ML12338A617

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Official Exhibit - ENT00331F-00-BD01 - Hydrogeologic Site Investigation Report for the Indian Point Energy Center, Figures 6.10 Through 6.20
ML12338A617
Person / Time
Site: Indian Point  Entergy icon.png
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)
v • d • e


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Admitted: Withdrawn: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. v ..... t.p..Po REGli '/ /"'1) r$-'" ""** .... " :!I ..-6 INDIAN POINT ENERGY CENTER PROJ MGR: MJB m DESIGNED BY: JDR ::u "'l z 0) rTI Q) p BUCHANAN.

NEW YORK REVIEWED BY: MJB GZ) GZA GeoEnvironmental, Inc.

  • 0) ..-. CO OPERATOR:

JDR ONE EDGEWATER DRIVE o . TRANSMISSIVE FRACTURE LOCATIONS NORWOOD, MA 02062 ..-DATE: 08-06-2007 Ph.: 278-3700 0 LOW TRANSMISSIVITY Fax: 781 278-5701 CI> . ... ... ell< ... o In<:, INDIAN POINT ENERGY CENTER PROJ",," , WB BUCHANAN.

NEW YORK :: 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 GZA ... o In<: , INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK TRANSMISSIVE FRACTURE LOCATIONS HIGH TRANSMISSIVITY WB I DESIGNED BY: JDR REVIEWED BY: WB OPERATOF JDR DATE: 08-06-2007 GZA GeoEnvironmental.

ONE EDGEWATER DRIVE NORWOOD, '" 02062 Ph.: {781l 278-3700 fox: {781 278-5701 GZA ... o In<: , INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK FRACTURE STRIKE ORIENTATION AT ELEVATION 10 __ MGR: 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 GZA ... o In<: , INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK FRACTURE STRIKE ORIENTATION AT ELEVATION

-100 __ MGR: 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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P O O L D I S A S S E M B L Y P O O L C A S K L O A D P O O L C A S K W A S H & D I S A S S E M B L Y I S O L A T I O N P I T!HR-1U3-C1MW-101MW-105Turbine Generator Building 2Turbine Generator Building 1Turbine Generator Building 3SprayContainmentSump (SCS)PABTransformer YardEast Fuel PoolWater StorageTankMW-54MW-57MW-53MW-56MW-58MW-60MW-61MW-62MW-64MW-59MW-63 I-2RW-1@?@?@?WestFuel PoolFuel PoolMW-111MW-33MW-34MW-36MW-31MW-30MW-42MW-35MW-55MW-65MW-32 125 , 640',1015'124 120111 Unit 2 Unit 1 Unit 3MW-66MW-67U1-CSS0.11.0 1 0 20 A L L E Y W A Y CSSCSS TRENCHUTILITY TUNNELUTILITY TUNNELU3-1U3-2U3-3MW-51MW-40MW-38OUT-1MW-48U3-T1U3-4SU3-4DU3-T2MW-49MW-50MW-45MW-46MW-41MW-43MW-44MW-39MW-47MW-52MW-37U2-C1MW-109MW-108MW-107MW-112MW-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 8.411.411.311.011.011.911.311.1 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 