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

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

rb Grass s cu Gravel as alt drive ph As Gr ph Gravel parking As Asphalt parking alt MW-112 l Grave i

ha rk Asp ph pa rb lt Aspha Concrete cu As ng Asphalt curb Fuel Oil Fuel Oil

? Storage Tank Storage Tank alt g

k in par cu rb e

Storag lt Grass alt Gras As s Asphalt curb ph Cesium-137 Results (pCi/L) Cesium-137 Results (pCi/L) Cobalt-60 Results (pCi/L) Cobalt-60 Results (pCi/L) Nickel Results (pCi/L) Nickel Results (pCi/L)

Post Post Post Post Post Post Post Post Post Post Post Post Post Post Post Investigation Post Post Post Investigation Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Investigation Rolling Annual Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Investigation Rolling Annual Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Investigation Rolling Annual Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Investigation Rolling Annual Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Rolling Annual Well ID Quarter 2 Quarter 3 Quarter 4 Quarter 1 Rolling Annual Quarter 2 Quarter 3 Quarter 4 Quarter 2 Quarter 3 Quarter 4 Quarter 2 Quarter 3 Quarter 4 Quarter 2 Quarter 3 Quarter 4 Quarter 2 Quarter 3 Quarter 4 Level Quarter 2 Quarter 3 Quarter 4 Level Level Average Level Average Level Average Level Average Average Average 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 2008 2008 2008 2008 2008 2008 2009 AsphaND lt 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-30-69 ND ND ND NA ND NA ND positive ND MW-54-37 ND NA ND NA ND NA curbpositive ND MW-30-69 NA NA NA NA NA NA NA positive NA MW-54-37 ND NA ND NA ND NA ND positive ND g rking Gravel parkin 10 Gravel pa 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-30-84 ND ND ND NA ND NA ND positive ND MW-54-58 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 ND NA ND ND ND ND ND positive ND MW-54-123 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-31-49 NA NA NA NA NA NA NA positive NA MW-54-123 ND NA ND NA ND NA ND positive ND 0

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-31-63 ND NA ND NA ND ND ND positive ND MW-54-144 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 ND NA ND ND ND ND ND positive ND MW-54-173 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-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 ND ND ND ND ND NA ND positive ND MW-54-190 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-32-59 NA NA NA NA NA NA NA positive NA MW-54-190 ND NA ND NA ND NA ND positive ND ,

130 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-32-85 ND ND ND NA ND NA ND positive ND MW-55-24 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-101 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-32-131 ND NA NA NA NA NA NA positive ND MW-55-35 ND NA ND NA NA 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 ND NA ND NA ND NA ND positive ND MW-55-54 ND NA ND NA ND 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-107 MW-32-149 NA NA NA NA NA NA NA positive NA MW-55-54 ND NA ND NA ND NA ND positive ND 1,015'

? 140 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-32-173 ND NA ND NA ND NA ND positive ND MW-56-53 NA NA NA NA ND NA NA 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 NDEarthNA Cs Co Ni

? MW-105 640' 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-32-190 ND NA ND NA ND NA ND positive ND MW-56-83 NA NA NA NA NA positive ND MW-32-190 NA NA NA NA NA NA NA positive NA MW-56-83 NA NA NA NA NA NA NA positive NA Cs Co Ni ing ParkingNA Asphalt park MW-33 ND NA NA ND NA NA NA positive ND MW-57-11 ND 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 positive ND MW-33 NA NA NA NA NA NA NA positive NA MW-57-11 ND NA NA NA ND NA NA positive ND 140 @

?

MW-35 ND NA NA NA NA NA NA positive ND MW-57-20 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 120.28 ND ND MW-35 NA NA NA NA NA NA NA positive NA MW-57-20 ND NA NA NA ND NA NA positive ND Cs Co Ni 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-36-24 NA NA ND NA ND NA ND positive ND MW-57-45 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 140 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-36-52 NA NA ND NA ND NA ND positive ND MW-58-26 NA NA NA NA ND NA ND 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 ND NA ND NA ND positive ND MW-58-65 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-37-22 NA NA NA NA NA NA NA positive NA MW-58-65 NA NA NA NA NA NA NA positive NA arking 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-37-32 NA NA ND NA ND NA ND positive ND MW-60-35 ND NA ND NA ND NA ND positive ND MW-37-32 NA NA NA NA NA NA NA positive NA MW-60-35 NA NA NA NA NA NA ND positive ND Asphalt p 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-37-40 NA NA ND NA ND NA ND positive ND MW-60-53 ND NA ND NA ND 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 Storage Gravel ing 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-37-57 NA NA ND NA ND NA ND positive ND MW-60-72 ND NA ND NA ND 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 Storage units Asphalt park 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-39-67 ND NA NA NA ND NA NA positive ND MW-60-135 ND NA ND NA ND NA ND positive ND Grass MW-39-67 NA NA NA NA NA NA NA positive NA MW-60-135 NA NA NA NA NA NA ND positive ND storage 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-39-84 ND NA NA NA ND NA NA positive ND MW-60-154 ND NA ND NA ND 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 ND NA NA positive ND MW-60-176 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-39-102 ND NA NA NA NA NA NA positive ND MW-60-176 NA NA NA NA NA NA ND positive ND Gravel LEGEND 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-39-124 ND NA NA NA ND NA NA positive ND MW-62-18 NA NA ND NA ND 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 ND NA NA positive ND MW-62-37 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-39-183 ND NA NA NA NA NA NA positive ND MW-62-37 NA NA NA NA NA NA NA positive NA No Access 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-39-195 ND NA NA NA ND NA NA positive ND MW-62-53 NA NA ND NA ND NA ND positive ND 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 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-40-27 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 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-40-46 NA NA ND NA ND NA ND positive ND MW-62-92 NA NA NA NA NA NA NA positive NA MW-110 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-40-81 NA NA ND NA ND NA ND positive ND MW-62-138 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 NA NA NA NA NA positive NA Asphalt

?

e 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-40-100 ND NA ND NA ND NA ND positive ND MW-62-182 NA NA ND NA ND NA ND positive ND MW-40-100 NA NA ND NA ND NA ND positive ND MW-62-182 NA NA NA NA NA NA NA positive NA Cs Co Ni Boring / Monitoring Installation Designation Asphalt driv 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-40-127 ND NA ND NA ND NA ND positive ND MW-63-18 ND NA ND NA ND NA ND positive ND 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-30 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-40-162 NA NA ND NA ND NA ND positive ND MW-63-34 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 NA NA NA NA NA 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-41-40 NA NA NA NA ND NA NA positive ND MW-63-50 ND NA ND NA ND NA ND 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 Longterm Radionuclide / Monitoring Installation 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-41-63 NA NA NA NA ND NA NA positive ND MW-63-93 ND NA ND NA ND NA ND 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 b

r ND MW-42-49 MW-42-78 1.41E+04 NA NA NA 1.06E+04 2.21E+04 1.78E+04 1.54E+04 8.05E+04 ND NA ND NA ND 3.79E+04 2.16E+02 2.68E+04 ND MW-63-112 MW-63-121 ND ND NA NA ND ND NA NA ND ND NA NA cu ND positive positive ND ND MW-42-49 MW-42-78 1.69E+01 NA NA NA ND ND NA NA ND ND ND NA ND ND 3.38E+01 positive 1.69E+01 ND MW-63-112 MW-63-121 ND ND NA NA ND ND NA NA ND ND NA NA ND ND positive positive ND ND MW-42-49 MW-42-78 7.34E+02 NA NA NA 3.13E+02 4.62E+02 2.71E+02 2.44E+02 9.12E+02 ND NA ND NA NA 8.42E+02 positive 4.89E+02 ND MW-63-112 MW-63-121 ND ND NA NA NA NA NA NA NA NA NA NA NA NA positive positive ND ND

?

Standby Radionuclide / Monitoring Installation rb 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-43-28 NA NA NA NA ND NA NA positive ND MW-63-163 ND NA ND NA ND NA ND 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 Concrete cu 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-43-62 NA NA NA NA ND NA NA positive ND MW-63-174 ND NA ND NA ND NA ND 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

?

