ML12338A617

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
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

United States Nuclear Regulatory Commission Official Hearing Exhibit Entergy Nuclear Operations, Inc.

In the Matter of:

(Indian Point Nuclear Generating Units 2 and 3) v.....t.p..Po REGli ASLBP #: 07-858-03-LR-BD01 l"~(.q>>o.,,~ Docket #: 05000247 l 05000286 Exhibit #: ENT00331F-00-BD01 Identified: 10/15/2012 ENT00331F Submitted: March 29, 2012

~ ~ Admitted: 10/15/2012 Withdrawn:

~ '/

/"'1) r$-'" Rejected: Stricken:

©2007 - GZA GeoEnvironmental. Inc. ""** .... " Other:

!I

~

..- 6m PROJ MGR: MJB

u "'l z INDIAN POINT ENERGY CENTER

0) rTI Q) p DESIGNED BY: JDR

~

BUCHANAN. NEW YORK GZ)

• 0) REVIEWED BY: MJB GZA GeoEnvironmental, Inc.

..-. CO o . OPERATOR: JDR ONE EDGEWATER DRIVE 0

TRANSMISSIVE FRACTURE LOCATIONS DATE: 08-06-2007 NORWOOD, MA 02062 Ph.: ~781 ~ 278-3700 LOW TRANSMISSIVITY Fax: 781 278-5701

ell< In<:,

....CI>

INDIAN POINT ENERGY CENTER BUCHANAN. NEW YORK TRANSMISSIVE FRACTURE LOCATIONS

~~=  ::

PROJ",,",

OPERATOR, WB

~

JDR GZA GeoEnvironmental*

ONE EDGEWATER ORNE NOftWOOO, 1M 02002 Ph., (781) 278- 3700 o MODERATE TRANSMISSIVITY DATE< 08-06-2007 rOle (751) 278-'701

GZA In<:,

INDIAN POINT ENERGY CENTER WB BUCHANAN, NEW YORK I DESIGNED BY: JDR REVIEWED BY: WB GZA GeoEnvironmental.

...o TRANSMISSIVE FRACTURE LOCATIONS HIGH TRANSMISSIVITY OPERATOF DATE:

JDR 08-06-2007 ONE EDGEWATER DRIVE NORWOOD, ' " 02062 Ph .: {781l 278-3700 fox: {781 278-5701

GZA In<:,

__ MGR: WB INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK IDESIGNED BY: JDR REVIEWED BY: WB GZA GeoEnvironmental.

...o FRACTURE STRIKE ORIENTATION AT ELEVATION 10 DATE:

JDR 08-06-2007 ONE EDGEWATER DRIVE NORWOOD, ' " 02062 Ph .: {781l 278-3700 fox: {781 278-5701

GZA In<:,

__ MGR: WB INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK IDESIGNED BY: JDR REVIEWED BY: WB GZA GeoEnvironmental.

...o FRACTURE STRIKE ORIENTATION AT ELEVATION -100 DATE:

JDR 08-06-2007 ONE EDGEWATER DRIVE NORWOOD, ' " 02062 Ph .: {781l 278-3700 fox: {781 278-5701

dri Asphalt parking Gravel parking a MW-112 l par ph Grave lt As Asphalt curb Fuel Oil Fuel Oil Aspha alt lt Storage Tank Storage Tank p h @

?

rb rb As cu Grass e

g Storag kin As Gr AMBIENT AND PUMPING GROUNDWATER CONTOURS WITH TIDAL RESPONSE AND TEMPERATURE Concrete cu Asphalt curb ph a lt as s

Asphalt curb ,

10 ,

g Well ID rking Tidal Response, ft* Temperature °F Well ID Tidal Response, ft* Temperature °F 0

MW-30-74 Gravel pa 0 68 MW-52-12 0.2395 72 MW-107 MW-101 130 Gravel parkin MW-30-75 0 68 MW-53-82 0.144 69 1015' Earth 125 140 124 MW-105 MW-30-87 MW-53-120 0.1895 63 @

? @

Parking

? 120 640' MW-30-88 0 68 MW-54 0.7 70 140 @

?