RJ:\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 25FeetPlant North N NWell IDTidal Response, ft*Temperature °FWell IDTidal Response, ft*Temperature °FMW-30-74 068MW-52-12 0.2395 72MW-30-75 068MW-53-82 0.144 69MW-30-87MW-53-120 0.1895 63MW-30-88 068MW-54 0.7 70MW-31-53 064MW-55-24 0.234 67MW-31-68 064MW-55-35 0.1925 67MW-31-89 064MW-55-54 0.3405 67MW-32-62 065MW-56 063MW-32-93 065MW-57-11 0.2115 69MW-32-120MW-57-20 0.214 69MW-32-141 065MW-57-45 0.288 69MW-32-16265MW-58-26 0.269 64MW-32-199 065MW-58-65 0.734 64MW-33 0.02763MW-59-31 2.8755 75MW-34 0.0563MW59-45 3.21 75MW-35 0.0562MW59-68 3.1095 75MW-36-26 0.461587MW-60 1.9545 58MW-36-41 0.378585MW-61MW-36-53 0.348567MW-62-38 1.335 66MW-37-22 0.14286MW-63-19 2.226 60MW-37-32 0.18885MW-63-35 60MW-37-40 0.11585MW-65 0 60MW-37-57 0.4285MW-66MW-38 2.951577T1-U1-1MW-39 058T1-U1-2MW-40 055MW-101MW-41-15MW-103MW-41-42 062MW-104MW-41-64 064MW-105MW-42-51 060MW-107MW-42-79 060MW-108 069MW-43-28 059MW-109 069MW-43-62 059MW-110MW-44-67 060MW-111 0.027 66MW-44-104 061MW-112MW-45-43 064U3-1 0.726 85MW-45-62 064U3-2 0.388 78MW-46 068U3-3 0.063 76MW-47-56 061U3-4D 0.173 92MW-47-80 060U3-4S 0.5913 104.9MW-48-23 3.83574U3-T1 0.3045 81MW-48-38 3.46566U3-T2 0.527 91MW-49-25 2.861568I-2 0 55MW-49-42 2.804568OUT-1 3.835 104MW-49-65 2.65767U2-C1 3.835 101MW-50-42 0.57275U3-C1 3.835 102MW-50-67 1.823581HR-13.835 84MW-51 0 54*During 10/7/06 full moon, with tide of 3.84 ftDwg. Date:Figure No.:Job No.:Proj. Mgr.: MJBDesigned By: MJBReviewed By: MJBOperator: GAS/EMD41.0017869.101-04-2008 6.15 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK GZA GeoEnvironmental, Inc.One Edgewater DriveNorwood, MA 02062 Phone: (781) 278-3700 Fax: (781) 278-5701AMBIENT AND PUMPING GROUNDWATER CONTOURS WITH TIDAL RESPONSEAND TEMPERATUREAMBIENT 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< 60.0060.01 - 65.0065.01 - 70.0070.01 - 75.0075.01 - 80.0080.01 - 85.0085.01 - 90.0090.01 - 95.0095.01 - 100.0100.1 - 105.0No Temperature DataGroundwater 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 ofpiezometric heads is likely more complex than indicated.Predicted Steady State Capture Zone @ 4 GPMGW Drawdown Contours 20 5Ambient "Watertable" Contours (10' Interval) - 10/31/06 Ambient "Watertable" Contours (Contours other than 10' Interval) - 10/31/06 Containment Spray Sump TrenchProbable Legacy Release LocationsUnit 2 Fuel PoolTerminated Connection To Storm DrainFooting / Storm Drain ExfiltrationInter-Structure Joint / Mud MatUnit 1 West Fuel Pool Bounding Sr-90> 2 pCi/L Bounding H3> 5,000 pCi/L 1Plume DataWater Level Data

