ML12338A617
| ML12338A617 | |
| Person / Time | |
|---|---|
| Site: | Indian Point |
| Issue date: | 01/07/2008 |
| From: | Barvenik M, Powers M, Winslow D GZA GeoEnvironmental |
| To: | Evers R Enercon Services, Atomic Safety and Licensing Board Panel |
| SECY RAS | |
| References | |
| RAS 22125, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01 | |
| Download: ML12338A617 (11) | |
Text
ENT00331F Submitted: March 29, 2012 United States Nuclear Regulatory Commission Official Hearing Exhibit In the Matter of:
Entergy Nuclear Operations, Inc.
(Indian Point Nuclear Generating Units 2 and 3)
ASLBP #: 07-858-03-LR-BD01 Docket #: 05000247 l 05000286 Exhibit #:
Identified:
Admitted:
Withdrawn:
Rejected:
Stricken:
Other:
ENT00331F-00-BD01 10/15/2012 10/15/2012
©2007 -
GZA GeoEnvironmental. Inc.
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TRANSMISSIVE FRACTURE LOCATIONS NORWOOD, MA 02062 DATE:
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TRANSMISSIVE FRACTURE LOCATIONS
- OPERATOR, JDR MODERATE TRANSMISSIVITY DATE<
08-06-2007 GZA GeoEnvironmental
- ONE EDGEWATER ORNE NOftWOOO, 1M 02002 Ph., (781) 278-3700 rOle (751) 278-'701
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INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK TRANSMISSIVE FRACTURE LOCATIONS HIGH TRANSMISSIVITY WB I DESIGNED BY: JDR REVIEWED BY: WB OPERATOF JDR DATE:
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ONE EDGEWATER DRIVE NORWOOD, '" 02062 Ph.: {781l 278-3700 fox: {781 278-5701
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INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK FRACTURE STRIKE ORIENTATION AT ELEVATION 10
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WB I DESIGNED BY: JDR REVIEWED BY: WB JDR DATE:
08-06-2007 GZA GeoEnvironmental.
ONE EDGEWATER DRIVE NORWOOD, '" 02062 Ph.: {781l 278-3700 fox: {781 278-5701
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INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK FRACTURE STRIKE ORIENTATION AT ELEVATION -100
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ONE EDGEWATER DRIVE NORWOOD, '" 02062 Ph.: {781l 278-3700 fox: {781 278-5701
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40 30 20 10 5
20 13 50 40 30 20 10 5
50 storage Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.
Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open grate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Concrete Retaining Wall Stone retaining wall Gravel parking Gravel parking Gravel parking Asphalt parking Asphalt parking Concrete curb curb pad Asphalt curb Asphalt curb Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt dri Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.
Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.
stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)
DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRANSFER POOL STORAGE POOL STORAGE POOL FAILED FUEL AUX. POOL DISASSEMBLY POOL CASK LOAD POOL CASK WASH & DISASSEMBLY ISOLATION PIT HR-1 U3-C1 MW-101 MW-105 Turbine Generator Building 2 Turbine Generator Building 1 Turbine Generator Building 3 Spray Containment Sump (SCS)
PAB Transformer Yard East Fuel Pool Water Storage Tank MW-54 MW-57 MW-53 MW-56 MW-58 MW-60 MW-61 MW-62 MW-64 MW-59 MW-63 I-2 RW-1
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West Fuel Pool Fuel Pool MW-111 MW-33 MW-34 MW-36 MW-31 MW-30 MW-42 MW-35 MW-55 MW-65 MW-32 125 640' 1015' 124 120 111 Unit 2 Unit 1 Unit 3 MW-66 MW-67 U1-CSS 0.1 1.0 10 20 ALL EY WAY CSS CSS TRENCH UTILITY TUNNEL UTILITY TUNNEL U3-1 U3-2 U3-3 MW-51 MW-40 MW-38 OUT-1 MW-48 U3-T1 U3-4S U3-4D U3-T2 MW-49 MW-50 MW-45 MW-46 MW-41 MW-43 MW-44 MW-39 MW-47 MW-52 MW-37 U2-C1 MW-109 MW-108 MW-107 MW-112 MW-110 10 8.4 0.8 3.4 2.4 8.3 8.3 6.8 0.3 0.8 7.9 1.9 6.8 8.1 5.8 1.3 2.7 5.0 3.6 4.4 4.6 7.9 6.3 3.3 1.0 6.8 5.8 4.6 5.3 8.4 11.4 11.3 11.0 11.0 11.9 11.3 11.1 48.0 52.8 34.5 45.9 44.3 47.3 34.6 28.4 36.7 39.4 43.8 58.3 15.1 33.1 32.1 33.4 34.9 33.7 27.3 25.1 28.7 35.1 37.1 10.3 10.2 10.9 10.9 0
2.9 2.6 7.4 0.8 1.7 1.0 5.3 0.3 0.7 6.7 5.1 10.6 H U D S O N R I V E R J:\\17,000-18,999\\17869\\17869-10.DW\\Figures\\GIS\\MXD Documents\\17869-10_6-15_Tidal Response Plan_v10.mxd 50 0
50 100 150 200 25 Feet Plant North N
N Well ID Tidal Response, ft*
Temperature °F Well ID Tidal Response, ft*
Temperature °F MW-30-74 0
68 MW-52-12 0.2395 72 MW-30-75 0
68 MW-53-82 0.144 69 MW-30-87 MW-53-120 0.1895 63 MW-30-88 0
68 MW-54 0.7 70 MW-31-53 0
64 MW-55-24 0.234 67 MW-31-68 0
64 MW-55-35 0.1925 67 MW-31-89 0
64 MW-55-54 0.3405 67 MW-32-62 0
65 MW-56 0
63 MW-32-93 0
65 MW-57-11 0.2115 69 MW-32-120 MW-57-20 0.214 69 MW-32-141 0
65 MW-57-45 0.288 69 MW-32-162 65 MW-58-26 0.269 64 MW-32-199 0
65 MW-58-65 0.734 64 MW-33 0.027 63 MW-59-31 2.8755 75 MW-34 0.05 63 MW59-45 3.21 75 MW-35 0.05 62 MW59-68 3.1095 75 MW-36-26 0.4615 87 MW-60 1.9545 58 MW-36-41 0.3785 85 MW-61 MW-36-53 0.3485 67 MW-62-38 1.335 66 MW-37-22 0.142 86 MW-63-19 2.226 60 MW-37-32 0.188 85 MW-63-35 60 MW-37-40 0.115 85 MW-65 0
60 MW-37-57 0.42 85 MW-66 MW-38 2.9515 77 T1-U1-1 MW-39 0
58 T1-U1-2 MW-40 0
55 MW-101 MW-41-15 MW-103 MW-41-42 0
62 MW-104 MW-41-64 0
64 MW-105 MW-42-51 0
60 MW-107 MW-42-79 0
60 MW-108 0
69 MW-43-28 0
59 MW-109 0
69 MW-43-62 0
59 MW-110 MW-44-67 0
60 MW-111 0.027 66 MW-44-104 0
61 MW-112 MW-45-43 0
64 U3-1 0.726 85 MW-45-62 0
64 U3-2 0.388 78 MW-46 0
68 U3-3 0.063 76 MW-47-56 0
61 U3-4D 0.173 92 MW-47-80 0
60 U3-4S 0.5913 104.9 MW-48-23 3.835 74 U3-T1 0.3045 81 MW-48-38 3.465 66 U3-T2 0.527 91 MW-49-25 2.8615 68 I-2 0
55 MW-49-42 2.8045 68 OUT-1 3.835 104 MW-49-65 2.657 67 U2-C1 3.835 101 MW-50-42 0.572 75 U3-C1 3.835 102 MW-50-67 1.8235 81 HR-1 3.835 84 MW-51 0
54
- During 10/7/06 full moon, with tide of 3.84 ft Dwg. Date:
Figure No.:
Job No.:
Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS/EMD 41.0017869.10 1-04-2008 6.15 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.