Wooden 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-44-66 ND NA ND NA ND NA ND positive ND MW-66-21 ND NA ND NA ND NA ND 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 ND NA ND NA ND NA ND positive ND MW-66-36 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-44-102 NA NA NA NA NA NA NA positive NA MW-66-36 ND NA ND NA ND NA ND positive ND Gravel parking 120 Active Storm Drain 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-45-42 ND NA ND NA ND NA C ND positive ND MW-67-39 NA 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 Stone NA curbs ND oND bs 120 MW-45-61 ND NA ND NA ND positive ND MW-67-105 NA NA ND NA ND NA ND positive ND MW-45-61 ND NA Sh ND NA ND NA n

NDc positive ND MW-67-105 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 110 MW-46 MW-49-26 ND ND NA NA ND ND NA NA ND ND NA NA ND ND positive positive ND ND MW-67-173 MW-67-219 NA NA NA NA ND ND NA NA ND ND NA NA ND ND positive positive ND ND MW-46 MW-49-26 ND ND NA NA ru ND ND NA NA ND ND NA NA re ND t positive positive ND ND MW-67-173 MW-67-219 NA NA NA NA ND ND NA NA ND ND NA NA ND ND positive positive ND ND MW-46 MW-49-26 NA ND NA NA NA ND NA NA NA ND NA NA NA ND positive positive NA ND MW-67-173 MW-67-219 NA NA NA NA ND ND NA NA ND ND NA NA ND ND positive positive ND ND e

10 Abandoned Storm Drain 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-49-42 ND NA ND NA ND NA ND positive ND MW-67-276 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 cpositive ur 0

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-49-65 ND NA ND NA ND NA ND ND MW-67-323 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 100 b

120 MW-50-42 MW-50-66 NA ND NA NA ND ND NA ND ND ND NA ND ND ND positive positive ND ND MW-67-340 MW-107 NA ND NA ND ND NA NA NA ND NA NA NA ND NA 10 0positive positive ND ND MW-50-42 MW-50-66 NA ND NA NA ND ND NA NA ND ND NA ND ND ND positive positive ND ND MW-67-340 MW-107 NA ND NA ND ND NA NA NA ND NA NA NA ND NA positive positive ND ND MW-50-42 MW-50-66 NA ND NA NA ND ND NA ND ND ND NA ND ND ND positive positive ND ND MW-67-340 MW-107 NA NA NA NA ND NA NA NA ND NA NA NA ND NA positive positive ND NA 90 bs 110 Catch Basin MW-51-40 ND NA ND NA ND NA ND positive ND MW-111 NA NA NA NA ND ND NA positive ND MW-51-40 ND Sh NA ND NA ND NA ND positive ND MW-111 NA NA NA NA NA ND NA positive ND MW-51-40 NA NA ND NA ND NA ND positive ND MW-111 NA NA NA NA NA NA NA positive NA 110 ru rbs MW-51-79 ND NA ND NA ND NA ND positive ND U3-4D ND NA ND NA ND ND ND positive ND MW-51-79 ND NA ND NA ND NA ND positive ND U3-4D ND NA ND NA ND ND, ND ND positive ND MW-51-79 NA NA ND NA ND NA ND positive ND U3-4D NA NA NA NA NA NA NA positive NA 110 90 Concrete cu 80 MW-51-104 NA NA ND NA ND NA ND positive ND U3-T1 ND NA ND NA ND NA ND positive ND MW-51-104 NA NA ND NA ND NA ND positive ND U3-T1 ND NA ND NA ND NA ND positive ND 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 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-51-135 NA NA ND NA ND NA ND positive ND U3-T2 NA NA NA NA NA NA NA positive NA 0

MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 ND NA NA NA ND NA NA positive ND MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 ND NA NA NA ND NA NA positive ND MW-51-163 NA NA ND NA ND NA ND positive ND LAF-002 NA NA NA NA ND NA NA positive ND 90 11 Footing Drain MW-51-189 NA NA ND NA ND NA ND positive ND U1-CSS ND ND NA ND p ND ND 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-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 ND NA NA NA NA NA NA positive ND U1-NCD NA NA NA NA m NA NA 2.84E+04

2.84E+04 MW-52-11 ND NA NA NA NA NA NA positive ND U1-NCD NA NA NA NA NA NA ND

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 ra MW-52-122 ND NA NA NA NA NA NA positive ND U1-SFDS NA NA NA a pNA NA NA 6.39E+00

6.39E+00 MW-52-122 ND NA NA NA NA NA NA positive ND U1-SFDS NA NA NA NA NA NA ND

ND 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 ND NA NA NA NA NA NA positive ND B-1 2.00E+01 NA NA dic NA NA NA NA

A/

on 2.00E+01 C MW-52-162 ND NA NA NA NA NA NA positive ND B-1 ND NA NA NA NA NA NA

ND MW-52-162 NA NA NA NA NA NA NA positive NA B-1 NA NA NA NA NA NA NA

NA Probable Legacy Release Locations n

MW-52-181 ND NA NA NA NA NA NA positive ND B-6 ND NA Ha NA NA NA NA NA

coND un n it MW-52-181 ND NA NA NA NA NA NA positive ND B-6 ND NA NA NA NA NA NA

ND MW-52-181 NA NA NA NA NA NA NA positive NA B-6 NA NA NA NA NA NA NA

NA paNAcret bs MW-53-82 NA NA ND NA ND NA ND positive ND MH-5 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-53-82 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 d e MW-53-120 Sh ru ND NA ND NA ND ND ND positive ND 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 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 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 Sh 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 ru 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 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 Unit 2 Fuel Pool bs groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its groundwater sampling results where the radionuclide activity level is either positive but very low and unquantifiable, or not detectable above background, its 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. exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations. exclusion results in a high bias to the average and thus adds a measure of conservatism to the subsequent dose computations.

Concrete Parking leaks lot repaired as of December 2007)

Transformer (All identified

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. 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. 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. 3)

Indicates storm or foundation drain sampling locations, for which investigation levels are not applicable. 3)

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

A/C Grass curb Unit 1 West Fuel Pool UNIT Asphalt As p

(All U1-SFPs drained and inactive as of October 2008) ha lt Terminated Connection To Storm Drain E16A Covered Concrete Shrubs Drain Exfiltration E16 CB-7 70 Grass Inter-Structure Joint / Mud Mat 80 As ph CB-27 al Asphalt Containment Spray Sump Trench t

Grass Depth-Specific Data CB-5B Transformer Asphalt drive CB-5 CB-5A Cs Co Ni Average activity of Cs 137 (pCi/L) for each screened interval.

Substation "H" (CB-6)

Asphalt E15A Asphalt Grass 28.74ND ND Average activity of Co 60 (pCi/L) for each screened interval.

CB-6 MW-65 CB-24 AB E15 Average activity of Ni 63 (pCi/L) for each screened interval.

Concrete curb Asphalt Cs Co Ni @

? CB-28 28.62ND ND Tank Trans Storage CB-3B 48.19 11.3 Multiple Tank 28.32 E14 ND 37 20 Tank ND MW-51 4

ND Screened TUNNEL 33' Tank 42.5' 33.71 Asphalt parking Cs Co Ni 11.9 42.5' 33' 27.74

?

294 Intervals ND ND 49 ND (U1-CB-8) 194 A5 E1 49.32 w/ Depth ND ND 12.6 Screened in Soil ND 836 STORAGE POOL 26.78ND ND 250 207 ND Trailer Tank "20 42.75 ND ND ND 12.8 Screened in Bedrock CASK WASH & DISASSEMBLY ISOLATION PIT CASK LOAD POOL 25.63 ND A3A A6 6000 WEST ND 80ND A4 508 526 37.99 Asphalt 13

@ MW-39 STORAGE ND ND MH16 FUEL DISASSEMBLY POOL Containers ND

?

POOL POOL FUEL TRANSFER Groundwater elevation for each screened interval at time of low river tide on 01/09/2009.

POOL CB3A FAILED FUEL CB4 39.75 AUX. POOL ND ND ND 2

Tank A3 e

Cesium Data1 Cobalt Data 1 Nickel Data 1 iv Dr U1-SFDS Concrete curb 35.74 MW-41 ND ND Cs Co Ni MW-43 33' Cs Co Ni UTILITY ND Tank Pit CB3 Water Cs Co Ni

?

Asphalt MW-42 Cs Co Ni @

? E2B E2C Average Cs, pCi/L Average Co, pCi/L Average Ni, pCi/L Tank Storage 46.83 6.39 30.81 ND ND ND ND ND F5 ND

?

ND Cs Co Ni U3-CB Tank Storage Tank lt (U1-CB-9) 33.43 ha ND ND Tank No Depth-Specific No Depth-Specific No Depth-Specific 26800 Asp Cs Co Ni 12.60 MH22 ND ND 34.78 Drive A/C Units 16.9 489 F6 33' 33.62 Samples Samples Samples ND ND 34.13 F7 ND ND 46.44 ND ND A2A UNIT 1 11.86 36.03 90 ND ND ND ND CB-29 Unit 2 ND CB-2C Not Detected (ND) Not Detected (ND)

MH10 30.38 Not Detected (ND)

ND ND Condensate 44.12 ND Transformers U3-MH-14 Storage Tank ND 10.00 ND ND on raised Cs Co Ni Pad ND ND ND Asphalt Concrete 42.10 MW-45 ND - 10 ND - 25 2

ND ND - 12 ND Asphalt 26.51 U1-NCD As p 9.68 ND ND ha lt MW-31 ?