@ABoring / Monitoring Installation DesignationMW-50Ambient G.W. Piezometric Elevation (ft); 10/31/06Tidal Response As % of River Tide 3.3 5.3Response ToRiver Tide 0%100%

I 1 § MW-38-H1 MW-38-H2 N, N, 17:c03 C, C, Mg S04 Mg S04 , " , 7.1 3.55 3.55 7.1 (meqll) 5.7 2.85 2.85 5.7 (me q l1) MW-38-L1 MW-38-L2 :: I

I 7:C03 Mg S04 Mg S04 4 2 2 4 (m eq/l) 4 2 2 4 (m eq/I) MW-38-M1 MW-38-M2 N, CI N, o C, HC03 C, HC03 Mg S04 Mg S04 4.3 2.15 2.15 4.3 (meqlt) 4.3 2.15 2.15 4.3 (me q l1) CANAL HIGH "' " 7' CI Ca HC03 Mg S0 4 " T' 7.9 3.95 3.95 7.9 (m eq/l) CANAL-LOW Na , 7 CI Ca HC03 Mg I S04 " r , 3.7 1.85 1.85 3.7 (meqll) "' Ca Mg '" Co Mg MW 48-23-H1 MW 48-23-H2 :: \ I 7:C03 N, CI \ C, HC03 Mg S04 Mg S04 " " " " 4.3 2.15 2.15 4.3 (meqll) 4.3 2.15 2.15 4.3 (meqll) MW 48-23-L2 MW 48-23-M1 \ I 7: C03 N, \ 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 (m eq ll) MW-48-23-L 1 MW-48-23-M2 N, \ I /0 c, N, \ 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) RIVER HIGH RIVER-LOW 1 CI N, HC03 C, S04 Mg S04 " " I 1 " 9 4,5 4.5 9 4.8 2.4 2.4 4.8 (me q ll) RIVER-M1 CI HC03 S04 I I r I 21 10.5 10.5 21 (m eq ll) ... Ca Mg MW 48-38-H1 MW 48-38-H2 N, CI N, o C, HC03 C, HC03 Mg S04 Mg S04 , " " " 1 \ 5.5 5.5 11 (m eq ll) 7.5 3.75 3 , 75 7.5 (meqll) MW 48-38-L218:20 MW 48-38-L2 18:48 Na CI N, o Ca t / HC03 C, 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, C I N, o C, HC03 C, HC03 Mg S04 Mg S04 , , , 8 4 4 8 (meqll) 12 6 6 12 (me q ll) U3-C1-M1 CI H C03 S04 I I ! I 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 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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Job No.:Dwg. Date:Proj. Mgr.: MJBDesigned By: MJB Reviewed By: MJB Operator: GAS/EMD 41.0017869.10 1-04-2008 6.17 INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORKGZA GeoEnvironmental, Inc.One Edgewater DriveNorwood, MA 02062Phone: (781) 278-3700 Fax: (781) 278-5701 SHALLOW GROUNDWATER CONTOURS SHALLOW GROUNDWATER CONTOURS LEGENDNotes: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 DesignationMW-30Boring / Monitoring Installation