One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 AMBIENT AND PUMPING GROUNDWATER CONTOURS WITH TIDAL RESPONSE AND TEMPERATURE AMBIENT AND PUMPING GROUNDWATER CONTOURS WITH TIDAL RESPONSE AND TEMPERATURE LEGEND Note:
- 1. H3 and Sr-90 bounding isopleths / data represent upper bound values measured over both depth and time (available results for sample dates through 8/28/2007). As such, the "plumes" are an overstatement of contaminant levels actually existing on-site at any time.
- 2. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name: GZA.dwg.
- 3. Additional legend on Figure 1.3.
Temperature °F
< 60.00 60.01 - 65.00 65.01 - 70.00 70.01 - 75.00 75.01 - 80.00 80.01 - 85.00 85.01 - 90.00 90.01 - 95.00 95.01 - 100.0 100.1 - 105.0 No Temperature Data Groundwater Elevation Contours Note:
Contours developed from limited data available between 10/31/2006 and 11/8/2006. Actual elevations may vary from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.
Predicted Steady State Capture Zone @ 4 GPM GW Drawdown Contours 20 5
Ambient "Watertable" Contours (10' Interval) - 10/31/06 Ambient "Watertable" Contours (Contours other than 10' Interval) - 10/31/06 Containment Spray Sump Trench Probable Legacy Release Locations Unit 2 Fuel Pool Terminated Connection To Storm Drain Footing / Storm Drain Exfiltration Inter-Structure Joint / Mud Mat Unit 1 West Fuel Pool Bounding Sr-90
> 2 pCi/L Bounding H3
> 5,000 pCi/L 1
Plume Data Water Level Data A
Boring / Monitoring Installation Designation MW-50 Ambient G.W. Piezometric Elevation (ft); 10/31/06 Tidal Response As % of River Tide 3.3 5.3 Response To River Tide 0%
100%
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MW-38-H1 MW-38-H2 N,
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C, Mg S04 Mg S04 7.1 3.55 3.55 7.1 (meqll) 5.7 2.85 2.85 5.7 (meql1)
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7.9 3.95 3.95 7.9 (meq/l)
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Ca Mg Co Mg MW 48-23-H1 MW 48-23-H2
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c, CI N,
HC03 C,
Mg S04 Mg S04 4.6 2.3 2.3 4.6 (meqll) 5.1 2.55 2.55 5.1 (meqll)
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c, CI HC03 HC03 Mg S04 Mg S04 4.6 2.3 2.3 4.6 (meqll) 4.8 2.4 2.4 4.8 (meqll)
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Ca Mg MW 48-38-H1 MW 48-38-H2 N,
CI N,
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HC03 Mg S04 Mg S04 5.7 2.85 2.65 5.7 (meqll) 5.7 2.85 2.85 5.7 (meqll)
MW 48-38-M2 MW-48-38-M 1 N,
CI N,
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HC03 Mg S04 Mg S04 8
4 4
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6 12 (meqll)
U3-C1-M1 CI HC03 S04 I
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16 8
8 16 (meq/l)
"THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORNAT.
CUENT
"",y BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA fOR HIS/HER INFORMATION AND USE fOR SPECIFIC APPUCATlOH TO THIS PROJECT.
DUE TO THE POTENT1AL THAT THE MAGNETIC INFORW.TlON tolAY BE WODIFlED UNIN1'DrnONALLY OR CJTHER-
- WISE, GZA GEOEIoMRONMENTAL.., INC.
("GZA") IMY REt.'ICVE ALL.
INDICATION OF THE DOCUWEN"rS AUTHORSHIP ON THE IUlGNETlC MEDIA.
PRINlED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS Stw.L BE THE ONLY RECORD COPIES OF OZA'S WORK PRODUCT.
