABLE f

DEPTH TO WATER:

10.78 FT ACTUAL DEPTH:

+

5.164 FT 1

THEORETICAL CABLE LENGTH:

15.944 FT

..lJ HAVE CLOCKS BEEN SYNCHRONIZED?

IZl check Q....

IS TRANSDUCER SET TO TAKE " SURFACE M READINGS?

b.1 CABLE............................. ~ 0 t!-

check

¢>

4:

ELEVATION OF MEASURING POINT:

12.81 FT M.S.L.

DEPTH TO WATER :

10.78 FT REFERENCE ELEVATION :

2.03 FTM.S.L.

TEST NAME:

MW-62-1 8 PR ESSU ~Ji........................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9:36 HRS

... ~ 0 y

SENSOR.'........

WELL.... ".

BOTTOM y

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 SURFACEI TOP OF CASING NOTES:

GZA IWELL 10.

MW*62*18

I U,"cK IN" lALLA IIUN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-63-18 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10f1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 35.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.18 DATE 1123/09 PSI CAPACITY 30 CASING ELEVATION (FT) 13.06 SERIAL NUMBER CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION

-0.40 GZA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POINT

DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

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

CABLE DEPTH TO BOTTOM:

18.00 FT CONNECTOW.......................

GROUND ELEVATION:

14.18 FTM.S.l.

CASING ELEVATION:

13.06 FT M.S.l.

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

below

.:11 t

... t DISTANCE FROM CASING TO GROUND (+ DR -):

1.12 FT GROUND:....

MEASURED CABLE LENGTH:

FT SURFACE

!I!=

ct' TIME OF MEASUREMENT:

9:30 HRS MEASUREMENT TAKEN FROM:

TOC WATER

...... '\\7

TABLE t

DEPTH TO WATER :

13.46 FT ACTUAL DEPTH :

+

4.763 FT THEORETICAL CABLE LENGTH:

18.223 FT

.l.I 0

HAVE CLOCKS BEEN SYNCHRONIZED?

0

'heck IS TRANSDUCER SET TO TAKE ~ SURFACE " READINGS?

1iI check CABLE............................. ~

Q

¢o

-f ELEVATION OF MEASURING POINT:

13.06 FT M.S.l.

DEPTH TO WATER:

13.46 FT REFERENCE ELEVATION:

-0.40 FT M.S.l.

TEST NAME:

MW-63-18 PRESSU~!;........................ ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

HRS

....... ~ * ;-

SENSOR........

WELL BOTTOM LEGEND:

OTW

DEPTH TO WATER DT8 - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL 10.

MW*6J.18

t: K

_LA I IU N Uli GZA

' AC OF NEW YORK C,."

WELL ID MW*... 21 440 NINTH AVENUE. 18th FLOOR Entergy SHEET

'011 NEW YORK. NEW YORK 10001 Indian Point Energy Center FILE NO.

01.

~v ' " N" ~

' ~ AND ENGINEERS PROJECT

'od~o p~",

In-Situ FINAl BORING DEPTH (FT) 37.00 D::~ :

NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.122 1127109 30 CASING ELEVATION (FT) 13.407 SERIAL NUMBER 15849 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 0.52 M. Brilos A. Altieri F"

MEASURING POINT - DEPTH TO WAT ER ::: REFERENCE ELEVATION (WATE R TABLE ELeVATION)

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

CABLE IOEPTH TO BOTTOM:

21.00 FT CONNECTOR.......................

, FV.TIn"*

14.122 FT M.S.l.

ICASING ELEVATION:

13.407 FT M.S.L.

ICASING ABOVE (+) OR BELOW H GROUND:

below l

FROM CASING TO GROUND (+ OR -J:

0.72 FT LENGTH FT SURFACE

~ ~

< f>

ITIME OF MEASUREMENT; 10:09 HRS FROM:

TOG WATER

.......... 1'\\7 TABLE IDEPTH TO WATER:

12.89 FT IACTUAL DEPTH:

+

?

FT I

t':.6.RI 1= LENGTH :

FT

( ~

IHAVE CLOCKS BEEN SYNCHRONIZED?

IZJ 0"""

) : ~

liS TRANSDUCER SET TO TAKE ~S UR FACE~ READINGS?

iii -,

CABLE

~ ~

a

!'o

~... o;;......... "

UI MEASURING POINT:

13.407 FTM.S.l.

IDEPTH TO WATER:

12.89 FT ELEVATION:

0.517 FT M.S.L.

MW*66*21 INTERVAL:

20 MIN TRANSDUCER 10:10 HRS SENSOR...................... I

WELL BonOM.... *****.............,

I:"""""...

