ML12338A656
| ML12338A656 | |
| Person / Time | |
|---|---|
| Site: | Indian Point  |
| Issue date: | 03/29/2012 |
| From: | Entergy Nuclear Operations |
| To: | Atomic Safety and Licensing Board Panel |
| SECY RAS | |
| References | |
| RAS 22133, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01 | |
| Download: ML12338A656 (33) | |
Text
United States Nuclear Regulatory Commission Official Hearing Exhibit Entergy Nuclear Operations, Inc.
In the Matter of: ENT00335C (Indian Point Nuclear Generating Units 2 and 3) Submitted: March 29, 2012 ASLBP #: 07-858-03-LR-BD01 Docket #: 05000247 l 05000286 Exhibit #: ENT00335C-00-BD01 Identified: 10/15/2012 Admitted: 10/15/2012 Withdrawn:
Rejected: Stricken:
Other:
rb s cu Grass s dr Gravel a lt ive Gr ha p ng Gravel parking ki As pa r Asphalt parking 1
k rb l lt cu MW-112 a Grave lt par Fuel Oil Fuel Oil Aspha lt ph lt Asphalt curb a As ha @ Storage Tank Storage Tank h p ?
1st QUARTER 2009 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL ACTIVITY MAP rb Asp As Grass alt Gr Storag e
Concrete cu ing as 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 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 NAAsphaND lt positive curb 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 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 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 10 ,
MW-31-85 g 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 0 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 rking 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-32-131 ND NA Gravel pa 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-32-149 NA NA NA NA NA NA NA positive NA MW-55-54 ND NA ND NA ND NA ND positive ND 130 Gravel parkin MW-107 MW-101 1,015' 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 Cs Co Ni MW-32-173 NA NA NA NA NA NA NA positive NA MW-56-53 NA NA NA NA NA NA NA positive 140 NA 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 NDEarthNA 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 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 ParkingNA 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
? MW-105 640' 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 140 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 ing 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 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 MW-37-57 NA NA ND NA ND NA ND positive ND MW-60-72 ND NA ND NA Asphalt park 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 Gravel 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 arking 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 Gravel No Access ing 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 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 Asphalt p 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 Storage units 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-40-81 NA NA ND NA ND NA ND positive ND MW-62-138 NA NA ND NA Asphalt park 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 MW-110 LEGEND 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 Asphalt Cs Co Ni 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-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 Boring / Monitoring Installation Designation MW-41-40 NA NA NA NA ND NA NA e 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 MW-30 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 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 rb 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-42-49 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 Longterm Radionuclide / Monitoring Installation MW-42-78 NA NA ND NA ND NA ND Asphalt driv 2.16E+02 ND MW-63-121 ND NA ND NA ND NA cu 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-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 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 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 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 @
? Standby Radionuclide / Monitoring Installation 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 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 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 bs C ND rb Wooden MW-45-61 ND NA ND Stone NA curbs ND NA ND positive ND MW-67-105 NA NA ND NA ND NA ND positive ND MW-45-61 ND NA ND NA ND NA oND 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 120 MW-46 ND NA ND NA ND NA ND positive ND MW-67-173 NA NA ND NA ND NA ND positive ND MW-46 ND NA Sh NDru NA ND NA n
NDc positive ND MW-67-173 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 Active Storm Drain MW-49-26 ND NA ND NA ND NA ND positive ND MW-67-219 NA NA ND NA Concrete cu ND NA ND positive ND MW-49-26 ND NA ND NA ND NA re ND t positive ND MW-67-219 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 120 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 e 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 110 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 cpositive 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 ur 10 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-50-42 NA NA ND NA ND NA ND positive b ND MW-67-340 NA NA ND NA ND NA ND 0 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 Abandoned Storm Drain s
MW-50-66 ND NA ND ND ND ND ND positive ND MW-107 ND ND NA NA NA NA NA 10 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 0 MW-50-66 ND NA ND ND ND ND ND positive ND MW-107 NA NA NA NA NA NA NA positive NA 100 120 Sh 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 NA rub ND NA ND NA ND positive ND MW-111 NA NA NA NA NA ND 90 NA positive ND MW-51-40 NA NA ND NA ND NA ND positive 0 ND MW-111 NA NA NA NA NA NA NA positive NA 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 11ND 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 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 90 110 Catch Basin 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 80 NA ND NA ND positive ND MW-51-135 NA NA ND 110NA 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 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 0 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 m
rbs MW-52-11 ND NA NA NA NA NA NA positive ND U1-NCD NA NA NA NA ra 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 90 11 Footing Drain 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/
C on 2.00E+01 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 n s MW-52-181 ND NA NA NA NA NA NA positive ND B-6 ND NA NA Ha NA NA NA NA
- coND un 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 Concrete cu n it MW-53-82 NA NA ND NA ND NA ND positive ND MH-5 NA NA NA NA NA NA NA
- paNAcret MW-53-82Sh 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 rub 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 Sh 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 Probable Legacy Release Locations 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 bs 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 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. Unit 2 Fuel Pool Transformer
- 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.
Concrete 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 (All identified Parking leaks lot repaired as of December 2007)
Grass curb UNIT Unit 1 West Fuel Pool Asphalt (All U1-SFPs drained and inactive as of October 2008)
As p ha lt Covered Concrete E16A Terminated Connection To Storm Drain Shrubs E16 CB-7 70 Grass Drain Exfiltration As Inter-Structure Joint / Mud Mat 80 CB-27 ph al Asphalt t
Grass Containment Spray Sump Trench CB-5B Asphalt drive CB-5 Depth-Specific Data Transformer CB-5A Substation "H" Cs Co Ni Asphalt (CB-6) E15A Asphalt Average activity of Cs 137 (pCi/L) for each screened interval.
28.74 ND ND Average activity of Co 60 (pCi/L) for each screened interval.
Grass CB-6 AB MW-65 CB-24 E15 Average activity of Ni 63 (pCi/L) for each screened interval.
Concrete curb ND CB-28 28.62 ND Cs Co Ni @ Tank Asphalt
?
Trans Storage CB-3B 37 Tank 48.19 28.32 ND E14 11.3 4 20 ND ND Tank Multiple MW-51 ND Asphalt parking Cs Co Ni 11.9 294 Screened 33' Tank 42.5' 33.71 42.5' 33' 27.74 ND 194 49 ND (U1-CB-8)
A5 ND
? Intervals E1 49.32 ND ND 836 STORAGE ND TUNNEL POOL 26.78 ND 12.6 250 207 w/ Depth Screened in Soil ND Trailer Tank ND 42.75 ND ND CASK WASH & DISASSEMBLY ISOLATION PIT 20 CASK LOAD POOL ND A3A 6000 25.63 A6
" ND ND 12.8 508 526 Screened in Bedrock 80 A4 DISASSEMBLY WEST STORAGE ND POOL 37.99 POOL MH16 FUEL ND ND FUEL 13 TRANSFER POOL POOL Asphalt "
CB3A FAILED FUEL AUX. POOL
@ MW-39
?
CB4 39.75 ND Groundwater elevation for each screened interval at time of low river tide on 01/09/2009.
Containers ND ND Tank A3 e
iv 2 Dr U1-SFDS ND 33' 35.74 ND ND Cs Co Ni Cs Co Ni Tank Pit MW-41 MW-43 Cesium Data1 Cobalt Data 1 Nickel Data 1 CB3 Cs Co Ni Water ND Cs Co Ni E2B E2C ND 46.83 ND 6.39 ND
? Tank 30.81 ND ND ND MW-42 @
?