"ANY USE OF THIS DOCUhlENT PRODUCED FROM MAGNETIC MEDIA WITHOUT VERIFICATION OR AIlItoPTAll0N BY GZA fOR THE SPECIFIC USE INTENDED WILL BE THE RECIPlENrS SOLE RESPONSIBILITY AND WITHOUT RISK OR UABIUTY TO GZA CEOOMRONt.lENrAL. INC.
fJ'( ACCEPTING I
THIS DOCUMENT IN MAGNETIC WEDIA FORMAT, CUENT AGREES TO
'8 INDEIIINIFY AND HOLD HARWLESS GZA GEOENIIIRONIIIENTAL. INC. FROIII ALL ClAIlIIS FOR DNoIAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROhI lHE USE OR IllISUSE Of lHlS ELECIllONIC DOCUIIIENT.*
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I-2 U3-3 U3-2 U3-1 RW-1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-108 MW-107 MW-58 MW-109 40 30 20 10 5
20 13 50 40 30 20 10 5
50 storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.
Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open grate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Concrete Retaining Wall Stone retaining wall Gravel parking Gravel parking Asphalt parking Asphalt parking Concrete curb curb pad Asphalt curb Asphalt curb Asphalt curb Grass Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.
Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.
stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)
DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRANSFER POOL STORAGE POOL STORAGE POOL FAILED FUEL AUX. POOL DISASSEMBLY POOL CASK LOAD POOL CASK WASH & DISASSEMBLY ISOLATION PIT Transformer Yard PAB East Fuel Pool Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 U2-C1 HR-1 U3-C1 OUT-1 TI-U2-1 ALL EY WAY CSS A
A' B
B' UTILITY TUNNEL UTILITY TUNNEL H U D S O N R I V E R I:\\17869\\17869-10\\Figures\\GIS\\MXD Documents\\17869-10_6-17_Shallow GW Contours_NO Stream Tubes_v10.mxd Plant North N
N 50 0
50 100 150 25 Feet Figure No.:
Job No.:
Dwg. Date:
Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS/EMD 41.0017869.10 1-04-2008 6.17 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.
One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 SHALLOW GROUNDWATER CONTOURS SHALLOW GROUNDWATER CONTOURS LEGEND Notes:
- 1. Shallow groundwater, on average, exists in the overburden and top 40 feet of bedrock.
- 2. Groundwater contours represent measured groundwater elevations on 6/1/2007 at low river tide.
- 3. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".
- 4. Additional legend on Figure 1.3.
Boring / Monitoring Installation Designation MW-30 Boring / Monitoring Installation
?
Contours Other Than 10' Interval Shallow Groundwater Contours 6/1/2007 (10' Interval) 20 5
"/
1 Well Name GW Elevation I-2 50.23 MW-107 116.85 MW-108 9.58 MW-109 9.52 MW-111 9.56 MW-31-49 44.09 MW-32-62 42.79 MW-33 10.08 MW-34 9.87 MW-35 10.03 MW-36-24 8.89 MW-37-22 5.51 MW-38 3.01 MW-39-67 24.85 MW-40-24 59.37 MW-41-40 29.87 MW-42-49 34.48 MW-43-28 32.75 MW-44-67 33.36 MW-45-42 26.43 MW-46 12.80 MW-47-56 21.83 MW-48-23
-0.08 MW-49-26 1.04 MW-50-42 7.24 MW-51-40 50.63 MW-52-11 6.04 MW-53-82 9.81 MW-54-35 7.43 MW-55-24 8.56 MW-56-53 21.04 MW-57-11 9.57 MW-58-26 8.03 MW-59-32 1.06 MW-60-35 2.19 MW-62-18 0.25 MW-63-18 0.14 MW-65-48 28.22 MW-66 0.84 U3-1 4.20 U3-2 5.34 U3-3 7.53 U3-4S 3.91 U3-T1 4.51 U3-T2 4.33 A
A' Unit 2 Cross Section Location (See Figure 9.1 and 6.18)
B B'
Unit 1 Cross Section Location (See Figure 9.2)
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I-2 U3-3 U3-2 U3-1 RW-1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-108 MW-107 MW-58 MW-109 40 30 20 10 5
20 13 50 40 30 20 10 5
50 storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.
Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open grate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Concrete Retaining Wall Stone retaining wall Gravel parking Gravel parking Asphalt parking Asphalt parking Concrete curb curb pad Asphalt curb Asphalt curb Asphalt curb Grass Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.
Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.
stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)
DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRANSFER POOL STORAGE POOL STORAGE POOL FAILED FUEL AUX. POOL DISASSEMBLY POOL CASK LOAD POOL CASK WASH & DISASSEMBLY ISOLATION PIT Transformer Yard PAB East Fuel Pool Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 U2-C1 HR-1 U3-C1 OUT-1 TI-U2-1 ALL EY WAY NORTHERN CLEAN ZONE UNIT 1/2 UNIT 2 NORTH UNIT 3 NORTH UNIT 3 SOUTH SOUTHERN CLEAN ZONE CSS UTILITY TUNNEL UTILITY TUNNEL H U D S O N R I V E R I:\\17869\\17869-10\\Figures\\GIS\\MXD Documents\\17869-10_6-19_Shallow GW Contours_v10.mxd Plant North N
N 50 0
50 100 150 25 Feet Figure No.:
Job No.:
Dwg. Date:
Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS/EMD 41.0017869.10 1-04-2008 6.19 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.
One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 SHALLOW GROUNDWATER CONTOURS WITH STREAMTUBES SHALLOW GROUNDWATER CONTOUR MAP WITH STREAMTUBES LEGEND Notes:
- 1. Shallow groundwater, on average, exists in the overburden and top 40 feet of bedrock.
- 2. Groundwater contours represent measured groundwater elevations on 6/1/2007 at low river tide.
- 3. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".
- 4. Additional legend on Figure 1.3.
Boring / Monitoring Installation Designation MW-30 Boring / Monitoring Installation
?
Contours Other Than 10' Interval Shallow Groundwater Contours 6/1/2007 (10' Interval) 20 5
"/
Streamtubes 1
Well Name GW Elevation I-2 50.23 MW-107 116.85 MW-108 9.58 MW-109 9.52 MW-111 9.56 MW-31-49 44.09 MW-32-62 42.79 MW-33 10.08 MW-34 9.87 MW-35 10.03 MW-36-24 8.89 MW-37-22 5.51 MW-38 3.01 MW-39-67 24.85 MW-40-24 59.37 MW-41-40 29.87 MW-42-49 34.48 MW-43-28 32.75 MW-44-67 33.36 MW-45-42 26.43 MW-46 12.80 MW-47-56 21.83 MW-48-23
-0.08 MW-49-26 1.04 MW-50-42 7.24 MW-51-40 50.63 MW-52-11 6.04 MW-53-82 9.81 MW-54-35 7.43 MW-55-24 8.56 MW-56-53 21.04 MW-57-11 9.57 MW-58-26 8.03 MW-59-32 1.06 MW-60-35 2.19 MW-62-18 0.25 MW-63-18 0.14 MW-65-48 28.22 MW-67-39 1.32 MW-66 0.84 U3-1 4.20 U3-2 5.34 U3-3 7.53 U3-4S 3.91 U3-T1 4.51 U3-T2 4.33
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I-2 U3-3 U3-2 U3-1 RW-1 MW-67 MW-66 MW-37 MW-36 MW-35 MW-34 MW-33 U3-4S U3-4D MW-52 MW-51 MW-50 MW-49 MW-47 MW-46 MW-45 MW-44 MW-42 MW-41 MW-38 MW-32 MW-31 MW-40 MW-48 MW-43 MW-39 U3-T2 U3-T1 MW-65 MW-62 MW-60 MW-59 MW-57 MW-56 MW-55 MW-54 MW-53 MW-30 MW-64 MW-61 MW-63 U1-CSS MW-105 MW-101 MW-110 MW-111 MW-112 MW-108 MW-107 MW-58 MW-109 storage Gravel Gravel Storage No Access Grass Earth Parking Asphalt Asphalt curb Asphalt parking Asphalt Concrete curbs Concrete curb Concrete Concrete curb Wooden curb A/C UNIT Handicap ramp A/C unit on concrete Stone curbs Asphalt drive Asphalt parking Asphalt parking Asphalt parking Asphalt curb Shrubs Trans.