ILEGEND' DTW - DEPTH TO WATER DTB - DEPTH TO BOn OM OF WELL AD. ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING

INDTES, IGZA IWElLlD,

MW.... 21

fRAN:

INSTAL _ATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Cilent WELL 10 MW-66-36 440 NINTH AVENUE, 18th FLOOR Entergy SHEET

, of l NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO 01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 37.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.122 DATE 1127109 PSI CAPACITY 30 CASING ELEVATION (FT) 13.364 SERIAL NUMBER 11840 CASING DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 1.19 GZA ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER... ACTUAL DEPTH = CABLE LENGTH (il 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 (+1 OR BELOW (-) GROUND:

below

+

DISTANCE FROM CASING TO GROUND (t OR -):

-0.76 FT GROUND.. /

MEASURED CABLE LENGTH FT SURFACE ci:>

TIME OF MEASUREMENT:

10: 12 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. 1'\\7

~

TABLE T

DEPTH TO WATER :

12.17 FT ACTUAL DEPTH;

+

14.62 FT THEORETICAL CABLE LENGTH :

26.79 FT 1

Q

~

a:.

HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRANSDUCER SET TO TAKE HSURFACE M READINGS?

CABLE.............................. ~ Q "i=>

-;c I

ELEVATION OF MEASURING POINT; 13.364 FT M.S.L.

DEPTH TO WATER :

12.17 FT REFERENCE ELEVATION:

1.190 fTM.S.L.

lEST NAME:

MW-66-36 PRESSU~!;........................ ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

10: 13 HRS

.... ~ 0 *

SENSOR.*******.***...........

WELL...,....

BOTTOM LEGEND:

OTW - DEPTH TO WATER OTB - DEPTH TO BOTTOM OF WElL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL 10.

MW-66-36

T

~OG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-l11 440 NINTH AVENUE, 181h FLOOR Entergy SHEET lofl NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 17,70 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 18.93 DATE PSI CAPACITY 30 CASING ELEVAT ION (FT) 18.38 SERIAL NUMBER CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 18.38 GZA ENGINEER M. Brilos A. Altieri 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; 17.70 FT CONNECTOR........................

GROUND EL.EVATION; 18.93 FTM.S.L.

CASING ELEVATION:

18.38 FT M.S.L CAS ING ABOVE (+) OR BELOW H GROUND:

below jI t

-0.55 GROUND":,

DISTANCE FROM CASING TO GROUND (.. OR -I:

FT FT SURFACE 31!=

~

13:20 TIME OF MEASUREMENT:

HRS 1'\\7 MEASUREMENT TAKEN FROM:

TOC WATER...............

~

TABLE

~

DEPTH TO WATER:

FT ACTUAL DEPTH:

+

FT THEORETICAL CABLE LENGTH :

0.00 FT HAVE CLOCKS BEEN SYNC HRONIZED?

0 check 0

<i:a IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

6.1 check CABLE Q

~

ELEVATION OF MEASURING POINT :

18.38 FT M.S.l.

DEPTH TO WATER:

0.00 FT REFERENCE ELEVATION:

18.380 FT M.S.l.

TEST NAME:

MW-111 PRESSU~~....... _..................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

HRS

... 0

t 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 SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 :

MW-l11

II

~OG GZA GEOENVIRONMENTAL OF NEW YORK Chent WELL 10 U3-C1 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.001786991 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT)

NA DATUM NGV0 29 MAKE MiniTroll GROUND ELEVATION (FT) 15.003 DATE 1/22109 PSI CAPACITY 30 CASING ELEVATION (FT) 18.060 SERIAL NUMBER 5548 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 4.85 GIA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

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

CABLE OEPTH 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

.11

-+

DISTANCE FROM CASING TO GROUND (i-OR -):

3.057 FT GROUND:/

MEASURED CABLE LENGTH:

FT SURFACE TIME OF MEASUREMENT:

9:26 HRS 1'\\7 MEASUREMENT TAKEN FROM:

TOC WATER.................

~

TABLE t

DEPTH TO WATER:

13.21 FT ACTUAL DEPTH:

+

8.142 FT TH EORETICAL CABLE LENGTH:

21.352 FT

...i.I HAVE CLOCKS BEEN SYNCHRONIZED?

IZl check q...

IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

bLI check CABLE........................... -.. ~

Q

¢a

-iC,

ELEVATION OF MEASURING POINT:

18.060 FT M,S.l.

DEPTH TO WATER:

13.21 FT REFER ENC E ELEVATION:

4.850 FT M.S.l.

1 TEST NAME:

U3-C1 PR ESSU~J; *****................... ~

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME:

9:27 HRS

....... ~ * ;-

SENSOR ***.****** **.........