F5 lt Cs Co Ni Storage U3-CB Tank Concrete curb UTILITY ha Asphalt A Storage @
? (U1-CB-9) 33.43 ND ND Average Cs, pCi/L Average Co, pCi/L Average Ni, pCi/L sp Tank 26800 Tank Cs Co Ni 12.60 MH22 A/C Units ND ND 34.78 16.9 489 F6 33' No Depth-Specific No Depth-Specific No Depth-Specific Drive 33.62 ND ND 34.13 F7 A2A ND ND 46.44 ND ND 11.86 ND ND Samples Samples Samples ND 36.03 ND ND CB-29 Unit 2 MH10 CB-2C ND 90 30.38 ND ND Condensate 44.12 ND UNIT 1 Transformers U3-MH-14 Storage Tank 10.00 on raised ND Not Detected (ND) ND Not Detected (ND) ND Not Detected (ND)
ND ND Concrete Cs Co Ni Pad 42.10 Asphalt p ND ND As Asphalt 26.51 MW-45 ha 9.68 ND ND 2 lt Storage U1-NCD CsA1Co Ni @
? 4.2 ND - 10 4 ND - 25 4 ND - 12 MH-20 Cs Co Ni p MH21 @ MH9 CB-2B As MW-31 ?
26.37 A2 MH11 7.24 32.02 ha ND ND ND 33 ND ND lt 28400 641 '
E2 MW-47 MW-44 F3 E2A 37 10 - 50 83 25 - 100 20 12 - 25 I-2 22.75' CB-30 Cs Co Ni U3-CB 29.99
@ MW-32
? @
? (U1-CB-10)
? ND ND Liquid FUEL POOL 33 F2 F4 CB Cs Co Ni '
? Nitrogen MW-56 34.96 ND ND Tank PAB CB-2A Cs Co Ni A7 MW-30 70 MW-53 @
? CB-B 294 50 - 500 194 100 - 200 49 25 - 50 Cs Co Ni RW-1 80 90 Cs Co Ni Cs Co Ni 28.09
?
@?@ @
? 27.33 ND ND ND ND AY Courtyard ALLEYW CB-E 12.33 CB-31 Asphalt ND ND 29.10 11.11 ND Transformers ND ND Transformers 836 500 - 1,000 250 200 - 300 54 50 - 100 on raised Condensate 80 Concrete slab F1 Asphalt parking MH18 Concrete Pad 25.13 ND ND Tank 8.97 U1-CB-21 13.13 U1-CB-22 70 ND 10.55 ND ND 22.7 CB-2 Asphalt Cs Co Ni 2 4460 1,000 - 5,000 350 300 - 500 207 100 - 250 CB-32 B-1 60 21.75' Cs Co Ni CSS TRENCH 20.46 ND ND ND MH17 CB-1 ROOF DRAIN ELEVATION 65' 70 MW-46 MH8 MW-34 Transformer area and switch gear 20 Cs Co Ni MW-35 U1-CB-20 > 5,000 508 > 500 250 - 500 MW-33 43.8' U1-CSS 43.8' 43.8' ROOF DRAIN 6000 300 Cs Co Ni Trans Cs Co Ni Storage Tanks 13' @
? ND Stone retaining wall
@ ? Cs Co Ni Gravel B1 14.29 ND
@ ?
? @
? 43.8' UNIT 3 UNIT 2 11.23 ND ND ND 11.36 ND CSS 11.25 (EL.=0.0)
Cs Co Ni E3B MW-40 526 > 500 50 B2A E3A MH-23 B2 MW-111 Open E3 Cs Co Ni 5.75 grate Cs MH7 Co Ni ND ND ND CB-12 @
?
? TUNNEL Trans ND Mach. 59.53 ND ND 10.87 ND ND 5.49 stand 40 ND ND ND Groundwater Elevation Contours Gravel ND MH-5 MH-19 59.14 ND ND Cs Co Ni 2.99 ND ND D1 Transformer yard ND 30 Gravel CB-16 Ambient "Watertable" Contours 30 MW-57 ND 20 ND B4A B3 55.67 ND ND MW-55 Cs Co Ni 01/09/2009 (10' Interval) 5.89 ND ND ND MH-5 MH23A Trans @
Cs Co Ni ph MH-6
? ND B3A 11.11 ND ND Vent pit As @
? ND 53.59 ND ND CB-F 50 5 Contours Other Than 10' Interval alt 8.35 ND ND ND 2.19 ND ND ND MW-54 Transformer Yard "
B5 10.63 ND ND ND MW-108 B4 ND Cs Co Ni 53.29 ND ND ive MW-36 CB-13Cs Co Ni E4 dr Cs Co Ni U2-C1 7.63 ND ND ND 2.00 ND ND ND
? Note:
MH-4 MH-4A 8.19 ND ND ND @
? 10.71 UTILITY @
? 9.65 ND Contours developed from limited data available on 01/09/2009. Actual elevations may vary from conditions ND ND Trans. E4A 49.76 ND ND
@ ND 40 ND shown and the actual distribution of piezometric heads is likely more complex than indicated.
? Turbine Generator Building 1 ND ND ND B6A Cs Co Ni Concrete Retaining Wall 5.78 2
MW-52 MW-37 7.56 B-6 Cs Co Ni @
? ND ND Cs Co Ni 6.05 Asphalt Data Notes:
ND
? 8.12 ND ND 4.45 ND ND Cs Co Ni ND 1. Average Cesium, Cobalt, and Nickel activity values are yearly rolling arithmetic averages of the 6.68 ND ND MW-109 current and preceeding three quarters' data. Only values greater than the MDC are used 5.20 CB-17 ND Cs Co Ni Turbine Generator Building 3 5.66 ND ND B6 Cs Co Ni 30 Turbine Generator Building 2 4.55 ND ND @
MW-58?
? U3-T2 " in this average, thus adding a degree of conservatism to the subsequent dose computations.
@9.47 U3-T1 CB-14
? Cs Co Ni 2. Storm or foundation drain sampling locations, for which investigation levels are not applicable.
9.13 4.24 ND ND 1.95 B7 Cs Co Ni ND ND Asphalt ND 5.46 ND ND MW-64 4.05 ND ND
?
3.83 ND ND E5
@ D2 U3-3 ?
-2.07 ND ND @
MW-50 ? @
? U3-2 20 General Notes:
6.50 ND ND " 1. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and
-2.38 Cs Co Ni E5A Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".
ND ND Trans.
?
Cs Co Ni MH3 Overhead Cs Co Ni C-1 MW-59 U3-C1 Crane
-0.25 ND ND ND Cs Co Ni 60 Cs Co Ni @ 4.01 E11
?
MW-49 0.64 Cs Co Ni ND 0.31
?
-0.06 ND ND Asphalt @ U3-4S
?
50 @
? @
U3-1 ?
Cs Co Ni U3-4D?
Cs Co Ni -0.07 ND B8 ND ND Transformers Cs Co Ni 50 0.44 ND -0.08 ND ND ND Yard 1.99 ND (Gravel) CB-34 10 ND MH-2 3.41
" 40 ND ND ND
-0.68 ND E12 ND MW-67 Concrete DISCHARGE 40 30 -5.66 Bridge
" -2.70 ND CB-19 Asphalt parking 30 ND ND MH13 CB-18 MH15 CANAL ND C 13.4 C-3
" 20 -1.62 ND
? Tank o B nc 5 ND ri r ND
" 10 -1.43 ND MW-63 ? d et ge e E6 E9 E10 MW-60 ND MW-66 MW-62 Cs Co Ni
" -1.87 ND ND Cs Co Ni Cs Co Ni E8 ND CB-33 5 ND
-1.72 ND @
? @ -0.64 ND ND ND
" ND
@?