@ MH-20 Storage Cs Co Ni CsA1Co Ni @

? 4.2 4 4 p MH21 MH9 CB-2B As 26.37 A2 MH11 28400 7.24 32.02 10 - 50 25 - 100 12 - 25 ha ND ND ND ND ND MW-47 MW-44 33 E2 lt 641 '

I-2

@ MW-32 F3 E2A 37 83 20

? 22.75' @

? CB-30 Cs Co Ni U3-CB (U1-CB-10)

? 29.99 ND ND

? Liquid FUEL POOL F2 F4 MW-56 50 - 500 100 - 200 CB 25 - 50 Cs Co Ni PAB Nitrogen 33 '

MW-30 34.96 Tank Cs Co Ni RW-1 CB-2A 70 MW-53 Cs Co Ni @

? A7 80 ND ND CB-B 294 194 49 90 @?

? @ Cs Co Ni @

?

Asphalt Cs Co Ni CSS TRENCH 80 27.33 28.09 Courtyard 500 - 1,000 200 - 300 ND ND 50 - 100 ND ND AY ALLEYW CB-E 12.33 29.10 11.11 CB-31 ND ND Transformers 836 250 70 ND ND ND Transformers 54 on raised Concrete slab Condensate F1 Asphalt parking MH18 Concrete Pad 25.13 ND ND Tank U1-CB-21 13.13 U1-CB-22 8.97 1,000 - 5,000 300 - 500 10.55 100 - 250 ND ND ND 22.7 2 4460 60 CB-2 350 207 B-1 Asphalt Cs Co Ni CB-32 21.75' Cs Co Ni MW-46 20.46 MW-34

> 5,000 > 500 250 - 500 MH17 CB-1 NDND ND ROOF DRAIN ELEVATION 65' 70 ROOF DRAIN MH8 Transformer area and switch gear MW-33 MW-35 6000 UNIT 3 508 UNIT 2 U1-CSS 300 U1-CB-20 20 Cs Co Ni Stone retaining wall Cs Co Ni

? @

@ ?

@ ? Cs Co Ni Trans Cs Co Ni Gravel 43.8' Storage Tanks

?

43.8' 13' 43.8' B1

? 14.29 ND

> 500 43.8' ND 11.23 ND ND 11.36 CSS ND 50 11.25 (EL.=0.0)

TUNNEL ND 526 Cs Co Ni E3B MW-40 MW-111 B2A E3A MH-23 B2 Cs Co Ni Cs MH7 Co Ni @

? 5.75 ND ND ND Open grate CB-12 E3

?

Groundwater Elevation Contours Trans 59.53 ND ND 10.87 ND ND Mach. ND 5.49 stand 40 Gravel ND ND ND MH-5 MH-19 59.14 ND ND Ambient "Watertable" Contours ND 30 Cs Co Ni Transformer yard 2.99 ND ND ND 30 D1 20 MW-57 Gravel CB-16 MW-55 01/09/2009 (10' Interval)

ND B4A B3 55.67 ND ND Vent pit Cs Co Ni ND MH-5 MH23A Trans 5.89 ND ND ND @

?

Contours Other Than 10' Interval ph MH-6 Cs Co Ni B3A As @

? 11.11 ND ND ND 53.59 ND ND 50 5 Transformer Yard MW-54 "

CB-F ND alt 8.35 ND ND ND 2.19 ND ND ND MW-108 UTILITY B5 10.63 B4 MW-36 ND ND ND 53.29 U2-C1 @ Note:

ND ive Cs Co Ni

? CB-13Cs Co Ni ND Concrete Retaining Wall E4 ND dr 7.63 2.00 8.19 MH-4 MH-4A Cs Co Ni

? ND ND ND ND ND ND

? Contours developed from limited data available on 01/09/2009. Actual elevations may vary from conditions 40 ND ND 10.71 9.65

? ND ND 49.76 shown and the actual distribution of piezometric heads is likely more complex than indicated.

Turbine Generator Building 1 Trans. E4A ND ND ND ND ND ND B6A ND ND ND Cs Co Ni 2

5.78 MW-52 MW-37 B-6 Cs Co Ni @

? 7.56 ND ND Asphalt Cs Co Ni Data Notes:

6.05

? 8.12 4.45 1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the MW-109 ND ND ND ND ND Cs Co Ni 6.68 current and preceeding three quarters' data. Only values greater than the MDC are used ND Turbine Generator Building 3 ND ND 5.20 CB-17 Cs Co Ni 30 Turbine Generator Building 2 5.66 MW-58?

@9.47

? B6 Cs Co Ni U3-T2 U3-T1 in this average, thus adding a degree of conservatism to the subsequent dose computations.

ND ND 4.55 ND ND ND

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

Asphalt CB-14 Cs Co Ni 9.13 4.24 ND ND 5.46 1.95 ND ND ND MW-64 B7 Cs Co Ni

?

U3-3 ND ND 4.05 ND ND MW-50 ?

? @

? U3-2 3.83 ND ND D2 E5 General Notes:

-2.07 ND ND 20 6.50 ND ND " 1. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and

-2.38 ND ND Trans.

? Cs Co Ni E5A Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".

Cs Co Ni 60 U3-C1 MH3 Overhead Cs Co Ni C-1 MW-59 Crane

-0.25 ND ND ND Cs Co Ni Cs Co Ni@

? 4.01 MW-49 E11

?

50 0.64 Asphalt U3-1 ? @ U3-4S Cs Co Ni 0.31

? -0.06 ND ND ND @ @

U3-4D? ?

Cs Co Ni 40 Cs Co Ni -0.07 B8 50 Cs Co Ni ND ND ND Transformers 0.44

" 1.99

-0.08 ND ND ND Yard 10 30 MH-2 (Gravel) CB-34 3.41 DISCHARGE ND MW-67 ND ND ND 40 ND

-0.68 ND Concrete E12 ND CANAL

-5.66 Bridge ND 30 CB-19

-2.70 Asphalt parking ND ND

?

Overhead walkway ND MH13 CB-18 MH15 20 13.4

-1.62 ND Tank C C-3 o

" B nc 5 ND 10 -1.43 MW-60 MW-63 ?

@ ri r d et "

MW-66 MW-62 ge e E6 E9 E10 ND ND ND

-1.87 ND Cs Co Ni ND Cs Co Ni 5

" -1.72 ND @

?

ND

?@

@?

Cs Co Ni

? -0.64 ND ND CB-33 E8 MW-48 ND MW-61 -0.33 8.99 -0.82 ND ND

-1.03 ND CB-23 ND ND ND ND CB-15 ND C2 ND Cs Co Ni MH1

-0.74

-2.99 ND ND ND MH12 -2.86 ND ND

-0.86 ND ND ND -1.13 ND ND ND ND ND E7

-0.91

?

MH14 ND

-3.41 -2.08 50 25 0 50 100 150 ND ND ND ND

-2.03 MW-38 ND ND

-2.43 ND ND

-0.50 ND E13 Feet ND ND

-2.15 ND ND HR-1

-1.68 ND ND ND @

? Cs Co Ni

? Cs Co Ni Rip-rap GZA GeoEnvironmental, Inc.

-3.14 ND ND ND

-1.68 ND ND -3.28

-1.33

-1.49 ND ND ND One Edgewater Drive Norwood, MA 02062 ND ND OUTFALL OUT-1 Concrete pier

-2.46 ND ND ND Phone: (781) 278-3700 Fax: (781) 278-5701

-2.66 ND ND Cs Co Ni No Access INDIAN POINT ENERGY CENTER this Area

-1.97 ND ND ND OUT-1 BUCHANAN, NEW YORK

?

1st QUARTER 2009 ROLLING AVERAGE 1

HUDSON RIVER Plant North N CESIUM, COBALT, AND NICKEL ACTIVITY MAP N

8 10-21-2009 Proj. Mgr.: MJB Dwg. Date: Figure No.:

Designed By: MJB Reviewed By: MJB Operator: GAS Job No.:

41.0017869.91 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

~ ------

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 SCIENTI STS AND ENG INEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FiNAL BORING DEPTH (FT) - DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.99 DATE 1/22109 P SI CAPACITY 30 CASIN G 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 T AB LE EL EVATION)

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

CABLE

-- CO NNECTOR DEPTH TO BOTTOM : FT GROUND ELEVATION: 18.50 FT M.S.L.

CASING ELEVATIO N : 18.50 FT M .$.L.

CASING ABOVE (+) OR BELOW H GROUND:

DISTANCE FROM CASING TO GROUND (+ OR .):

above 0.00 FT II GROUND.....'

t + t MEASURED CABLE LENGTH FT SURFACE

"'=

.:p T IME OF MEASUREMENT: 8:57 HRS MEASU REMENT TAKEN FROM; TOC WATER TABLE

................. "\7 .,

~

DEPTH TO WATER: 16.21 FT ACTUAL DEPTH : + ? FT THEORETICAL CABLE LENGTH : - #VALUE! FT HAVE CLOCKS BEEN SYNCHRONIZED?