@?Contours Other Than 10' IntervalShallow Groundwater Contours 6/1/2007 (10' Interval) 20 5"/1Well NameGW ElevationI-2 50.23MW-107 116.85MW-108 9.58MW-109 9.52MW-111 9.56MW-31-49 44.09MW-32-62 42.79MW-33 10.08MW-349.87MW-35 10.03MW-36-24 8.89MW-37-22 5.51MW-383.01MW-39-67 24.85MW-40-24 59.37MW-41-40 29.87MW-42-49 34.48MW-43-28 32.75MW-44-67 33.36MW-45-42 26.43MW-46 12.80MW-47-56 21.83MW-48-23-0.08MW-49-26 1.04MW-50-42 7.24MW-51-40 50.63MW-52-11 6.04MW-53-82 9.81MW-54-35 7.43MW-55-24 8.56MW-56-53 21.04MW-57-11 9.57MW-58-26 8.03MW-59-32 1.06MW-60-35 2.19MW-62-18 0.25MW-63-18 0.14MW-65-48 28.22MW-660.84 U3-1 4.20 U3-2 5.34 U3-3 7.53 U3-4S 3.91U3-T14.51U3-T24.33 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-2U3-3U3-2U3-1RW-1MW-67MW-66MW-37MW-36MW-35MW-34MW-33U3-4SU3-4DMW-52MW-51MW-50MW-49MW-47MW-46MW-45MW-44MW-42MW-41MW-38MW-32MW-31MW-40MW-48MW-43MW-39U3-T2U3-T1MW-65MW-62MW-60MW-59MW-57MW-56MW-55MW-54MW-53MW-30MW-64MW-61MW-63U1-CSSMW-105MW-101MW-110MW-111MW-112MW-108MW-107MW-58MW-109" 40" 3 0" 2 0" 1 0" 5" 20" 13" 5 0" 40" 3 0" 2 0" 1 0" 5" 5 0storageGravelGravelStorageNo AccessGrassEarthParkingAsphaltAsphalt curbAsphalt parkingAsphaltConcrete curbsConcrete curb Concr et e Co n c re t e c u rbWoodencurb A/CUNIT H andicap rampA/C uniton concr eteStone curbsAsphalt driveAsphalt parkingAsphalt parkingAsphalt parkingAsphalt curbShrubs Trans.Transformer area and switch gearStorageContainersA/C UnitsGrassConcrete curbGrassShrubsOpengrateTank A s p h a l tdri v e A s p h a l t A s p h a l tAsphaltAsphaltAspha lt As phal t A s p h a l tAsphalt driveAsphalt A s phal t Dr i v eGravelGravelTransformer yard A s p ha l t D r i v ethis AreaNo AccessAsph al t Concrete Retaining Wa llStone retaining wallGravel parkingGravel parkingAsphalt parkingAsphalt parkingConcrete curbcur b p adAsphalt curbAsphalt curbAsphalt curbGrassGravel parkingStorageStorage TankFuel Oil G r as s As phal t driveStorage unitsGravelParking lotAsphaltTank O v er head w a l kw a y C o n c r e t e c u r b A s p h a l t p a r k i n gAsphalt parkingAsphaltAsphalt A sp h a l t As ph a lt C o n c r e t e p i e rCourtyard As p h a l tRip-rap110140120130 3 0 30 40 50 3 0 40 5 0 90 70 70 80 9 0 8 0 80 90100110 11 0110 11 0120120100 70 60 7 0 80 90 6 0 80 90100100140140TransformerGravelStorage TankFuel OilTankTankTankCovered ConcreteAsphalt parkingCondensateTankTransformerson raisedConcrete PadTrans.TransformersConcrete slab T ankGrassTransformerson raisedConcrete PadTankConcreteBridge C o n c re te B ri d geStorageTankTransformerSubstation "H"TrailerTransTankStorageTankTank PitAsphaltTransTransTransStorage TanksAsphaltGrassVent pitMach.standUnit 2CondensateStorage TankLiquidNitrogenTransformersYard(Gravel)DISCHARGE OUTFAL L CANALTankGravelShrubsShru bsShrubsOverheadCraneGrass F U E L T R A N S F E R P O O L S T O R A G E P O O L S T O R A G E P O O L F A I L E D F U E L A U X. P O O L D I S A S S E M B L Y P O O L C A S K L O A D P O O L C A S K W A S H & D I S A S S E M B L Y I S O L A T I O N P I T!Transformer YardPABEast Fuel PoolWaterStorageTankFUEL POOLUNIT 2 ,1,015', 640'WEST FUELPOOLUNIT 1UNIT 3U2-C1HR-1U3-C1OUT-1TI-U2-1 A L L E Y W A YNORTHERN CLEAN ZONEUNIT 1/2UNIT 2 NORTHUNIT 3 NORTHUNIT 3 SOUTHSOUTHERN CLEAN ZONE CSSUTILITY TUNNELUTILITY TUNNELH U D S O N R I V E RI:\17869\17869-10\Figures\GIS\MXD Documents\17869-10_6-19_Shallow GW Contours_v10.mxdPlant North N N 50 050100150 25 FeetFigure No.:Job No.:Dwg. Date:Proj. Mgr.: MJBDesigned By: MJBReviewed By: MJBOperator: GAS/EMD41.0017869.101-04-20086.19INDIAN POINT ENERGY CENTERBUCHANAN, NEW YORKGZA GeoEnvironmental, Inc.One Edgewater DriveNorwood, MA 02062Phone: (781) 278-3700 Fax: (781) 278-5701 SHALLOW GROUNDWATER CONTOURS WITH STREAMTUBESSHALLOW GROUNDWATERCONTOUR MAP WITH STREAMTUBESLEGENDNotes: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 DesignationMW-30Boring / Monitoring Installation