? ND -0.82
? Overhead walkway
-1.03 ND MW-61 -0.33 CB-23 8.99 ND ND ND ND CB-15 MW-48 C2 Cs Co Ni ND MH1
-2.99 ND -0.74 ND ND ND ND ND ND -1.13 E7 ND -0.86 ND ND ND ND @
MH12 -2.86 ND -0.91
?
MH14 ND ND
-3.41 ND ND -2.08 ND ND ND -2.03 ND ND 50 25 0 50 100 150
-2.43 ND ND MW-38 -0.50 E13
-1.68 ND Feet ND ND Cs Co Ni
-2.15 ND ND HR-1 @
?
Cs Co Ni
? Rip-rap
-3.14 ND ND ND
-1.68 ND ND -3.28
-1.49 GZA GeoEnvironmental, Inc.
ND ND ND One Edgewater Drive
-1.33 ND ND Norwood, MA 02062
-2.46 ND ND ND OUTFALL OUT-1 Phone: (781) 278-3700 Fax: (781) 278-5701
-2.66 ND ND Cs Co Ni No Access this Area
-1.97 ND ND ND OUT-1 Concrete pier
?
INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK 1
Plant North N 1st QUARTER 2009 ROLLING AVERAGE CESIUM, COBALT, AND NICKEL N HUDSON RIVER ACTIVITY MAP Proj. Mgr.: MJB Dwg. Date: Figure No.:
Designed By: MJB 10-21-2009 Reviewed By: MJB Job No.:
Operator: GAS 41.0017869.91 8 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 """ lALLA 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 1122109 P SI CAPACITY 30 CASING ELEVATION (FT) 18.50 SERIAL NUMBER 16593 CASIN G 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 TAB LE EL EVATION)
DEPTH TO WATER + ACTUAL DEPTH :::: CABLE LENGTH (if tra nsducer is functioning property)
OEPTH TO BOTTOM : -- FT CABLE CO NNECTOR GROUND ELEVATION: 18.50 FT M.S.L.
CASING ELEVATIO N :
CASING ABOVE (+) OR BELOW H GROUND:
18.50 above FT M.$.L.
,. t + t DISTANCE FROM CASING TO GROUND (+ OR -): 0.00 FT GROUND .....'
MEASURED CABLE LENGTH -- FT SURFACE
................ . "\7 .,
~
DEPTH TO WATER: 16.21 FT ACTUAL DEPTH : + ? FT THEORETICAL CABLE LENGTH : - #VALUE! FT HAVE CLOCKS BEEN SYNCHRONIZED?
0 check 0 all IS TRANSDUCER SET TO TAKE "S URFACE ~ READINGS ?
1.!1 ,heck CABLE .. ................. ......... ~
ell t+-
¢>
4: ,,
ELEVATION OF MEASURING POIN T: 18.50 FT M.S.L DEPTH TO WATER:
-- 16.21 FT REFERENCE ELEVATION: - 2.29 FT M .S.L.
TEST NAME: HR-l#2 PRESSUI1J;....... ........... .. ..... ~
LOGGING INTERVAL :
TEST START TIM E:
20 8 :59 MIN HRS TRANSDUCER 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 GROUN D SURFACE! TOP OF CASING NOTES:
GZA IWELL 10 HR-1
- IN:) I AL _A "UN LUIj GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-22 440 NINTH AVENUE , 181h FLOOR Enlergy SHEET lofl 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 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 ENGINEER 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)
CABLE DEPTH TO BonOM : 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 II ... + t DISTANCE FROM CASING TO GROUND (+ OR .): -0.17 FT GROUND..""
MEASURED CABLE LENGTH : -- FT SURFACE
~ ,
~
TIME OF MEASUREMENT: 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 HAVE CLOCKS BEEN SYNCHRONIZED?
IS TRANSDUCER SET TO TAKE "SUR FACE ~ READINGS?
IZI blI oheck ohe<k CABLE ......... .. ..... ....... .... ~
.J.J Q ...
¢>
ELEVATION OF MEASURING POINT: 14.852 OFT M.S.L DEPTH TO WATER : -- 9.75 FT REFERENCE ELEVATION :
- 5.102 ' FT M.S.L.
TEST NAME: MW37-22 PRESSU~f. ... ........... ......... ~
LOGGING INT ERVAL: 20 MIN TRANSDUCeR TEST START TIME : 12:24 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 SURFACEJ TOP OF CASING NOTES:
GZA I WELL 10 : MW*37*22
T IN" lALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-37-32 440 NINTH AVENUE, 181h FLOOR Entergy SHEET 10fl NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO, 01 .0017869.91 SC IENTISTS AND ENGINEERS PROJECT LOCATION Indian Pomt 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 .791 SERIAL NUMBER CASIN G 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 L ENGTH (if transducer is functioning properly)
DEPTH TO BOTTOM : 32.00 FT CABLE CONNECTOR GROUND ELEVATION: 15 .021 FT M.S .l.
CAS ING ELEVAT ION: 14.791 FTM.S .l.
CASING ABOVE (+1 OR BELOW H GROUND:
DIST AN CE FROM CAS ING TO GROUND (+ OR . ):
below
-0.230 FT GROUND...""
!I
- t +
MEASURED CABLE LENGTH : -- FT SURFACE
~ ,,
TIME OF MEASUREMENT: 12:29 HRS ,
MEASUREMENT TAKEN FROM : TOC WATER TABLE
.......... ...... '\7 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 check 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 LEGEND: DTW
- DEPTH TO WATER BOnOM '" '" .... ....
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 I WELL 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 Y ORK 1000 1 Indian Point Energy Center FILE NO. 01 .0017869.9' SC IENTISTS AND ENGIN EERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 57.00 DATUM NGVD 29 MAKE MiniTroll GROUND ELEVATION (FT) 1502 1 DATE 1121109 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 ... AC TUAL DEPTH = CABLE LENGTH (if transducer is functioning properly)
CABLE DEPTH TO BOTTOM: 40.00 FT CON NECTOR******** ...............*
GROUND ELEVATION: 15.021 FT M.S .l.
CASING ELE VAT ION: 14.852 FT M.S.l.
CASING ABOVE (f>> OR BELOW (-) GROUND:
DISTANCE FROM CASING TO GROUND (f> OR -):
below
-0. t 69 FT GROUND:":
.11 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? 0 check. , Q lIZ>
.. ................... ........ , t!-
IS TRANSDUCER SET TO TAKE "SURFACE READINGS ?
ILl "'. ~
Q ft CABLE Q ELEVATION OF MEASU RIN G 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 PRESSU~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 GEOENVIRON MENTAl OF NEW YORK CHent WEll 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 MiniTroll GROUND ElEVATION (FT) 18.604 DATE 21 11109 PSI CAPACITY 30 CASIN G ELEVATION (FT) 18.444 SERIAL NUMBER 195 CASING DIAMETER (INCH ) 4 STATIC GROUNDWATER TABLE ELEVATION (FT) 9.82 GZA ENGINEER M. Brilos oil on surface is interfering with read ing ELEVATION OF MEASURING POINT
- DEPTH TO WATER :: REFERENCE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER + AC TUAL DEPTH :: CABLE LENGTH (if transducer is fu nctioning properly)
DEPTH TO BOTTOM : 29.80 FT CABLE CONNECTOR GROUND ELEVATION : 18.604 FT M.S.L.
CASING ELEVATION: 18.444 FTM ,S.L.
CASING ABOVE 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 WATER : 8.96 FT ACTUAL DEPTH: + 17.117 FT THEORETICAL CABLE LENGTH : - 26.077 FT HAVE CLOCKS BEEN SYNCHRONIZED?
IZI check
...i.I Q :
IS TRANSDUCER SeT TO TAKE ~SURFACE" READINGS?