0 check Co> all IS TRANSDUCER SET TO TAKE "S URFACE ~ READINGS ?

btl <hec' CABLE ....... .... .......... ........ ~

ell , ¢>

t+-

ELEVATION OF MEASURING POIN T: 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 TRAN SDUCER TEST START TIM E: 8:59 HRS SENSOR ..................

.. ....... ~

WELL BonOM LEGEND: DTW

DEPTH TO WATER "

DTB . DEPTH TO BonOM OF WELL AD

ACTUAL DEPTH OF TRAN SDUCER 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 0100 17869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORIN G DEPTH (FT) 57.00 DATU M NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 15.02 1 DATE 112112009 PSI CAPACITY 30 CASING ELEVATION (FT) 14 .852 SERIAL NUMBER 6753 CASING DIAMETER (INCH ) 2 STATIC GROU NDWATER TABLE ELEVAT ION (FT)

5.10 GZA ENGIN EER 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 fu nction ing 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..""

MEASUR ED C ABLE LENGTH : FT SURFACE

~ ,

TIME OF MEAS UREMENT: 12:22 HRS

'T' ,

MEASUREMENT TAKEN FROM : TOC WATER ................* 1'\7 ~ ,

TAB LE l'

DEPTH TO WATER: 9.75 FT ,

ACTUAl DEPTH: + 12.20 FT THEORETICAL CABLE LENGTH : -- 21.95 FT

...i.J ,,

IZI Q ..."

HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRANSDUCER SET TO TAKE "SUR FACE ~ READINGS ?

blI oheck

'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.

TE ST 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 TRAN SDUCER UNDER WATER CL

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

GZA I WELL 10 : MW* 37* 22

T II, lALLAnON L OG 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) 15.02 1 DATE 1121109 PSI CAPACITY 30 CASING ELEVATION (FT) 14 .79 1 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 TABL E ELEVATION)

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

DEPTH TO BonOM : 32.00 FT CABLE CONNECTOR GROUND ELEVATION: 15 .021 FT M.S .l.

CASING ELEVATION: 14.791 FTM.S.l.

CASING ABOVE (+1 OR BELOW H GROUND:

DIST ANCE FROM CAS ING TO GROUND (+ OR . ):

below

-0.230 FT GROUND../

~

t

+

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:

TEST START TIME:

20 12:30 MIN HRS TRANSDUCER SENSOR .. ' .. ..... ......

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

WELL BOnOM LEGEND: DTW

DEPTH TO WATER DTB . DEPTH TO BonOM OF WE LL AD

ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

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

GZA I WELL 10

MW* 37* 32

UL IN:> I AL LA III IN LU\:i GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-40 440 NINTH AVENUE, 18th FLOOR Entergy SH EET , of '

NEW YORK, NEW YORK 10001 Indian Poi nt Energy Center FILE NO. 01.0017869.9' SC IENTISTS AND ENGIN EERS PROJECT LOCATION Indian Point MANU FACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 1502 1 DATE 1/21 /09 PSI CAPACITY 30 CASING ELEVATIO N (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 TAB LE ELEVATION)

DEPTH TO WATER ... AC TUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)

CABLE DEPTH TO BOTTOM: 40.00 FT CONNECTOR GROUND ELEVATION: 15.021 FT M.S .l.

CAS ING ELEVAT ION: 14 .852 FT M.S.l.

CAS ING ABOVE (to) OR BELOW (-) GROUND:

DISTANCE FROM CASING TO GROUND (+ OR -I:

below

-0. t 69 FT GROUND:":

.11 MEASURED CABLE LENGTH: FT SURFACE e:. ,!

TIME OF MEASUREMENT: 12:36 HRS MEASUREMENT TAKEN FROM: TOC WATER .... .... ..-

TABLE

..

1'7 ~

~

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. ,.;....

IS TRANSDUCER SET TO TAKE "SURFACE READINGS?

ft ILl .. ....... _........... ........ ~

Q , ~

" CABLE 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 ,

TES T 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 GEOENVIRON MENTAl OF NEW YORK CHent WE LL 10 MW-35 440 NINTH AVENUE, 18th FLOOR Entergy SHEET 10rl NEW YORK , NEW YORK 1000 1 Indian Point Energy Cenler FILE NO 01 .0017869.91 SC IENTISTS 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 21 11109 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 .. AC TUAL 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 ...""

MEASU RED 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 C ABLE LENGTH : - 26.077 FT ..

HAVE C L OCKS BEEN SYNCHRONIZED?

0 check

...i.I Q ..

IS TRANSDUCER SET TO TAKE ~SURFACE" READINGS?

6t1 check CABLE ~

0 <:>

ELEVATION OF MEASURING POINT: 18.444 FT M .S .L.

DEPTH TO WAT ER :

REF ERENCE ELEVATION:

-- 8.96 9,484 FT FTM.S.l.

TEST NAME: MW-35 PRESSU~~ ..... .......... .. ....... ~

L OGGING INTERVAL :

TEST START TIME :

20 12:03 MIN HRS TRAN SDUCER SEN SOR .........

~

t-WELL BOnOM LEGEND : DTW

DEPTH TO WATER DTB

DEPTH TO BOnOM OF WelL AD

A CTUAL DEPTH OF TRANSDUCER UNDER WATE R CL

CABLE LENGTH FRO M SENSOR TO GROUN D SURFACEI TOP OF CASING NOTES:

GZA IWE LL 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 (F T) 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' ~ ,

TAB LE

~

DEPTH TO WATER : 5.02 FT ACTUAL DEPTH: + 4 6.515 FT THEORETICAL CABLE LENGTH :

-- 51.535 FT HAVE CLOCKS BEEN SYNCHRONIZED?

121 "'eck

, a..

9 .....

IS TRANSDUCER SET TO TAKE " SURFACE" READINGS ?

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

Q 4iC, 'f',

ELEVATION OF MEASURING POINT: 11 .670 FT M .S.l. ,,

DEPTH TO WATER :

REFERENCE ELEVATION :

-- 5.02 6.650 FT FT M .S.l.

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

LOGGING INTERVAl: 20 MIN ,

TEST START TIME: 10:38 HRS TRAN SDUCER SENSOR *.. .

..... ... 0 ... ... ,

W ELL BOTTOM ". ........

LEGEND: DTW

DEPTH TO WATER DTB

DEPTH TO BOTTOM OF WEl l 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 GEOENVI RONME NTAL 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 SCI ENTISTS AND ENGI NEERS 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 ELEVAT ION (WATER TABLE ELEVATION)

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

DEPTH TO BOTTOM: 78.00 FT CABLE CONNECTOR*************** .... . r GROUND ELEVATION: 69.71 FT M.S.L CASING ELEVATION :

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

DISTANCE FROM CASING TO GROUND (. OR -J:

69.52 below

-0 .19 FTM.S.L.

FT GROUND:/

11 .. . ..

MEASURED CABLE LENGTH: -- FT SURFACE iI!=

TIME OF MEASUREMENT: 12:40 HRS

'f, MEASUREMENT TAKEN FROM : TOC WATER ... ............. '\7 ~

DEPTH TO WATER : 33 .97 FT TABLE r

ACTUAL DEPTH : + 43.46 1 FT THEORETICAL CABLE LENGTH:

-- 77 .431 FT

...lJ

, 0 ....

~

HAVE CLOCKS BEEN SYNCHRONIZED? <h&k IS TRANSDUCER SET TO TAKE RSURFACE" READINGS? check CABLE ...................... .... . 0 <i=>

ELEVATION OF MEASURING POINT: 69.524 FT M .S.l. ,

DEPTH TO WATER:

REFERENCE ELEVATION:

-- 33.97 35.554 FT FT M .S.l. ,

TEST NAME : MW42-78 PRESSU~ ~. .... .. ......... .. ...... ,

LOGGING INTERVAL:

TES T START T IME:

20 12:40 MIN HRS TRANSDUCER SENSOR. ...... .... ..

..... . . . .. 0 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 L UI>

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 21 12109 PSI CAPACITY 30 CASING ELEVAT ION (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 WAT ER = REFERENCE ELEVATION (WATER TABLE ELEVATION)

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

DEPTH TO BOTTOM: 28.00 FT CABLE CONNECTOR" GROUND ELEVATION: 48.760 FT M.S.L CASING ELEVATION : 48.02 1 FTM .S .L CASING ABOVE (+) OR BELOW (-) GROUND:

DISTANCE FROM CASING TO GROUND (+ OR -):

below

-0. 739 FT GROUND:/

!I t, + +

MEASURED CABLE LENGTH : -- FT SURFACE

~

cp ,

TIME OF MEASUREMENT: 9:32 HRS MEASUREMENT TAKEN FROM : TOC WATER ................. "\7 ~ ,

DEPTH TO WATER: 15.80 FT TAB LE r ,,

ACTUAL DEPTH: + 11 .11 9 FT ,

THEORE TICAL CABLE LENGTH: -- 26.9 19 FT ,

9

~ '*"

HAVE CLOCKS BEEN SYNCHRONIZED? check 0;-

IS TRANSDUCER SET TO TAKE HS U RFACE ~ READINGS? check CABLE ... ....... .......... ........ ~

Q .;:.,

elEVATION OF MEASURING POIN T : 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:

TEST START T IME :

20 9:32 MIN HRS TRAN SDUCER SENSOR .* .... ........ .....