MW-31-53 0 64 MW-55-24 0.234 67 ing 140 MW-31-68 0 64 MW-55-35 0.1925 67 MW-31-89 0 64 MW-55-54 0.3405 67 Asphalt park Storage Gravel MW-32-62 0 65 MW-56 0 63 Grass storage MW-32-93 0 65 MW-57-11 0.2115 69 arking Gravel No Access ing MW-32-120 MW-57-20 0.214 69 Asphalt p MW-32-141 0 65 MW-57-45 0.288 69 Storage units Asphalt park MW-110 MW-32-162 65 MW-58-26 0.269 64 Asphalt 111 MW-32-199 0 65 MW-58-65 0.734 64 @

?

MW-33 0.027 63 MW-59-31 e 2.8755 75 MW-34 0.05 63 MW59-45 3.21 75 MW-35 0.05 62 MW59-68 3.1095 75 rb Asphalt driv cu LEGEND MW-36-26 0.4615 87 MW-60 1.9545 58 MW-36-41 0.3785 85 MW-61 Gravel parkingMW-36-53 0.3485 67 MW-62-38 1.335 66 bs C rb Wooden Probable Legacy Release Locations Stone curbs Sh on 120 MW-37-22 0.142 86 MW-63-19 2.226 60 ru cr 120 Concrete cu et MW-37-32 0.188 85 MW-63-35 60 e 110 cu 10 Terminated Connection To Storm Drain MW-37-40 0.115 85 MW-65 0 60 10 rb 0 MW-37-57 0.42 85 MW-66 0 Sh rub 0 100 120 s

MW-38 2.9515 77 T1-U1-1 90 11 Footing / Storm Drain Exfiltration 90 110 MW-39 0 58 T1-U1-2 80 110 MW-40 0 55 MW-101 p 0 Inter-Structure Joint / Mud Mat m

rbs MW-41-15 MW-103 ra 90 11 a p ic A Containment Spray Sump Trench MW-41-42 0 62 MW-104 nd on /C Ha co un bs Concrete cu n it MW-41-64 0 64 MW-105 pa cret d e Sh ru MW-42-51 0 60 MW-107 Sh Unit 1 West Fuel Pool rub s

MW-42-79 0 60 MW-108 0 69 MW-43-28 0 59 MW-109 Transformer 0 69 Unit 2 Fuel Pool Concrete MW-43-62 0 59 MW-110 Parking lot MW-44-67 0 60 MW-111 0.027 66A/C Grass curb UNIT MW-44-104 0 61 MW-112 Water Level Data MW-45-43 0 64 U3-1 0.726 85 Asphalt MW-50 MW-45-62 0 64 U3-2 0.388 78 As Boring / Monitoring Installation Designation ph MW-46 0 68 U3-3 0.063 76 a lt A

Covered Concrete MW-47-56 0 61 U3-4D 0.173 92 Shrubs 100%

MW-47-80 0 60 U3-4S 0.5913 104.9 5.3 MW-48-23 3.835 74 U3-T1 0.3045 81 70 Response To Grass 3.3 River Tide MW-48-38 3.465 66 U3-T2 0.527 91 MW-49-25 2.8615 68 I-2 0 55 0%

As MW-49-42 2.8045 68 OUT-1 3.835 104 80 ph al Asphalt t

MW-49-65 2.657 67 U2-C1 3.835 101 Grass MW-50-42 0.572 75 U3-C1 3.835 102 Tidal Response As % of River Tide 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 Ambient G.W. Piezometric Elevation (ft); 10/31/06 Transformer Asphalt drive Substation "H" Asphalt Asphalt Grass Temperature °F Concrete curb Tank No Temperature Data Asphalt 34.6 @

?

Trans MW-65 Storage Tank < 60.00 Tank MW-51 Tank Asphalt parking

? 60.01 - 65.00 43.8 STORAGE POOL 65.01 - 70.00 East Fuel Pool Trailer Tank 20 TUNNEL CASK WASH & DISASSEMBLY ISOLATION PIT CASK LOAD POOL

" 70.01 - 75.00 West STORAGE 80 MW-39 DISASSEMBLY POOL POOL 13 Fuel FUEL 75.01 - 80.00 TRANSFER POOL Asphalt Pool FAILED FUEL 0.1 AUX. POOL

?