6t1 check 0 f
CABLE ELEVATION OF MEASURING POINT: 18.444 FT M.S.L.
DEPTH TO WATER:
REFERENCE ELEVATION:
-- 8.96 FT 9.484 FTM.S.L.
TEST NAME: MW-35 PRESSU~~ ...... ......... ......... ~
LOGGING INTERVAL :
TEST START TIME:
20 12:03 MIN HRS TRANSDUCER SENSOR ... **** ..
~
- t-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 GROUN D SURFACEI TOP OF CASING NOTES:
GZA IWELlID ' MW-35
I . IN" lALLA IIUN LUIi GZA GEOENVIRONMENTAL OF NEW YORK Client WEll 10 MW-36-52 440 NINTH AVENUE . 18th FLOOR Entergy SHEET 10rl NEW YORK. NEW YORK 10001 Indian Point Energy Center FILE NO 010017669.91 SCIENTIS TS AND ENG INEERS PROJECT LOCATION Indian Point MAN UFACTURER In-Situ FINAL BORING DEPTH (FT) 54 .00 DATUM NGVD29 MAKE MiniTrofi GROU ND ELEVATION (FT) 11 .799 DATE 1122109 PSI CAPACITY 30 CASING ELEVATION (FT) 11 .670 SERIAL NUMBER CASING D IAMETER (INCH ) 1 STATIC GROUNDWATER TABLE ELEVATION (F T) 6 .65 GZA ENGINEER M. Brites A. Altieri ELEVATION OF MEASURING PO INT - DEPTH TO WATER =REFERENCE ELEVAT ION (WATER TABLE ELEVATION)
DEPTH TO WATER + ACTUAL DEPTH =CABLE LENGTH (if transducer is functionIng properly)
CABLE DEPTH TO BOTTOM:
GROUND EleVATION :
52.00 11 .799 FT FT M.S.L CONNECTOR**********************
CASING ELEVATION : 11 .670 FT M.S.L.
CASING ABOVE (+) OR BELOW H GROUND: below
.~ t ... ...
DISTANCE FROM CASING TO GROUND (+ OR .J: -0.129 FT GROU ND.""
MEASURED CABLE LENG TH: FT SUR FACE TIME OF MEASUREMENT: 10:36 HRS
-r- ,
MEASUREMENT TAKEN FROM : casing WATER ................ . IV' ~ ,,
T AB LE
~
DEPTH TO WAT ER : 5.02 FT ACTUAL DEPTH: + 4 6.515 FT THEORETICAL CABLE LENGTH :
-- 51 .535 FT
.lI
, 0, a..
HAVE C LOCKS BEEN SYNCHRONIZED?
IS TRANSDUCER SET TO TAKE " SURFACE" READINGS ?
0 6.1
"'eck check CABLE ...................... ........ ~
Q
~ ,
ELEVATION OF MEASURING POINT: 11 .670 FT M .S.L ,,
DEPTH TO WATER :
REFERENCE ELEVATION :
-- 5.02 6.650 FT FT M .S.L TES T NAME : MW-36-52 PR ES SU ~Ji: .... ... ......... ........ ~
LOGGING INTE RVAl: 20 MIN TRAN SDUC ER :
TEST START T IME: 10:38 HRS .....
SENSOR *.. .
W ELL BOTTOM LEGEND : OTW
- DEPTH TO WATER OTB
- DEPTH TO BOTTOM OF WEl l AD
- ACTUAL DEP TH OF TRANSDUCE R UNDER WATER CL
- CABLE LENGTH FROM SENSOR TO GROUN D SURFACE! TOP OF CASING NOTES:
II : ' r AL LA 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 Point Energy Cenler FilE NO 01 .001786991 SCI ENTI STS 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 transd ocer is functioning properly)
DEPTH TO BOTTOM: 78.00 FT CABLE CONNECTOR************ *** .... . r GROUND ELEVATION: 69.71 FT M.S.L C ASI NG ELEVATION:
CASING ABOVE (.) OR BELOW (-J GROUND:
DISTANCE FROM CASING TO GROUND (. OR -J:
69.52 below
-0. 19 FTM.S.L.
FT GROUND.""
,tI ..,, t ..
MEASURED CABLE LENGTH: -- FT SURFACE iI!=
TIME OF MEASUREMENT: 12:40 HRS cr, MEASUREMENT TAKEN FROM : TOC WATER ... ............. '\7 ~
DEPTH TO WATER : 33 .97 FT TABLE r
AC TUAL DEPTH : + 43.46 1 FT THEORETICAL CABLE LENGTH:
-- 77 .431 FT
...lJ HAVE CLOCK S BEEN SYNCHRONIZED? check ,, 0 ....
IS TRANSDUC ER SET TO TAKE RSURFACE" READINGS?
12I ...................... .... . Q check CABLE
<, <?
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 : MW 42-78 PR E SSU~~. .... ...... * ..... .. ...... ,
LOGGING INTERVAL:
TES T START TIME:
20 12:40 MIN HRS TRANSDUCER SENSOR . ...... .... ..
..... ....... ~
0 WELL BOTTOM LEGENO: OTW
- OEPTH TO WATER OTB - DEPTH TO BOTTOM OF WELL A D
- 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 A LLA I J( IN L UI>
GZA GEOENVIRONMENTAL O F NEW YORK Client WELL 10 MW-4)'28 440 NINTH AVENUE, 181h FLOO R Entergy SHEET 10fl NEW YORK, NEW YORK 10001 Indian Point Energy Center Fil E NO 010017869.91 SCIENTI STS AND ENGI NEERS 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 ELEVATION (FT) 48 .021 SERIAL NUMBER 1133 1 CASING DIAMETER ( INCH) 2 STATIC GROUNDWATER TABLE elEVATION (FT) 32 .22 GZA ENGINEER M. Britos ELEVAT ION OF MEASURING POINT* DEPTH TO WAT ER = REFERENCE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER" ACTUAL DEPTH =CABLE LENGTH (il tra nsd ucer is f unctio ning p roperly)
DEPTH TO BOTTOM: 28 .00 FT CABLE CONNECTOR " .......... ......
GROUND ELEVATION: 48 .760 FT M.S .L CASING ELEVATION : 48 .021 FT M.S .L CASING ABOVE (+) OR BELOW (-) GROUND:
DISTANCE FROM CAS ING 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 TABLE r ,,
ACTUAL DEPTH: + 11 .11 9 FT ,
THEORETICAL CABLE LENGTH; -- 26.9 19 FT 9
~ '*,"
HAVE CLOCKS BEEN SYNCHRONIZED? check 0;-
IS TRAN SDUCER SET TO TAKE HS U RFACE ~ READINGS ? check CABLE ....... ...... ..... ........ ~
6 .;:.,
~
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 PR ESSU ~~. .... ..... .* ..... ... ,,
.0*
...~
LOGGING INTERVAL: 20 MIN TRANSDUCER TEST START T IME : 9:32 HRS SENSOR .' ....... ..... .....
WELL BOTTOM
.............. ~
LEGEND: OTW
- DEPTH TO WATER OTB
- DEPTH TO BOTTOM OF WELL AD
- ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL
Ul'tK L.LAIII IN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WELLJO MW-43-62 440 NI NTH AVENUE , 181h FLOOR Entergy SHEET 10fl NEW YORK, NEW YORK 1000 1 Indian Point Energy Center FILE NO , 01 .0017869.91 SC IENTISTS AND ENGINEE RS PROJECT LOCAT ION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 63.00 DAT UM NGVD 29 MAK E MiniTroll GROUND ELEVATION (FT) 48.761 DATE 2112/09 PSI CAPACITY 30 CASIN G ELEVATION (FT) 47 .821 SERIAL NU MBER 16236 CASING DIAMETER (INCH ) 2 STATIC G ROUNDWATER 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 B OTTOM: 63 .00 FT CONNECTOR GROUND ELEVATION: 48.761 FTM .S.L.