Transformer area and switch gear Storage Containers A/C Units Grass Concrete curb Grass Shrubs Open grate Tank Asphalt drive Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt drive Asphalt Asphalt Drive Gravel Gravel Transformer yard Asphalt Drive this Area No Access Asphalt Concrete Retaining Wall Stone retaining wall Gravel parking Gravel parking Asphalt parking Asphalt parking Concrete curb curb pad Asphalt curb Asphalt curb Asphalt curb Grass Gravel parking Storage Storage Tank Fuel Oil Grass Asphalt drive Storage units Gravel Parking lot Asphalt Tank Overhead walkway Concrete curb Asphalt parking Asphalt parking Asphalt Asphalt Asphalt Asphalt Concrete pier Courtyard Asphalt Rip-rap 110 140 120 130 30 30 40 50 30 40 50 90 70 70 80 90 80 80 90 100 110 110 110 110 120 120 100 70 60 70 80 90 60 80 90 100 100 140 140 Transformer Gravel Storage Tank Fuel Oil Tank Tank Tank Covered Concrete Asphalt parking Condensate Tank Transformers on raised Concrete Pad Trans.
Transformers Concrete slab Tank Grass Transformers on raised Concrete Pad Tank Concrete Bridge Concrete Bridge Storage Tank Transformer Substation "H" Trailer Trans Tank Storage Tank Tank Pit Asphalt Trans Trans Trans Storage Tanks Asphalt Grass Vent pit Mach.
stand Unit 2 Condensate Storage Tank Liquid Nitrogen Transformers Yard (Gravel)
DISCHARGE OUTFALL CANAL Tank Gravel Shrubs Shrubs Shrubs Overhead Crane Grass FUEL TRANSFER POOL STORAGE POOL STORAGE POOL FAILED FUEL AUX. POOL DISASSEMBLY POOL CASK LOAD POOL CASK WASH & DISASSEMBLY ISOLATION PIT Transformer Yard PAB East Fuel Pool Water Storage Tank FUEL POOL UNIT 2 1,015' 640' WEST FUEL POOL UNIT 1 UNIT 3 U2-C1 HR-1 U3-C1 OUT-1 TI-U2-1 30 20 10 0
50 20 40 30 20 10 0
"/
ALL EY WAY NORTHERN CLEAN ZONE UNIT 1/2 UNIT 2 NORTH UNIT 3 NORTH UNIT 3 SOUTH SOUTHERN CLEAN ZONE CSS UTILITY TUNNEL UTILITY TUNNEL H U D S O N R I V E R I:\\17869\\17869-10\\Figures\\GIS\\MXD Documents\\17869-10_6-20_Deep GW Contours_v10.mxd Plant North N
N 50 0
50 100 150 25 Feet Figure No.:
Job No.:
Dwg. Date:
Proj. Mgr.: MJB Designed By: MJB Reviewed By: MJB Operator: GAS/EMD 41.0017869.10 1-04-2008 6.20 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.
One Edgewater Drive Norwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701 DEEP GROUNDWATER CONTOURS DEEP GROUNDWATER CONTOUR MAP WITH STREAMTUBES LEGEND Notes:
- 1. Deep groundwater, typically 40 feet below the groundwater table.
- 2. Groundwater contours represent measured groundwater elevations on 6/1/2007 at low river tide.
- 3. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD file name : "GZA.dwg".
- 4. Additional legend on Figure 1.3.
Boring / Monitoring Installation Designation MW-30 Boring / Monitoring Installation
?
Deep Groundwater Contours 6/1/2007 (10' Interval) 20 Stream Tubes 1
Well Name GW Elevation MW-30-69 11.83 MW-32-140 13.11 MW-37-57 7.20 MW-39-124 23.98 MW-40-81 54.96 MW-41-63 25.94 MW-42-78 35.58 MW-44-102 23.12 MW-47-80 22.29 MW-51-135 39.11 MW-52-64 5.96 MW-53-120 9.91 MW-54-123 5.69 MW-59-68 2.91 MW-60-55 0.38 MW-62-92 1.07 MW-63-112 0.03 MW-65-80 28.52 MW-67-105 2.10