WELL.. '"

BOnOM LEGEND:

DTW - DEPTH TO WATER OTB

DEPTH TO BOn OM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE! TOP OF CASING NOTES:

GZA IWELL 10 :

U3-C1

Trom:

INSTAL _ATlON LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 U3-3 440 NINTH AVENUE, 181h FLOOR Enlergy SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATtON Indian Point MANUFACTURER In*Situ FINAL BORING DEPTH (FT) 14.15 DATUM NGVD29 MAKE MiniTrolt GROUND ELEVATION (FT) 14.849 DATE 2/10/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.599 SERIAL NUMBER 4318 CASING DIAMETER (INCH) 6 STATIC GROUNDWATER TABLE ELEVATION (FT) 5.50 GZA ENGINEER M. Brilos A.Altieri 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 H GROUND:

below jI

-+

DISTANCE FROM CASING TO GROUND (+ OR -):

-0.250 FT GROUND... ""

MEASURED CABLE LENGTH:

FT SURFACE 0.;-

TIME OF MEASUREMENT:

13:00 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. 1'\\7

~

TABLE t

DEPTH TO WATER:

9. 10 FT ACTUAL DEPTH:

+

6.291 FT THEORETICAL CABLE LENGTH:

15.391 FT

..01 HAVE CLOCKS BEEN SYNCHRONIZED?

IZI check Q...

b.1 IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?

check CABLE............................. ~

Q

¢>

4:

ELEVATION OF MEASURING POINT:

14.599 FTM.S.L DEPTH TO WATER:

9.10 FT REFERENCE ELEVATION:

5.499 FT M.S.L.

TEST NAME:

U3-3 PR ESSU ~Ji........................

LOGGING INTERVAL:

20 MIN TRANSDUCER TEST START TIME :

13:00 HRS

...... 0..

SENSOR..

WELL....

BOTTOM LEGEND:

DTW - DEPTH TO WATER OTB - DEPTH TO BonOM OF WelL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LE NGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWELL 10 :

U-3-3

IN:5 I AI _A IIUN LU!;

GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 U3-40 440 NINTH AVENUE, 18th FLOOR Enlergy SHEET 1011 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 27.25 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.849 DATE 2/10/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.5t 9 SERIAL NUMBER 14301 CASING DIAMETER (INCH) 4 STATIC GROU NDWATER TABLE ELEVATION (FT) 3.66 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT

DEPTH TO WATER: REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (i' 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 3Ii=

'T' TIME OF MEASUREMENT:

9:48 HRS MEASUREMENT TAKEN FROM:

TOC WATER................. 1'\\7 TABLE

~

DEPTH TO WATER :

10.86 FT ACTUAL DEPTH;

+

49.678 FT THEORETICAl CABLE LENGTH:

60.538 FT

.l.I IZI 0...

HAVE CLOCKS BEEN SYNCHRONIZED?

check IS TRANSDUC ER SET TO TAKE "SURFACE" READINGS?

l.!1 check CABLE............................. ~ Q

40

INS TALLATIO N LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 OUT-1 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10fl NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.

01.0017869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) DATUM NGVD29 MAKE MiniTrotl GROUND ELEVATION (FT) 8.20 DATE 1/21/09 PSI CAPACITY 30 vented CASING ELEVATION (FT) 11.89 SERIAL NUMBER 14114 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 4.43 GZA ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERE NCE ELEVATION (WATER TABLE ELEVATION ) DEPTH TO WATER'" ACTUAL DEPTH = CABLE LENGTH (if transducer is functioning properly) CABLE DEPTH TO BOTTOM: FT CONNECTOR...................... GROUND EL.EVATION: 8.20 FT M.S.l. CASING ELEVATION: 11.89 FT M.S.l. CAS ING ABOVE (+) OR BELOW H GROUND: above DISTANCE FROM CASING TO GROUND (+ OR -): 3.69 FT GROUND:/ MEASURED CABLE LENGTH: FT SURFACE Q, TIME OF MEASUREMENT: 9:52 HRS MEASUREMENT TAKEN FROM: TOC 1'\\7 WATER TABLE ~ DEPTH TO WATER : 11.89 FT ACTUAL DEPTH: + 7.460 FT THEORETICAL CABLE LENGTH: 19.351 FT ..lJ HAVE CLOCKS BEEN SYNCHRONIZED? 0 check 0 <io IS TRANSDUCER SET TO TAKE "SURFACE" READINGS? 6.1 check CABLE............................... Q ELEVATION OF MEASURING POINT: 11.891 FT M.S.l. DEPTH TO WATER : 7.460 FT REFERENCE ELEVATION: 4.431 FT M.S.l. TEST NAME: OUT-1 PR E SS U ~ ~.................. LOGGING INTERVAL: 20 MIN TRANSDUCER TEST START TIME: 9:53 HRS .... ~ * ;. t SENSOR........ WELL Bon OM 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 IWELLID : OUT-1

ML12089A615

Text

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