CASING ELEVATION : 47 .821 FT M ,$ ,L.
CASING ABOVE (+) OR BELOW (-) GROUND; below .~ ... t ...
DISTANCE FROM CASING TO GROUND (+ OR -I: -0.940 FT GROUND,,""
MEASURED CABLE LENGTH: -- FT SURFACE
<?
TIME OF MEASUREMENT:
MEASUREMENT TAKEN FROM :
........ .... 1'\7 ~
t DEPTH TO WATER : 17.32 FT ACTUAL DEPTH: + 36.126 FT THEORETICAL CABLE LENGTH : - 53.446 FT HAVE CLOCKS BEEN SYNCHRONIZED?
IS TRANSDUCER SET TO TAKE "SURFACE" READINGS?
~
check check CABLE .... ................... ..... ~
Q
...;.I 0
.¢o 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 PRESSU~~__ ... _. ........... ... ...~
LOGGING INTER VAL:
TEST 51 ART TIME :
20 9:22 MIN HRS TRANSOUCER SENSOR ...............
........ ..... 0 ... ..
- DEPTH TO WATER BOTTOM .. .. .....
OTB - DEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SEN SOR TO GROUND SURFACEI TOP OF CASING NOTES:
GZA IWELL 10 : MW-4J..62
I IU(;~K IN:; lALLA IIUN LUu GZA GEOENVIRONMENTAL OF NEW YORK Client WElLID 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 Indian Point MANUFACTURER In*Situ FiNAL BORING DEPTH (FT) 105.00 DATUM NGVD29 MAKE MiniTroll GROUND ELEVATION (FT) 93.52 DATE 212/09 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 transduc er is funct ioning properly)
CABLE DEPT H TO BOTTOM; 67 .00 FT CONNECTOR" .. ....................
GROUND ELEVATION; 93.52 FTM .S .L 93.02 CASING ELEVAT ION : FTM .S.l.
CASING ABOVe (+) OR BELOW (-) GROUND:
OIST ANCE FROM CASING TO GROUNO (+ OR . ):
below 0.50 FT GROUND:""
.tI *,, *
- MEASURED CABLE LENGTH : FT SURFACE cp 9:36 TIME OF MEASUREMENT: HRS ME ASUREM ENT TAKEN FROM; TOC WATER ................. ,'\7 TABLE OEPTH TO WATER: 59.74 FT ,
AC TUAL DEPTH : + 4.414 FT ,
T HEORETICAL CABLE LENGTH :
-- 64.154 FT ,,
...i.I 0 0 a.
HAVE CLOCKS BEEN SYNCHRONIZED ?
IS TRANSDUCER SET TO TAKE RSURFACE R READINGS ?
blI
, hed< ....................... . . .. .....
CABLE Cl
~
o?
ELEVATION OF MEASURING POINT; 93.02 FTM.S.l.
DEPTH TO WATER: -- 59.74 FT REFERENCE ELEVATION: 33.28 FT M.S.l.
TEST NAME : MW-44-67 PRESSU~f;. ................. .. ..... ~
LOGGING INTERVAL :
TEST START T IME :
20 9:37 MIN HRS TRANSDUCER SENSOR .......
0 WELL BOnOM LEGEND: DTW - DEPTH TO WATER DTB
- DEPTH TO BOnOM OF WelL AD - ACTUAL DEPTH OF TRANSOUCER UNDER WATER CL
- CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:
IKAN:>UUl,;I:K _A III IN LUI>
GZA GEOENVIRONMENTAL OF NEW YORK Client 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 SCIENTI STS AND ENGINEERS PROJECT LOCATION li1dian 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 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 (illransducer is functioning properly)
CABLE DEPTH TO BOTTOM :
GROUND ELEVATION:
29 .82 18.08 FT FT M.S .l.
CON NECTOR**** ...........
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 TAB LE
-+
ACTUAL DEPTH: 23.53 FT THEORETICAL CABLE L ENGTH : 28.09 FT ,
, ..Lr Q
~
HAVE CLOCKS BEEN SYNCHRONIZED? check Gel IS TRANSDUCER SET TO TAKE "SURFACE" READINGS ? check CABLE ..... . .... ~
Q t+-
¢>
-;c, , ,
ELEVATION OF MEASURING POINT: 16.97 FT M.S.L.
DEPTH TO WATER:
-- 4.56 FT REFERENCE ELEVATION:
- 12.4 1 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 BOnOM '"
DTB
- DEPTH TO BOnOM OF WEll AD
- ACTUAL OEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROU ND SURFACE/ TOP Of CASING NOTES:
GZA WELL 10 : MW-46
)Ul;t:K ~IN_:;I ALLA IIUN LUG 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 (IN CH) 2 STATIC GROUNDWATER TAB LE ELEVATION (FT) 22.61 GZA ENGINEER M. Brilos ELEVATION OF MEASURING POINT* DEPTH TO WATER = REFERENC E ELEVATION (WATER TABLE ELEVATION)
OEPTH TO WATE R + ACTUAl DEPTH =CABLE LE NGTH (If transducer is functioning properly)
DEPTH TO BOTTOM : 56.00 FT CABLE CONNECTOR GROUND elEVATION : 70.32 FTM .S.L.
CASING ELEVATION : 69.81 FT M.S.L CASING ABOVE t+l OR BELOW H GROUND : below l' ... ... +
DISTANCE FROM CASING TO GROUND (+ OR -): -0.5 1 FT ,
- r GROUND..""
MEASUR ED CABLE LENGTH: -- FT SURFACE TIME OF MEASUREMENT: 11 :00 HR S ,,
l-v ~
MEASUREMENT TAKEN FROM: TOC WATER ................. , ,,
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 SYNCHRONIZED?
IS TRAN SDUCER SET TO TAKE "SU RFACE" READINGS ?
~
check check CABLE ..................... ........ ~
Q
-< "T" ELEVATION OF MEASURING POINT: 69.81 FT M.SL DEPTH TO WATER :
REFERENCE ELEVATION :
-- 47.20 22.61 FT FT M .S.L.
TEST NAME; MW4 7-57 PRESSU~!; ....... .......... ... .
LOGGING INTERVAL ; 20 MIN TRANS DUCER TE ST START TIME : 11 :00 HRS SENSOR ..
....... ~ 0 WELL LEGEND: DTW
- DEPTH TO WATER BOTTOM "-
DTB
- DEPTH TO BOTTOM OF WELL AD
- ACTUAL DEPTH OF TRAN SDUCER UNDER WATER CL
GZA IWELL 10 : MW-47*56
It<, ;ER IN" IALLAIIVN LV""
GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-S2-11 440 NINTH AVENUE , 181h FLOOR Entergy SHEET 10fl 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 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 (if 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.
,. t ., .
DISTANCE FROM CASING TO GROUND (+ OR -): -0.49 FT GROUND..""
MEASU RED CABLE LENGTH : - FT SURFACE
~
T IME OF MEASUREMENT; 14:32 HRS MEASU REMENT 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 cD ohed< CABLE 4: c?
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: OTW - DEPTH TO WATER DTB - DEPTH TO BOTTOM OF W ELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUN D SURFACEI TOP OF CASING NOTES:
II :ER IN:;TALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL ID MW-53-82 440 NINTH AVENUE, 18\h FLOOR Entergy SHEET 10f1 NEW YORK , NEW YORK 10001 Indian Point Energy Center FILE NO. 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 CASIN G ELEVATION (FT) 69.93 SERIAl NU MBER 11897 CASIN G DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 9.63 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 : 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:
DISTANCE FROM CASING TO GROUND (+ OR .J:
below
-0.33 FT GROUND...:'
c'I +, *
- MEASURED CABLE LENGTH : -- FT SURFACE
-=..... ,
TIME OF MEASUREMENT: 10:17 HRS f ,
MEASUREMENT TAKEN FROM: TOC WATER ................. 1'\7 .i.