@?Contours Other Than 10' IntervalShallow Groundwater Contours6/1/2007 (10' Interval) 20 5"/Streamtubes 1Well NameGW ElevationI-2 50.23MW-107 116.85MW-108 9.58MW-109 9.52MW-111 9.56MW-31-49 44.09MW-32-62 42.79MW-33 10.08MW-349.87MW-35 10.03MW-36-24 8.89MW-37-22 5.51MW-383.01MW-39-67 24.85MW-40-24 59.37MW-41-40 29.87MW-42-49 34.48MW-43-28 32.75MW-44-67 33.36MW-45-42 26.43MW-46 12.80MW-47-56 21.83MW-48-23-0.08MW-49-26 1.04MW-50-42 7.24MW-51-40 50.63MW-52-11 6.04MW-53-82 9.81MW-54-35 7.43MW-55-24 8.56MW-56-53 21.04MW-57-11 9.57MW-58-26 8.03MW-59-32 1.06MW-60-35 2.19MW-62-18 0.25MW-63-18 0.14MW-65-48 28.22MW-67-39 1.32MW-660.84 U3-1 4.20 U3-2 5.34 U3-3 7.53 U3-4S 3.91U3-T14.51U3-T24.33

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.@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?@?I-2U3-3U3-2U3-1RW-1MW-67MW-66MW-37MW-36MW-35MW-34MW-33U3-4SU3-4DMW-52MW-51MW-50MW-49MW-47MW-46MW-45MW-44MW-42MW-41MW-38MW-32MW-31MW-40MW-48MW-43MW-39U3-T2U3-T1MW-65MW-62MW-60MW-59MW-57MW-56MW-55MW-54MW-53MW-30MW-64MW-61MW-63U1-CSSMW-105MW-101MW-110MW-111MW-112MW-108MW-107MW-58MW-109storageGravelGravelStorageNo AccessGrassEarthParkingAsphaltAsphalt curbAsphalt parkingAsphaltConcrete curbsConcrete curb Concr et e Co n c re t e c u rbWoodencurb A/CUNIT H andicap rampA/C uniton concr eteStone curbsAsphalt driveAsphalt parkingAsphalt parkingAsphalt parkingAsphalt curbShrubs Trans.Transformer area and switch gearStorageContainersA/C UnitsGrassConcrete curbGrassShrubsOpengrateTank A s p h a l tdri v e A s p h a l t A s p h a l tAsphaltAsphaltAspha lt As phal t A s p h a l tAsphalt driveAsphalt A s phal t Dr i v eGravelGravelTransformer yard A s p ha l t D r i v ethis AreaNo AccessAsph al t Concrete Retaining Wa llStone retaining wallGravel parkingGravel parkingAsphalt parkingAsphalt parkingConcrete curbcur b p adAsphalt curbAsphalt curbAsphalt curbGrassGravel parkingStorageStorage TankFuel Oil G r as s As phal t driveStorage unitsGravelParking lotAsphaltTank O v er head w a l kw a y C o n c r e t e c u r b A s p h a l t p a r k i n gAsphalt parkingAsphaltAsphalt A sp h a l t As ph a lt C o n c r e t e p i e rCourtyard As p h a l tRip-rap110140120130 3 0 30 40 50 3 0 40 5 0 90 70 70 80 9 0 8 0 80 90100110 11 0110 11 0120120100 70 60 7 0 80 90 6 0 80 90100100140140TransformerGravelStorage TankFuel OilTankTankTankCovered ConcreteAsphalt parkingCondensateTankTransformerson raisedConcrete PadTrans.TransformersConcrete slab T ankGrassTransformerson raisedConcrete PadTankConcreteBridge C o n c re te B ri d geStorageTankTransformerSubstation "H"TrailerTransTankStorageTankTank PitAsphaltTransTransTransStorage TanksAsphaltGrassVent pitMach.standUnit 2CondensateStorage TankLiquidNitrogenTransformersYard(Gravel)DISCHARGE OUTFAL L CANALTankGravelShrubsShru bsShrubsOverheadCraneGrass F U E L T R A N S F E R P O O L S T O R A G E P O O L S T O R A G E P O O L F A I L E D F U E L A U X. P O O L D I S A S S E M B L Y P O O L C A S K L O A D P O O L C A S K W A S H & D I S A S S E M B L Y I S O L A T I O N P I T!Transformer YardPABEast Fuel PoolWaterStorageTankFUEL POOLUNIT 2 ,1,015', 640'WEST FUELPOOLUNIT 1UNIT 3U2-C1HR-1U3-C1OUT-1TI-U2-1" 3 0" 2 0" 10" 0" 5 0 20" 4 0" 3 0" 2 0" 1 0" 0"/A L L E Y W A YNORTHERN CLEAN ZONEUNIT 1/2UNIT 2 NORTHUNIT 3 NORTHUNIT 3 SOUTHSOUTHERN CLEAN ZONE CSSUTILITY TUNNELUTILITY TUNNELH U D S O N R I V E RI:\17869\17869-10\Figures\GIS\MXD Documents\17869-10_6-20_Deep GW Contours_v10.mxdPlant North N N 50 0 50100150 25 FeetFigure No.:Job No.:Dwg. Date:Proj. Mgr.: MJBDesigned By: MJBReviewed By: MJBOperator: GAS/EMD41.0017869.101-04-2008 6.20INDIAN POINT ENERGY CENTERBUCHANAN, NEW YORKGZA GeoEnvironmental, Inc.One Edgewater DriveNorwood, MA 02062Phone: (781) 278-3700 Fax: (781) 278-5701 DEEP GROUNDWATER CONTOURSDEEP GROUNDWATERCONTOUR MAP WITH STREAMTUBESLEGENDNotes: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 DesignationMW-30Boring / Monitoring Installation

@?Deep Groundwater Contours6/1/2007 (10' Interval) 20Stream Tubes 1Well NameGW ElevationMW-30-69 11.83MW-32-140 13.11MW-37-577.20MW-39-124 23.98MW-40-81 54.96MW-41-6325.94MW-42-7835.58MW-44-10223.12MW-47-8022.29MW-51-135 39.11MW-52-645.96MW-53-1209.91 MW-54-1235.69MW-59-682.91 MW-60-550.38 MW-62-921.07MW-63-1120.03MW-65-8028.52MW-67-1052.10

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