...... .0 *

WELL BOTTOM

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

LEGEND: DTW - DEPTH TO WATER DTB

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

CABLE LENGTH FROM SEN SOR 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 Energ y Center FilE NO, 01 .0017869.91 SC IENTI STS AND ENGINEERS PROJECT LOCAT ION Indian Point MAN UFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DAT UM NGVD 29 MAK E MiniTroll GROU ND ELEVATION (FT) 48.76 1 DATE 21 12/09 PSI CAPAC ITY 3D CASING ELEVATION (FT) 47 .821 SERIAL NUM BE R 16236 CASING DIAMETER (INCH) 2 STATIC G ROUNDW ATER TABLE ELEVATION (FT) 30.50 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE EL EV ATION (WATER T A BLE ELEV ATION)

DEPTH TO WATER + ACTUAL DEPTH =CABLE LENGTH (if tr ansducer is fUnctioning properly)

CABLE DEPTH TO B OTTOM: 63 .00 FT CONNECTOR GROUND ELEVATION: 48.76 1 FTM .S.L.

CASING ELEVATION : 47.82 1 FT M,$,L.

CASING ABOVE (+) OR BELOW (-) GROUND; below .!I ... t ...

DIS TANCE FROM CASING TO GROUND (+ O R .): -0.940 FT GROUND *.""

MEASURED CABL E LE NGTH: -- FT SURFACE TIME OF MEASUREMENT: 9:22 HRS MEASUREMENT TA KEN FROM : TOC W ATER TABLE

..... ........ ** 1'\7 ~

t DEPTH TO WATER : 17.32 FT ACTUAL DEPTH : + 36.126 FT T HEORETICAL CABLE LENGTH : - 53.446 FT HAVE CLOCKS BEE N SYNCHRONIZED ?

IS TRANSDUCER SET TO TAK E "SURFACE"' READINGS?

~

check check CA BLE .... ..... .... ........ ..... ~

Ci:I 00(

...;.I 0

.¢o ELEVATION OF MEASURING POINT: 47.821 FT M.S.L. , ,,

DEPTH TO WATER:

-- 17.32 FT ,

REFERENCE ELEVATION:

- 30 .50 1 FTM .SL TEST NAME: MW-43-62 PR ESSU ~~** .... ........... ... ... ~

LOGGING INTERVAL:

TEST START TIME :

20 9:22 MIN HRS TRAN SOUCER SENSOR ..........

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

0 ... ..

W ELL LEGEN D: DTW

DEPTH TO W ATER BOTTOM .. .. .....

DTB

DEPTH TO BOTTOM OF W ELL AD

ACTUAL DEPTH OF TRAN SDUCER UNDER WATER C L

CABLE LEN GTH FRO M SEN SOR TO GROUND SU RFAC EI TOP OF CASING NOTES:

GZA IWEl L ID : MW--43-62

I IU{;IoK IN:; lALL A IIUN LUu GZA GEOENVIRONM ENTAL OF NEW YORK Client WELL 10 MW-44-67 440 NINTH AVENUE, 181h FLOOR Ente rg y SHEET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FilE NO. 010017869.91 SCIENTIS TS AND ENGINEERS PROJECT LOCATION 1001311 Point MANUFACTURER In*Situ FiNAL BORING DEPT H (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 PO INT

DEPTH TO WATER =REFERENCE E LE VATION (WATER TABLE ELEVATION)

DEPTH TO WATER ... ACTUAL DEPTH =CABLE LENGTH (if transd ucer is funct ioning pro perly)

CABLE DEPTH TO BOTTOM; 67 .00 FT CONNECTOR>

GROUND ELEVATION; 93.52 FTM .S .L CASING ELEVAT ION : 93.02 FTM .S.l.

CASING ABOVE (+ ) OR B ELOW (-) GROUND:

OIST ANC E FROM CASING TO GROUND (+ OR .):

below 0 .50 FT GROUN D:""

.tI *,, *

MEASURED CABLE LENGTH : FT SURFACE cp 9 :36 TIME OF MEASUREMENT: HRS ME ASUREM ENT TAKEN FROM; TOC WATER ..........

TABLE

- . . . .'\7 ,

D EPTH TO WATER: 59.74 FT ,

AC TU AL DEPTH : + 4.414 FT ,

T HEORE TICAL CABLE LENGTH :

-- 64.154 FT ,,

..l.I 0 0 a.

HAVE CLOCK S BEEN S YN CHRONIZED ?

IS TRAN SDUCER SET TO TAKE RSURFACE R READINGS ?

blI

, hed< CABLE ....................... .. . Cl

~ ,

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

OEPTH TO WATER: -- 59.74 FT REFERENC E E LEVATION: 33.28 FT M.S.l.

TEST NAME : MW-44-67 PRESSU~f;. .... ... ......... .. ..... ~

LOGGING INTERVAL : 20 MIN TRAN SDUCER TEST START T IME : 9:37 HRS SENSOR .......

WELL BOnOM LEGEND: DTW

DEPTH TO WATER DlB

DEPTH TO BOnOM OF WElL AD

ACTUAL DEPTH OF TRANSOUCER UN DER WATER CL - CABLE LENGTH FROM SENSOR TO GROUNO SURFAC EI TOP OF CASING NOTES:

GZA I WELL 10 : MW-44-67

IKAN:iUUl,;I:K _A III IN LUI>

GZA GEOENVI RONMENTAL 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 ENGI NEERS PROJECT LOCATtoN Indian Point MANUFACT URER 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 ELEVAT ION ( 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 proper ly)

CABLE DEPTH TO BOTTOM :

GROUND ELEVATION:

29 .82 18.08 FT FT M.S .l.

CONNECTOR" 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 FT GROUND..""

MEASURED CABLE LENGTH: .. FT SURFACE TIME OF MEASUREMENT: 11 :43 HRS MEASUREMENT TAKEN FROM : TOC WATER .. .............. 1'\7 ~

DEPTH TO WATER: 4.56 FT TABLE

-+

ACTUAL DEPTH: 23.53 FT THEORETICAL CABLE L ENGTH : 28.09 FT ,

, ..Lr Q a.

~

HAVE CLOCKS BEEN SYNCHRONIZED? check IS TRANSDUCER SET TO TAKE "SURFACE" READINGS? check CABLE ...... .... ~

Q t+-

¢>

~ , ,

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:

TEST START TIME :

20 11 :44 MIN HRS TRAN SDUCER

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

SENSOR .....

WELL LEGEND: DTW

DEPTH TO WATER BOn OM "

DTB

DEPTH TO BOnOM OF WEll AD

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

GZA WELL 10 : MW-46

)Ul;t:K ~I~:;_I ALLA IIUN L U G GZA GEOENVIRONME NTAL 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 SCIENTI STS 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 21 13/09 PSI CAPACITY 30 CASING ELEVATION (FT) 69.81 SERIAL NUMBER 15843 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TAB LE ELEVATION (FT) 22.61 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT

DEPTH TO WAT ER = REFEREN CE ELEVATION (WAT ER TABLE ELEVATION)

OEPTH TO WATER + ACTUAl DEPTH =CABLE LENGTH (if tra nsd ucer is funct ioning properly)

DEPTH TO BOTT OM : 56.00 FT CABLE CONNECTOR GROUND ELEVATION: 70.32 FTM .S.L.

CASING ELEVAT ION: 69.81 FT M.S.L CASING ABOVE (+1 OR BELOW H GROUND : below l' ... ... +

DISTANCE FROM CASING TO GROUND (+ OR -): -0.5 1 FT ,

GROUND..""

MEASURED CABLE L ENGTH: -- FT SURFACE

<?

TIME OF MEASUR EMENT : 11 :00 HRS ,,

M EASUREMENT TAK EN FROM: TOC WATER ................. l-v ~

DEPTH TO WATER: 47 .20 FT TABLE 7 ,,

ACTUAL DEPTH : + 3.32 FT THEORETICAL CABLE LENGTH :

-- 50.52 FT

, ..lJ 0 m HAVE CLOCKS BEEN SYNC HRONIZED?

IS TRAN SDUCER SET TO TAK E "SURFACE" READIN GS?

~

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

Q "T'

-=

ELEVATION OF M EASU RIN G POINT: 69.81 FT M.S.L.

DEPTH TO WATER :

REFERENCE ElEVATION:

-- 47 .20 22.61 FT FT M .S.L.