DEPTH TO WATER : 60.30 FT TABLE t
ACTUAL DEPTH : + 21.083 FT THEORETICAL CABLE LENGTH: 81.383 FT
..Lt HAVE CLOCKS BEEN SYNCHRONIZED?
121 9 .....
check IS TRANSDUCER SET TO T AKE MSURFACE" READINGS ?
b.c1 check CABLE .. ................... ......... Q 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:
TEST START TIME :
20 10: 18 MIN HRS TRANSDUCER SENSOR ... ..
... ...... ...... ....... ~
0 WELL I
LEGEND: DTW
- DEPTH TO WATER BOnOM ..... ".
............ ~
oTB
- DEPTH TO BOTTOM OF W ELL AD
- ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL
- CABLE LENGTH FROM SENSOR TO GROUN D SURFACEI TOP OF CASING NOTES:
TI JeER . ATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Clien t WELL 10 MW*S5-24 440 NINTH AVENUE. 181h 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 SER IAL NUMBER 13988 CASI NG DIAMETER (INCH) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 7.80 GZA ENG INEER 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) 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
~ t, **
GROUND..""
MEASURED CABLE LENGTH: -- FT SURFACE 0-;-
c? ,
- r TIME OF MEASUREMENT: 9:11 HRS MEASUREMENT TAKEN FROM: TOC WATER ................. Iv TABLE DEPTH TO WATER: 9.97 FT ACTUAL DEPTH : + 5.85 FT THEORETICAL CABLE LENGTH: - 15.82 FT ,
.lI 0 ac.
~ .....
HAVE CLOCKS BEEN SYNCHRONIZED? <hook
~
IS TRANSDUCER SET TO TAKE NSURFACE READINGS?
N
_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:
TEST START TIME:
20 9:11 MIN HRS TRANSDUCER SENSOR . ..... ..... ........
WELL LEGEND: DTW - DEPTH TO WATER BODOM OTB
- OEPTH TO BOTTOM OF WELL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE! TOP OF CASING NOTES:
GZA I WELL 10 ' MW-S5-24
- IN~ lALLA IIUN LU\;
GZA GEOENVIRONMENTAl OF NEW YORK Client WELL 10 MW* S5-54 440 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 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 ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER = REFERENCE ELeVATION (WATER TABLE ELEVATION)
DEPTH TO WATER + ACTUAL DEPTH =CABLE L ENGTH liftransducer is functioning properly)
DEPTH TO BOTTOM: 54.00 FT CABLE CO NNEC TOR 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 .""
MEASURED CABL.E L.ENGTH : FT SURFACE 13:35 TIME OF MEASUREMENT: 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? IZI 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.
TES T NAME: MW-55-54 PRESSU~J; ... .. ..... ~
LOGGING INTERVAL : 20 MIN TR AN SDUCER ,
TEST START TIME: 13:37 HRS
........ . . .. 0 SENSOR.
WELL BOTIOM LEGEND: oTW - DEPTH TO WATER oTB . DEPTH TO BOTIOM OF WE LL AD - ACTUAL DEPTH O F TRAN SDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:
L;toK IN::> lALLA IIUN LUti GZA 'AC OF NEW YORK Ie,." WELLID MW-56-53 440 NINTH AVENUE , 181h FLOOR Entergy SHEET 1011 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO.
~ v,o,, " ~ , ~ AND ENGINEERS P ROJECT ,,,,,;,, P,",,
In*Situ FINAL BORING DEPTH (FT) 88,50 DATUM NGVD 29 MAKE MiniTroli GROUND ELEVATION (FT) 70.26 DATE _ 21 13/09 30 CASI NG ELEVATION (FT) 69.32 SERIAL NUMBER 16499 CASING DIAMETER (INCH) 2 NV STATIC GROUNDWATER TABLE ELEVATION (FT) 21 ,73
, M. Britos A. Altieri FI FV.6.TION OF MEASURING POINT* DEPTH TO WATER =REFERENCE ELEVATION f'NATER T ABLE ELEVATION)
DEPTH TO WATER. ACTUAL DEPTH '" CABLE LENGTH (if tr anSducer is functioning properly)
DEPTH TO BOTTOM : 53. 00 FT CABLE CONNECTOR ***** ............ . . ..
, FVATOn"
- 70. 26 FTM .S.L.
CAS ING ELEVATION: 69 .32 FT M.S.l.
ICASING ABOVE (+) OR BELOW H GROUND: below DIS TANCE FROM CASING TO GROUND (+ OR -J: -0,94 FT GRDUND/J'I MEASURED CABLE LENGTH : -- FT SURFACE
~!
c po ITiME OF MEASUREMENT; 11 :39 HRS FROM; TOe WATER .. """",,.,,' . 1'\7 TABLE IDEPTH TO WATER: 47.59 FT IACTUAl DEPTH ; + 40 .087 FT I 1':4RI ~ L ENGTH: - 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 TRANSOUCER ITEST START TIME : 11 :39 HRS SENSOR ....... ............. .. I
- WELL s onOM .. **** .. * ....... .......
I " .
ILEGEND: oTW - DEPTH TO WATER oTB . DEPTH TO BonOM OF WELL AD
- AC TUAL OEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:
IGZA i WELLOD MW-56-53
. I,.." rALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 MW-56-83 440 NINTH AVENUE , 181h FLOOR Entergy SHEET 1of1 NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO. 01 001786991 SC IENTISTS AND ENGIN EERS 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 tran sducer is funct ioning 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 BELOW H GROUND: below .11 ... ... t OIST ANCE 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 TABLE
................* ,'\7 DEPTH TO WATER : 47 .32 FT ,,
ACTUAL DEPTH : + 36 .372 FT ,,
THEORETICAL CABLE LENGTH: - 83 .692 FT 0 o::i:a HAVE CLOCKS BEEN SYNCHRONIZED? IZJ bt1
~
M IS TRANSDUCER SET TO TAKE HSURFACE READINGS ? ,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 TE ST NAME: MW-56-83 PRESSU ~~....... ........... ....... ~
LOGGING INTERVAL: 20 MIN TRANSDUCER TEST START TIME : 11 :26 HRS SEN SOR ..
....... ~ * " * ,
WelL BOTTOM "
LEGEND: OTW
- DEPTH TO WATER OTB
- DEPTH TO BonOM OF WELL AD . ACTUAL OEPTH OF TRANSDUCER UNDER WATER CL
- CABLE LENGTH FROM SENSOR TO GROUND SURFACEJ TOP OF CASING NOTES:
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 SCI ENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) nOD DATUM NGV D 29 MAKE MiniTroll GROU ND ELEVATION (FT) 14.57 DATE 2/3/09 PSI CAPACITY 30 CASING ELEVAT ION (FT) 14.25 SERIAL NUMBER 56 19 CASING DIAMETER (INCH ) 1 STAT IC GROUNDWATER TABLE ELEVATIO N iFT) 6.43 GZA ENG INEER M. Brilos A. Altieri ELEVATION 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 ELEVATION: 14.57 FTM .S.L.
CAS ING ELEVATION : 14.25 FTM .S.L.
CASING ABOV E (...) OR 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:
................ . 1\7 .t..
DEPTH TO WATER : 7.82 FT AC TUAL DEPTH : + 60 .267 FT THEORETICAL CABLE LENGTH: -- 68.087 FT
..lI ..
0 check 0 cD HAVE CLOCKS B EEN SYNCHRONIZED?
[S TRANSDUCER SET TO T AKE "SU RFACE" R EAD[NGS ?
6.1 check CABLE .................... .......... Q t+-
¢to EL EVAT [ON O F MEASURING POIN T: 14.25 FT M .S.L D EPTH TO WATER: -- 7.82 FT REFERENCE ELEVATION: 6.43 FT M.S.L.
TEST NAME: MW-58-65 PRESSUI1J; ..... . .... ...... ........ ..
L.OGGING INTERVAL:
TES T STAR T TIME:
20 9: 11 MIN HRS TRANSDUCER SENSOR .....
WELL sonOM ". ' .. "
LEGEND: DTW
- DEPTH TO WATER "
DTB
- 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 GEOENVIRONMENTAL OF NEW YORK Client WE LL 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 PRO JECT LOCAT ION Illdian Point MANUFACTURER In-Situ FINAL BORING DEPTH (FT) 38.00 DATUM NGVD 29 MAKE MiniTroll GROU ND ELEVATION (FT) 14.69 OATE 1123/09 PSI CAPACITY 30 CASIN G ELEV ATIO N (FT) 12.81 SERIAL NUMBER 4859 CASING DIAMETER (INCH) 1 STATIC GROUNDWAT ER TABLE ELEVATION 2.03 GZA ENGINEER M. Britos A . Altieri ELEVATION OF MEASURING POINT
- DEPTH TO WATER = REFERENCE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER + ACT UAl DEPTH =CABLE LENGTH (if transd ucer is functioning properly)
DEPTH TO BOTTOM : 18.00 FT CABLE CONNECTOR ................. ......
GROUND ELEVATION : 14.69 FTM .S.l.
CASING EL EVATION: 12.8 1 FT M.S.L.
CASING ABOVE (+1 OR BELOW H GROUND:
DISTANCE FROM CASING TO GROUND ( ... OR -):
below
-1.88 FT jI t + +
GROUND.."" , ,,
-- FT MEASURED CAB LE L ENGTH: SURFACE
~
TIME OF MEASUREMENT: 9:34 HRS MEASUREMENT TAKEN FROM : TOC WATER ................. 1'\7 ,
TABLE t DEPTH TO WATER: 10.78 FT ,
--+
ACTUAL DEPTH : 5.164 FT THEORETICAL CABLE LENGTH : 15.944 FT J.J ,
HAVE CLOCKS BEEN SYNCHRONIZED?
IZl check Q ....t!-
IS TRAN SDUCER SET TO TAKE " SURFACE M READING S?
b.1 check CABLE ~
0 ¢>
4(
ELEVATION OF MEASURING POINT: . 12.81 FT M .S.L.
DEPTH TO WATER :
-- 10.78 FT ,,
REFERENCE ELEVATION: 2.03 FT M .S.L.
TEST NAME :
LOGGING INTERVAL:
MW 18 20 MIN PR ESSU ~Ji .....
T RANSDUCER TEST START TIME : 9:36 HRS SENSOR . ' ....
.... .. ~ 0 y
W ELL BOTTOM ....
.... ". y LEGEND: DTW
- DEPTH TO WATER DTB . 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 W E LL ID MW 18 440 NINTH AVENUE , 181h FLOOR Enterg y SHEET 10f1 NEW YORK , NEW YORK 10001 Indian Point Energy Center F ILE NO 01 _0017869.91 SCIENTI STS 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 1123109 PSI CAPACITY 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 L ENGTH (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',, ,
TABLE
. . .. '\7 ,
DEPTH TO WATER : 13.46 FT ,,
ACTUAL DEPTH : + 4.763 FT THEORETICAL CABLE LENGTH: - 18.223 FT HAVE C LOCKS BEEN SYNC HRONIZED?
IS TRANSDUCER SET TO TAKE ~ SURFACE " READINGS ?
0 1iI
'heck check CABLE .... ................. ........ ~
C:I
.l.I 0, ........
¢o
-;c, 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 TRANSDUCER ,
TEST START TIME: HRS
....... ~ * ;- ;-
SENSOR ........
- DEPTH TO W AT ER "
DT8 . DEPTH TO BOTTOM OF WE LL AD
- ACTUAL DEPTH OF TRANSD UCER UNDER WATER CL - CAB LE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:
GZA I WELL ID . MW-63-18
- t
- K _LAIIUN Uli GZA 'A C OF NEW YORK Ie ,. " WELL 10 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 37 .00 NGVD29 O::~ :
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" MEASURING POINT - DEPTH TO WATER ::: REFERENCE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER + ACTUAL DEPTH::: CABLE LENGTH (if transducer is functioning properly)
CABLE IOEPTH TO 80nOM: 21.00 FT CONNECTOR
, FV.TIn"* 14.122 FT M.S.l.
ICASING ELEVATION : 13.407 FT M.S.L.
below ICASING ABOVE (+) OR BELOW H GROUND:
FROM CASING TO GROUND (+ OR -J: *0.72 FT l LENGTH .. FT SURFACE
~<i~=>
ITIME OF MEASUREMENT; 10:09 HRS ,
FROM: TOC WATER TABLE
...... . . . . .. 1'\7 IDEPTH TO WATER : 12.89 FT
-+
IACTUAL DEPTH : ? FT t':.6.RI 1= LENGTH : FT
~
IHAVE CLOCKS BEEN SYNCHRONIZED ?
115 TRAN SDUCER SET TO TAKE ~SURFACE~ READINGS?
IZJ iii -,
0"""
CABLE
~ !'o~
(
~ ~*:>~
~ ... 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 TRANSDUCER 10:10 HRS SENSOR ............. ......... I
- WELL BOTTOM .... ***** ..............
I""'''''
ILEGENO: DTW - DEPTH TO WATER OTB - DEPTH TO BOnOM OF WELL AD
- ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACE/ TOP OF CASING INOTES:
IGZA IWELLIO MW...."
fRAN: : INSTAL _ATION LOG GZA G EO ENVIRONMENTAL O F NEW YO RK Cilent WELL 10 MW-66-36 440 NINTH AVENUE , 18th FLOOR Entergy SHEET , ofl NEW YORK, NEW YORK 10001 Indian Point Energy Center FILE NO. 01.00 17869.91 SCIENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MANU FACTURER In-Situ FINAL BORING DEPTH (FT) 37.00 DATUM NGVD29 MAKE MiniTroli GROUND ELEVATION (FT) 14 .122 DATE 1127109 PSI CAPACITY 30 CASING ELEVATION (FT) 13 .364 SERIAL NUMBER 11 840 CASI NG DIAMETER ( INCH ) 1 STATIC GROUNDWATER TABLE ELEVATION (FT) 1.19 GZA ENGIN EER M . Britos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER =REFEREN CE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER ... ACTUAL DEPTH = CABLE LENGTH IiI tran sd ucer is functioning prop erly )
DEPTH TO BOTTOM : 36.00 FT CABLE 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 ~ ,
DEPTH TO WATER : 12.17 FT TABLE r
ACTUAL DEPTH : + 14.62 FT
-- 26.79 1
THE ORETICAL CABLE LENGTH : FT
, Q a:.
HAVE C LOCKS BEEN SYNCHRONIZED?
IZl ,he<,
...................... .. -.... ~ 0'-
IS TRANSDUCER SET TO TAKE ft SURFACE READINGS ?
M b.1 ","'" CABLE Q ¢>
"f I ELEVATION OF MEASURING POINT: 13.364 FT M .S.L.
DEPTH TO WATER :
REFERENCE ELEVATION :
-- 12.17 1.190 FT FTM.S.L.