TE ST NAM E:

LOG GING INTERVAL :

MW47-57 20 MIN PRESSU~!;

TRANS DUCER TE ST START TIME: 11 :00 HRS ....... ~ 0 'I' 'I' ,

SENSOR .'

WELL LEGEND: DTW

DEPTH TO WATER BOTTOM '"

DTB

DEPTH TO BOTTOM OF WELL AD

ACTUAL DEPTH OF TRAN SDUCER UNDER WATER CL

CABLE LENGTH FROM SE NSOR TO GROUND SURFACEI TOP OF CASING NOTES:

GZA IWEllID : MW-47*56

It<, ;ER IN" IALLAIIVN LV" GZA GEOENVIRONMENTAL 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 ENGIN EERS 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 OIAM ETER (INCH) 2 STAT IC GROUNDWATER TABLE ELEVATION (FT) 7.99 GZA ENGINEER M. Britos A. Altieri ELEVATION OF MEASURING POIN T - 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 ;

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

16.28 below FT M .S.L.

,. +, ., .

DISTANCE FROM CASING TO GROUND (+ OR -): -0.49 FT GROUND..""

MEASURED CABLE LENGTH : - FT SURFACE

~

T IME OF MEASUREMENT; 14:32 HRS MEASUREMENT TAKEN FROM ; TOC WATER ................* 1'\7 TABLE t, ,

DEPTH TO WATER: 8.29 FT ACTUAl DEPTH: + 3.75 FT THEORETICAl CABLE LENGTH : - 12.04 FT

..lJ Q

HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRANSDUCER SET TO TAKE "SURFACE " READINGS ?

IZI b.1

'hock

.... ..... _........... ........ ~

Q

....4>

cD

"""'" CABLE ELEVATION OF MEASURING POINT: . 16.28 FT M .SL DEPTH TO WATER ;

-- 8 29 FT ,

REFERENCE ELEVATION: - 7.99 FT M .S.L.

TEST NAME; MW 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 W ELL AD

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

GZA I WEllIO : 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 N O. 01 .0017869.91 SCIENTI STS AND ENGINEERS PROJEC T 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 11 897 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 + AC TUAL DEPTH" CABLE LENGTH (iftransducer is functioning properly)

DEPTH TO BOTTOM: 82 .00 FT CABLE CONNECTOR GROUND elEVATION : 70.26 FT M.S.L.

CASING ELEVATION : 69.93 FT M.S.L.

CASI NG ABOVE 1+1 OR BELOW H GROUND:

DISTANCE FROM CASING TO GROUND (+ OR .J:

below

-0.33 FT GROUND...:'

c'I +, *

MEASURED CABLE LENGTH : -- FT SURFACE

-=..... ,

TIME OF MEASUREMEN T: 10:17 HRS f ,

MEAS UREMENT TAKEN FROM: TOC WATER ................. 1'\7 .i.

DE PTH TO WATER: 60.30 FT TAB LE t,

ACTUAL DEPTH : + 21.083 FT ,,

THEORETICAL CABLE LENGTH: 81.383 FT

..u HAVE CLOCKS BEEN SYNCHRONIZED?

121 check

.. ................... ......... 9 ....."*"

IS TRANSDUCER SeT TO TAK E MSURFACE" READINGS ?

b.c1 check CABLE Q ELEVATION OF MEASURING POINT: 69.93 n M .S.l. ,,

DE PTH TO WATER: - 60.30 FT REFERENCE ELEVATION :

- 9.63 FT M .S.L TE ST NAME: MW-53-82 PRESSU~Ji ....... *.. ........ .. ...... ,

LOGGING INTERVAL:

TEST START TIME :

20 10: 18 MIN HRS TRANSDU CER SENSOR ..... .. '

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

0 WELL I

LEGEND: oTW

DEPTH TO WATER BOnOM ..... ".

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

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 GEOENVIRONME NTAL 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 SC IENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTUR ER In*Situ FINAL BORING DEPTH (FT) 77.50 DATUM NGVD29 MAKE MiniTroli GROUND ELEVATION (FT) 18.25 DATE 21 11 /09 PSI CAPACITY 30 CASING ELEVATION (FT) 17.77 SERIAL N UMBER 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) o ePTH TO BOTTOM: 24.00 FT CABLE CON NECTOR**************** . . . ..

GROUND ELEVATION: 18.25 FT M,S.L.

CASING ELEVATION : 17.77 FT M's.L.

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

DISTANCE FROM CASING TO GROUND (+ OR -J:

below

-0 .48 FT GROUN D.-/

!' t, **

MEASURED CABLE LENGTH: -- FT SURFAC E c? ,

r TIME OF MEASUREMENT: 9:11 HRS MEASUREMENT T AKEN FROM: TOC WATER ................. 1'\7 ,

TABLE DEPTH TO WATER: 9.97 FT ,,

ACTUAL DEPTH : + 5.85 FT THEORETICAL CABLE LENGTH: - 15.82 FT ,

..l.I 0 ac.

~ .....

HAVE CLOCKS BEEN SYNCHRONIZED? <hook

.......... _.......... ......... ~

_k IS TRANSDUCER SET TO TAKE "SURFACE" READINGS? 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:

TEST START TIME:

20 9:11 MIN HRS TRANSDUCER SENSOR . ..... "-"

WELL LEGEND: DTW - DEPTH TO WATER e ODOM ".

OT B

DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH O F TRANSDUCER UNDER WATER C L - CABLE LENGTH FROM SENSOR TO GROUND SURFACE! TOP O F CASING NOTES:

GZA I WE LL 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 BORIN G 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 ENGINEE R M. Brilos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELeVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH =CABLE L ENGTH (if transducer is function ing properly)

DEPTH TO BOTTOM: 54 .00 FT CABLE CON NECTOR 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 ...........

TABLE

..... '\7

.,.~

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. ,

TE ST NAME: MW-55-54 PRESSU~J; ... .. ..... ~

LOGGING INTERVAL : 20 MIN TR AN SDUCER ,

TEST START TIME: 13:37 HRS SENSOR . ....... .....

WELL SOnOM LEGEND: oTW

DEPTH TO WATER oTB . DEPTH TO BOnOM OF WELL AD

ACTUAL DEPTH OF TRAN SDUCER 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 1000 1 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 _ 21 13/09 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 T ABLE ELEVATION)

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

OEPTH TO BOTTOM : 53.00 FT CABLE CONN ECTOR ***** ............ ......

, 'VATOn" ' 70.26 FTM .S.L.

CASING ELEVATION: 69 .32 FT M.S.l.

ICASING ABOVE (+) OR BELOW H GROUND: below DISTANCE FROM CASING TO GROUND (+ OR -J: -0,94 FT GROUND/!"

MEASURED CABLE LENGTH : - FT SURFACE

~!

c po ITiME OF MEASUREMENT; IOEPTH TO WATER:

FROM; 11 :39 TOe 47 .59 HRS FT WATER TABLE

........... " .. ,. 1'\7 IACTUAl OEPTH ; + 40 .087 FT I 1':4RI ~ LENGTH: - 87 .677 FT 0 C'~

~

IHAVE CLOCKS BEEN SYNCHRONIZED? I check SET TO TAKE MSURFACE MREADINGS ?

blI .

~ ~,~

1" check CABLE ' ,

3 ELEVATION OF MEASURING POINT: 69,32 FT M.S.L.

DEPTH TO WATER :

ELEVATION ;

-- 47,59 21.73 FT 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:

I GZA i WELLOD 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 SC IENTISTS 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.

C ASIN G 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:

MEASUREMENT TAKEN FROM :

11 :26 TOC HRS WATER ................* ,\7

'*~' , ,

TABLE

~

DEPTH TO WATER: 47 .32 FT ! ,,

ACTUAL DEPTH : + 36 .372 FT ,,

THEORETICAL C ABLE LENGTH: - 83 .692 FT HAVE CLOCKS BEEN SYNCHRONIZED?

IZJ 'k 9 .....

o::i:a M

IS TRANSDUCER SET TO TAKE HSU RFACE 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 A LLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-58-65 440 NINTH AVENUE. 18th FLOOR Entergy SHEET 10f1 NEW YO RK , NEW YORK 10001 Indian Point Energy Center FILE NO . 01 .0017869.91 SCIENTI STS AND ENGINEERS PROJ ECT LOCAT ION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) nOD DATUM NGVD 29 MAKE MiniTroll GROU ND ELEVATION (FT) 14.57 DATE 2/3/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.25 SERIAL NUMBER 56 19 CASING DIAMETER (INCH ) 1 STAT IC GROUNDWATER TABLE ELEVATIO N iFT) 6.43 GZA ENGINEER M. Brilos A.Altieri E LEVATION OF MEAS URING POINT - DEPTH TO WATER = REFERENCE ELEVAT ION (WATER TABLE E LEVATION)

DEPTH TO WATER + ACTUAL DEPTH ::: CABLE LENGTH (if transduce r is funct ioning properly)

CABLE OEPTH TO BOTTOM; 65.00 FT CONNECTOR GROUND EL EVATION: 14.57 FTM .S.L.

CAS ING ELEVATION: 14.25 FTM .S.L.

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

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

below

-0.32 FT GROUND:....

11 * * * ..

M EAS URE D CABLE LENGTH: -- FT SURFACE

.r:r-TIME O F MEASU RE M ENT; MEASUREMEN T TAKEN FROM:

9: 11 TOC HRS WATER ..........

TASLE

- . . . 1\7 ...

~ ..

DEPTH TO WATER: 7.82 FT AC TUAL DEPTH : + 60 .267 FT THEORETICAL CABLE LENGTH: -- 68.087 FT

..lI ..

0 cD

~

check HAVE CLOCKS BEEN SYNCHRONIZED?

[S TRANSDUCER SET TO T AKE "SU RFACE" R EAD[NGS ? check CABLE .................... .......... Q t+-

ELEVAT [ON O F MEASURING POIN T: 14.25 FT M.S.L DEPT H TO WATER: -- 7.82 FT REFERENCE ELEVATION: - 6.43 FT M.S.L TE ST NAME: MW-58-65 PRESSUI1J; ..... .. ... ... .... ........ ..

L.OGGING INTERVAL:

TEST STAR T TIME:

20 9: 11 MIN HRS TRANSDUCER SENSOR ..... .. .....

WELL SOnOM " . .....

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

GZA IWELL 10 : MW- 58-65

INSTAL LATI< )N LOG GZA GEOE NVIRONMENTAL OF NEW YORK CUent WE LL 10 MW*62* 18 440 NINTH AVENUE , 18th FLOO R 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 GROU ND ELEV ATION (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 ENGINEE R M. Britos A . Altieri ELEVATION OF MEASURING POINT

DEPTH TO WATER:: REFERENCE ELEVATION (WATER TAB LE ELEVATION)

DEPTH TO WATER + ACTU Al DEPTH =CABLE LENGTH (if tr ansducer is functioning properly)

DEPTH TO BOTTOM : 18.00 FT CABLE CONNECTOR ................. ......

GROUN D ELEVATION : 14.69 FT M.S .L CASING EL EVATION: 12.8 1 FTM .S.L.

CASING ABOVE (+1 OR BELOW H GROUN D:

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

below

-1.88 FT jI t -+, -+

GROUND.."" , ,,

-- FT MEASURED CAB LE L ENGTH: SURFACE

~

f TIME OF MEASUREMENT: 9:34 HRS MEASUREMENT TAKEN FROM : TOC WATER ................. 1'\7 ,

TABLE DEPTH TO WAT ER: 10.78 FT 1

--+

ACTUAL DEPTH : 5.164 FT THEORETICAL CABLE LENGTH : 15.944 FT

..lJ HAVE CLOCKS BEEN SYNCHRONIZED?

IZl check Q ....t!-

IS TRAN SDUCER SET TO TAKE " SURFACE M READI N GS?

b.1 check CABLE ~

0 :

¢>

4: :

ELEVATION OF MEASURING POIN T : . 12.81 FT M .S.L.

DEPTH TO WATER :

REFERENCE ELEVATION :

-- 10.78 2.03 FT FTM .S.L.

TEST NAME :

LOGGING INTERVAL:

MW-62-1 8 20 MIN PR ESSU ~Ji .....

TRANSDUCER y ...

TEST START TIME : 9:36 HRS

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

W ELL BOTTOM ...... :

.... ". y LEGEND: DTW

DEPTH TO WATER DT B . DEPTH TO BOTTOM OF WELL AD

ACTUAL DEPTH OF TRAN SDUCER 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 F IN AL BORING DEPTH (FT) 35.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 14.18 DATE 1123/09 PSI CAPAC ITY 30 CASING ELEVATION (FT) 13.06 SERIAL NUMBER CAS ING 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 (iftr ansduc er is functioning properly)

CABLE DEPTH TO BOTTOM : 18.00 FT CONNECTO W 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',, ,

t T IME OF MEASUREMENT : 9:30 HRS MEASUREMENT TAKEN FROM: TOC WATER ..........

TABLE

. . .. '\7 ,

DEPTH TO WATER : 13.46 FT ,,

ACTUAL DEPTH : + 4.763 FT THEORETICAL CABLE LENGTH: - 18.223 FT ,,

HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRANSDUCER SET TO TAKE ~ SURFACE " READINGS ?

0 1iI

'heck check CABLE .... ................. ........ ~

Q

.l.I 0, ........

¢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 18 PRESSU~!; ..... ......... .. ........ ~ ,

LOGGING INTERVAL: 20 MIN TRAN SDUCER ,

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 I WELL 10 . MW*6J.18

t: K _LA I IU N U li GZA ' AC OF NEW YORK C,." WELL ID MW* ...21 440 NINTH AVENU E. 18th FLOOR Entergy SHEET '011 NEW YORK . NEW YORK 1000 1 Indian Point Energy Center FILE NO . 01 .

~v ' " N" ~ ' ~ AND ENGINEERS PROJECT 'od~o p~",

In-Situ 37.00 NGVD29 D::~ :

FINAl BORING DEPTH (FT)

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" MEA SUR ING POINT - DEPTH TO WAT ER ::: REFEREN CE ELEVATION (WATE R TABLE ELeVAT ION)

DEPTH TO WAT ER + ACTUAL DEPTH ::: CABL E LENGTH (if transducer is functioning pro perly)

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 AB OVE (+) OR BELOW H GROUND:

FROM CASING TO GROUND (+ OR -J:

below

0.72 FT l LENGTH .. FT SURFACE

~< f>~

IT IME OF ME AS UREMENT; 10:09 HRS ,

FROM: TOG WATER TABLE

...... . . . . .. 1'\7 IDEPTH TO WATER : 12.89 FT

-+

IACTUAL DEPTH : ? FT I t':.6.RI 1= LENGTH : FT

~

IHAVE CLOCKS BEEN SYNC HRONIZED?

liS TRANS DUCER SET TO TAK E ~S UR FACE~ READIN GS?

IZJ iii -,

0"""

CABLE

~ !'o~

(

)

, .: ~

a

~ ... o;; .. ......." UI MEASURING POINT: 13.407 FTM.S.l.

IDEPTH TO WATER:

ELEVATION:

-- 12.89 0.517 FT FT M .S.L.

MW*66*21 INTERVAL: 20 MIN TRAN SDUCER 10 :10 HRS SENSOR .. ........ ... ......... I

WE LL BonOM .. .. ***** ............. ,

I:"""""...

ILEGEND' DTW - DEPTH TO WATER DTB - DEPTH TO BOn OM OF W ELL AD . ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR T O 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 0 1.00 17869.91 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 =REFEREN CE 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.

13.364 CASING ELEVATION: 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 DEPTH TO WATER : 12. 17 FT T ACTUAL DEPTH ; + 14.62 FT

-- 26.79 1 .....

THEORETICAL CABLE LENGTH : FT Q a:.

~

HAVE C LOCKS BEEN SYNCHRONIZED? ,""'" ...................... ........

IS TRANSDUCER SET TO TAKE HSURFACE READINGS ?

M

,""'" CABLE ~

Q "i=>

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

.. I DEPTH TO WATER :

REFERENCE ELEVATION :

-- 12.17 1.190 FT fTM .S.L.

lEST NAME: MW-66-36 PRESSU~!; ...... .... .. ..... .. ..... ~

LOGGING INTERVAL :

TEST STAR T TIME:

20 10: 13 MIN HRS TRANSDUCER SEN SOR .*******.***

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

0 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 AVE NUE, 181h FLOOR Enterg y S HEET lofl NEW YORK, NEW YORK 1000 1 Indian Point Energy Center FILE NO. 01 .0017869.91 SCIENTISTS AND ENGI NEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 17,70 DATUM NGVD 29 MAKE MiniTroll GROUND ELE VATION (FT) 18.93 DATE PSI CAPACITY 30 CASING ELEVAT ION (FT) 18.38 SERIAL NUMBER CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELE VATION (FT) 18 .38 GZA E NGINEER M . Brilos A. Altieri ELEVATION OF MEASURING POINT

DEPTH TO WATER =REFERENCE ELEVATION (WATER TABLE ELEVATION)

DEPTH TO WATER + ACTUAL DEPTH =CAB LE L ENGTH (if transd ucer is functio ning pro per ly )

CABLE DEPTH TO BOTTOM; 17.70 FT CONN ECTOR G ROUND EL.EVATION; 18.93 FTM .S.L.

CAS ING ELEVATION : 18.38 FT M.S .L CAS ING ABOV E (+) OR B ELOW H GROUND: below

,jI t ... ...