TEST NAME : MW-66-36 PRESSU~!; ...... .... ....... ........ ,
LOGGING INTERVAL: 20 MIN TRANSDUCER TEST STAR T TIME: 10: 13 HRS SEN SOR ............
......... ...... -~ 0 WELL BOTTOM ..... ". ..
LEGEND: DTW - DEP TH TO WATER DTB - DEPTH TO BOTTOM OF W elL AD - ACTUAL DEPTH OF TRANSDUCER UNDER WATER CL - CABLE LENGTH FROM SENSOR TO GROUND SURFACEI TOP OF CASING NOTES:
GZA IWELLID MW-66-36
T ~OG GZA GEOENVIRONMENTAL OF NEW YORK CHent WELL 10 MW-l11 440 NINTH AVENUE, 181h FLOOR Enterg y SHEET lof1 NEW YORK, NEW YORK 10001 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 GROUN D E LE VATIO N (FT) 18.93 DATE PSI CAPACITY 30 CASING ELEVATION (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 POIN T
- DEPTH TO WATER =REFERENCE ELEVATION (WATER TABLE ELEVATION)
DEPTH TO WATER + ACTUAL DEPTH =CAB L E L ENGTH (if tr ansducer is fu nctio ning pro perly)
CABLE DEPTH TO BOTTO M; 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 ... t DISTANCE FROM C ASING TO GROUND ( .. OR -I: -0.55 FT GROUND":
-- FT SURFACE 31!=
~ ,, ,
TIME OF MEASUREMENT: 13:20 HRS MEASUREMENT TAKEN FROM: TOC WATER ... ... ......... 1'\7 ~
T ABLE ~
DEPTH TO WATER: FT
--+
AC TUAL DEPTH: FT THEORETICAL CABLE LENGTH : 0.00 FT 0 0 <i:a HAVE CLOCKS BEEN SYNCHRONIZED?
IS TRANSDU CER SET TO TAKE "SURFAC E READINGS?
M 6.1 check check CABLE ....... ............... ........ ~ Q
..jC ELEVATION OF MEASU RING POINT : 18.38 FT M.S.l.
DEPTH TO WATE R: -- 0.00 FT REFERE NCE ELEVATION:
- 18.380 FT M.S.l.
TE ST NAME : MW-111 PRESSU~~ .... ... .......... .. ..... ~
LOGGING INTERVAL:
TEST START TIME:
20 MIN HRS TRANSDUCER SENSOR "
.... ... * " t WELL BOTTOM LEGEND: DTW - DEPTH TO WATER DT B - 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
GZA GEOENVIRONMENTAL OF NEW YORK Chent
,. ~OG 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 STAT IC GROUNDWATER TABLE ELEVATION (FY) 4.85 GIA ENGINEER M. Britos A. Altieri ELEVATION OF MEAS URING POINT - OEPTH TO WATER = REFERENCE ELEVAT ION (WATER TABLE ELEVATION)
DEPTH TO WATER + AC TU AL DEPTH = CAB LE L ENGTH (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:
DISTANCE FROM CASING TO GROUND (i- OR -):
above 3.057 FT GROUND:/
.11 ...,
- -+
MEASU RED CABLE lENGTH: -- FT SURFACE TIME OF M EASU REMENT: 9:26 HRS MEASUREMENT 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 q
¢a
~
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.
r eS T NAME: U3*C1 PR ESSU~J; ....... ..... ............~
LOGGING INTERVAL:
TES T START TIM E:
20 9:27 MIN HRS TRANSDUCeR SENSOR ............
.. .. ....... ~
- WELL BOnOM LEGEND: DTW
- 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 LUG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 U3-3 440 NINTH AVENUE , 181h FLOOR Enlergy SHEET 10f1 NEW YORK, NEW YORK 1000 1 Indian Point Energ y Center FILE NO. 01 .0017869.91 SC IENTISTS AND ENGINEERS PROJECT LOCATION Indian Point MAN UFACTURER 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)
DEPTH TO BOTTOM; 14.15 FT CABLE 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:
MEASUREMeNT TAKEN FROM:
............ . . 1'\7 ~
t, DEPTH TO WATER: 9.10 FT 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
..oJ 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 PRESSU~Ji ..... ....... ..... . .....
LOGGING INTERVAL:
TEST START TIME :
20 13:00 MIN HRS TRANSDUCER SENSOR ..
WELL LEGEND: DTW
- DEPTH TO WATER BOTTOM ......
- 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 I WELL 10 : U*J.3
I JU{.; t:K IN:; I AI _A IIUN L U!;
GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 U3-40 440 NINTH AVENUE, 181h FLOOR Enlergy SHEET 1011 NEW YORK, NEW YORK 1000 1 Ind ian Point Energy Center FILE NO. 01 .0017869.91 SCIENTI STS 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) 14.519 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 : REFERENCE ELEVATION (WATER TABLE ELEVATION )
DEPTH TO WATER + ACTUAL DEPTH = CABLE LENGTH (if tr ansd ucer is fu nctioning 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 LENGTH : -- FT SURFACE 3Ii=
'f 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 ?
IZI l.!1 chec k
............... .. .. .. ........ ~
Q
, ..l.I 0 ..."'-
IS T RANSDU CER SET TO TAKE "SURFACE" READING S? check CABLE
<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~!'i' ..... ............. .. ..... ~
LOGGING INTERVAL : 20 MIN TRAN SDUCER ,
TEST START TIME : 9:48 HRS ......... * ;. ;.
SENSOR .....
WE LL 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 NOTE S:
GZA (WELL 10 : U>40
- INS lALLATION LOG GZA GEOENVIRONMENTAL OF NEW YORK Client WELL 10 OUT-1 440 NINTH AVE NUE , 181h FLOOR Entergy SHEET 10fl NEW YORK , NEW YORK 1000 1 Indian Point Energy Center FILE NO. 01 .0017869.91 SCIENTI STS AND ENGI NEERS 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 14 114 CASING DIAMETER (INCH) 2 STATIC GROUNDWATER TABLE ELEVATION (FT) 4 .43 GZA ENGINEER M. Brilos A. Altieri ELEVATION OF MEASURING POINT - DEPTH TO WATER =REFERENCE ELEVATION (WATER TABLE ELE VATION)
DEPTH TO WATER'" ACTUAL DEPTH = CABLE LENGTH (if tran sducer is functioning properly)
CABLE DEPTH TO BOTTOM : -- FT CO NNECTOR .. .....................
GROUND EL.EVATION: 8.20 FTM .S .l.
CASING ELEVATION:
CASING ABOVE (+) OR BELOW H GROUND:
11 .89 above FT M.S.l.
DISTANCE FROM CASING TO GROUND (+ OR -):
MEASURED CABLE LENGTH:
3.69 FT FT GROUND:/
SURFACE Q
TIME OF MEASUREMENT: 9:52 HRS MEASUREMENT TAKEN FROM : TOC WATER ................. 1'\7 t-TABLE
~
DEPTH TO WATER : 11.89 FT
-+
ACTUAL DEPTH: 7.460 FT TH EORETICAL CABLE LENGTH: 19.351 FT
..lJ 0 0 <io HAVE CLOCKS BEEN SYNCHRONIZED?
IS TRAN SDUCER SET TO TAKE "SU RFACE " READINGS?
6.1 check check CABLE ...................... ........ ~
C:I ELEVATION 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: OUT-1 PRESSU~~ ............... ... ~ ,
LOGGING INTE RVAL: 20 MIN TRANSDUCER
- . t TEST START TIME
- 9:53 HRS ~
SENSOR ........
WELL ,,
BonOM 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 I WELLID : OUT*1