DISTANCE FROM CASING TO GROUND ( .. OR -I: -0. 55 FT GROUND":

-- FT SURFACE 31!=

~ ,,

TIME OF MEASUREMENT : 13:20 HRS ,

MEASUREMENT TAKEN FROM : TOC WATER ... ....... ..... 1'\7 ~

TABLE ~

DEPTH TO WATER: FT

--+

ACTUAL DEPT H: FT THEORETICAL CABL E LENGTH : 0.00 FT 0 0 <i:a HAVE CLOCKS BEEN SYNC HRONIZED?

IS TRANSDUC ER SET TO TAKE "SURFACE" READINGS ?

6.1 check

....... ...* ... ....... . . . ... Q

~

check CABLE ELEVATION OF MEASURING POINT : 18.38 FT M.S.l.

DEPTH TO WATER: -- 0.00 FT REFERENCE ELEVATION :

- 18 .380 FT M.S.l.

T EST NAME : MW-111 PRESSU~~ ... ... . _ .......... ........

LOGGING INTERVAL:

TEST START TIME:

20 MIN HRS TRANSDUCER SENSOR .'

.... ...

0 t WE LL BOTTOM LEGEND: DTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH O F TRANSDUCER UNDER WATER CL - CABLE LENGTH F ROM 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 + AC TUAL DEPTH = CAB LE LENGTH (if transducer is functioning pro perly)

CABLE OEPTH TO BOTTOM: NA FT CO NNECTOR************************ ..

GROUND ELEVATION : 15.003 FT M,S,L.

C ASING 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:/

MEASU RED CABLE LENGTH: -- FT SURFACE TIME OF M EASU REMENT: 9:26 HRS ME AS UREMENT TAKEN FROM: TOC WATER ................. 1'\7 ~

DEPTH TO WATER: 13.21 FT TABLE t ACTUAL DEPTH: + 8.142 FT ,

TH EORETIC AL CABLE LENGTH:

-- 21 .352 FT ,

HAVE CLOCKS BEEN SYNC HRONIZED ?

IS TRAN SDUCER SET TO TAKE "SURFACE " READINGS?

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

Q

...i.I q

¢a

-iC ELEVATION OF ME AS URING POINT : 18.060 FT M ,S.l.

DEPT H TO WATER: - 13.21 FT REFER ENC E ELEVATION : - 4.8 50 FT M .S.l.

1 TE ST NAME: U3-C1 PR ESSU~J; ***** .. ..... ..... .. .....~

LOGGING INTERVAL:

TEST START TIM E:

20 9:27 MIN HRS TRAN SDUCER SENSOR ***.****** **

......... ....... ~ * ;- ..

WELL BOnOM LEGEND: DTW - DEPTH TO WATER OTB

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

GZA I WELL 10 : U3-C1

Trom: : IN STAL _ATlON LUu GZA GEOENVIRONMENTAL OF NEW YORK C lient WELL 10 U3-3 440 NINTH AVENUE , 181h FLOOR Enlergy SH E ET 1 of 1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO. 01 .0017869.91 SC IENTISTS AND ENGINEERS PROJECT LOCATtO N 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 4 318 CASING DIAMETER (INCH) 6 STATIC GROUNDWATER TABLE ELEVATION (FT) 5.50 GZA ENGINEER M. Brilos A.Altieri EL EVATION OF MEASURING POINT* DEPTH TO WATER = REFERENCe ELEVATION (WATER TABLE elEVATION)

DEPTH TO WATER + ACTUAl DEPTH:: CABLE L ENGTH (if transducer is functioning properly)

DEPTH TO BOTTOM; 14.15 FT CABLE CO NNECTOR* **** **** ...............

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 CABL E LENGTH: -- FT SURFACE 0.;-

TIME OF MEASUREMENT: 13:00 HR S MEASUREMENT TAKEN FROM: TOC WATER ................. 1'\7 ~

DEPTH TO WATER: 9. 10 FT TABLE t,

ACTUAL DEPTH: + 6.291 FT THEORETICAL CABLE LENGTH :

-- 15.391 FT HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRAN SDUCER SET TO TAKE " SURFACE" READINGS ?

IZI b.1 check check CABLE ........ ............. ........ ~

Q

..01 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:

TEST START TIME :

20 13:00 MIN HRS T RANSDUCER SENSOR .. .........

........... . . .. 0 ..

WELL LEGEND: DTW - DEPTH TO WATER BOTTOM 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 I WELL 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 Ind ian Point Energy Center FILE NO. 01 .0017869.91 SCIENTISTS AND ENG INEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 27.25 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 14.84 9 DATE 2/ 10/09 PSI CAPACITY 30 CASING ELEVATION (FT) 14.5 t 9 SERIAL NUMBER 1430 1 CASING DIAMETER (INCH) 4 STATIC GROU NDWATER TABLE ELEVATION (FT) 3.66 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT

DEPTH TO WATER: REFEREN CE ELEVATION (WATER TABLE ELEVATION )

DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (i' tr ansducer is fu nct ioning properly)

CABLE DEPTH TO BOTTOM: 27 .25 FT CONNECTOR GROUND ELEVATION: 14.849 FT M.S.l.

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

DISTANCE FROM CASING TO GROUND (+ OR . ):

14.519 below

-0.330 FT M.S.L.

FT GROU ND .....

.~ .. .. . , ,

MEASURED CABLE L ENGTH : -- FT SURFACE 3Ii=

'T' TIME OF MEASUREMENT:

MEASUREMENT TAKEN FROM :

9:48 TOC HRS WATER ..... ............ 1'\7 .-

TABLE ~

DEPTH TO WATER : 10.86 FT ACTUAL DEPTH; + 49.678 FT THEORETICAl C ABLE LENGTH:

-- 60.538 FT HAVE CLOCKS BEEN SYNCHRONIZED ?

IS T RANSDUC ER SET TO TAKE "SURFACE" READINGS ?

IZI l.!1 chec k check CABLE ................ .. ... ........ ~

Q

, .l.I 0 ..."'-

<P,,

1 ELEVATION OF MEASURING POINT: 14.519 FT M.S.L. ,

DEPTH TO WATER :

-- 10.86 FT REFERENCE ELEVATION :

- 3.659 FTM .S .L TEST NAME : U3-4D PRESSU~~ ..... ................ ...~

LOGGING INTERVAL :

TEST START TIME :

20 9:48 MIN HRS TRAN SDUCER SENSOR .... '

WE LL BOTTOM

.............. l' LEGEND: DTW - DEPTH TO WATER oTB - DEPTH TO BOTTOM OF W ELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL

CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTE S:

GZA (WELL 10 : U>40

INS TALLAT IO N LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 OUT-1 440 NINTH AVEN UE, 181h FLOOR Entergy SHEET 10fl NEW YORK , NEW YORK 1000 1 Ind ian Point Energy Center FILE NO. 01.0017869.91 SCIENTISTS AND ENGI NEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BO RIN G DEPTH (FT) -- DAT UM NGVD29 MAKE MiniTrotl GROU ND ELEVATION (FT) 8 .20 DATE 1/2 1/09 PSI CAPACITY 30 vented CASING ELEVATION (FT) 11 .89 SER IAL NUMBER 14114 CASING DIAMETER ( INCH) 2 STATIC GROUNDW ATER TABLE ELEVATION (FT) 4 .43 GZA ENGINEER M. Brilos A. Altieri ELEV ATION OF MEASURING POINT - DEPTH TO WATER =REFERE NCE ELEVATION (WATER TABLE ELE VATION )

DEPTH TO WATER'" ACT UAL DEPTH = CABLE LENGTH (if tra nsducer is functioning pr o perly)

CABLE DEPTH TO BOTTOM: -- FT CONNECTOR .. ....... .............

G ROUND EL.EVATION : 8.20 FT M.S .l.

CASING ELEVATION :

CAS ING ABOVE (+) OR BELOW H GROUND:

11 .89 above FT M.S.l.

DISTAN CE FROM CASING TO GROUND (+ OR -):

MEASURED CABLE LENGTH:

3.69 FT FT GROUND:/

SURFACE Q

TIME OF MEASUREMENT:

MEASUREMENT TAK EN FROM :

9:52 TOC HRS WATER ......... .- ..... 1'\7 .. ,

TABLE

~

DEPTH TO WATER : 11 .89 FT

-+

ACTUAL DEPTH: 7.460 FT THEORETICAL CABLE LENGTH : 19.351 FT

..lJ 0 0 <io HAVE CLOCKS BEEN SYNCHRONIZED?

IS TRAN SDUCER SET TO TAKE "S URFACE" READINGS ?

6.1 check check CABLE ...................... . . ..... Q ELE VATION OF MEASURING POINT: 11.891 FT M.S.l. ,,

DEPTH TO WATER : -- 7.460 FT REFEREN CE ELEVATION :

- 4 .43 1 FT M.S.l.

TEST NAME :

LOGGING INTERVA L:

OUT-1 20 MIN PR E SS U ~ ~

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 TRAN SDUCER UNDER W ATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE! TOP OF CASING NOTES:

GZA I WELLID : OUT-1

ML12089A615

Text

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