25.1 Containers 80.01 - 85.00 e Tank iv Dr MW-41 MW-43 85.01 - 90.00 Tank Pit 33.1 45.9 @

? Tank Water Storage MW-42

? 90.01 - 95.00 lt Tank Tank Concrete curb Asp Storage @

? Asphalt ha Tank 34.5 32.1 A/C Units 10.3 35.1 UTILITY 95.01 - 100.0 Drive 48.0 33.7 100.1 - 105.0 37.1 Unit 2 90 Condensate 47.3 Unit 1 Transformers Storage Tank 8.3 on raised 1.0 Concrete Pad 44.3 Asphalt MW-45 ha Asphalt Asp lt MW-31 Storage 36.7 @

? Groundwater Elevation Contours a @

? 34.9 ph 8.3 As MW-47 lt 28.7 20 Ambient "Watertable" Contours (10' Interval) - 10/31/06 MW-44 I-2 33.4 10 @ MW-32

? @

? @ 5 Liquid 39.4  ? Ambient "Watertable" Contours (Contours other than 10' Interval) - 10/31/06 Fuel Pool

? Nitrogen 20 52.8 Tank MW-53 PAB RW-1 70 @

? 27.3 Predicted Steady State Capture Zone @ 4 GPM 90 MW-30 @!

? . @

? 28.4 80 WAY Courtyard 10.9 MW-56 ALLEY 10 11.9 Transformers Asphalt GW Drawdown Contours Transformers on raised Condensate 80 Concrete slab Asphalt parking Concrete Pad Tank 70 10.9 11.0 Note:

Asphalt Contours developed from limited data available between 60 10/31/2006 and 11/8/2006. Actual elevations may vary CSS TRENCH Transformer area and switch gear U1-CSS 70 from conditions shown and the actual distribution of piezometric heads is likely more complex than indicated.

MW-33 Trans MW-35 Storage Tanks MW-34 @ MW-46

?

Stone retaining wall @

? @

? @

? Gravel @

? 15.1 11.1 11.4 11.3 Unit 3 Unit 2 CSS Spray Containment Plume1 Data 50 Sump (SCS)

Open grate Bounding Sr-90

? @ MW-40

?

Trans 58.3 TUNNEL 10.2 MW-111 Mach.

stand > 2 pCi/L 40 Gravel 50 Bounding H3 Transformer yard 30 30 Gravel 8.1 MW-57

> 5,000 pCi/L Trans 7.4 a lt 6.8

? Vent pit sph @

? 11.3 Note:

A Transformer Yard MW-55 6.7 6.8 MW-54 MW-36 11.0 MW-108 40 1. H3 and Sr-90 bounding isopleths / data represent upper bound values dr ive @

? " measured over both depth and time (available results for sample dates 2.6 5.8 5.8 @

? @

?

10.6 UTILITY Trans. through 8/28/2007). As such, the "plumes" are an overstatement of Turbine Generator Building 1

@ U2-C1

?

Concrete Retaining Wall contaminant levels actually existing on-site at any time.

7.9 2. Base map was developed from an untitled electronic file provided by Badey & Watson Surveying and 8.4 @

? Asphalt MW-37 30 Engineering, P.C., Dated 2/3/06; CAD file name: GZA.dwg.

? 6.8 6.3 4.6 3. Additional legend on Figure 1.3.

5.3 MW-109 MW-52 Turbine Generator Building 2 MW-58 ?

? U3-T1 5.3 @

? Turbine Generator Building 3 Asphalt 3.3 7.9 4.6 U3-T2 @

?

8.4 5.0 20

? @

U3-3 ? 5.1 "

?

MW-50 MW-64 Trans.

@ U3-2

?

Overhead Crane 60 @

? 4.4 3.6 3.4 U3-C1 0

? 2.4

? Asphalt MW-59 @

U3-1 ? @?

? @ U3-4S 50 0.3 MW-49 U3-4D 50 Transformers 0.8 Yard

" 10 40 (Gravel) 0.7 Concrete 40 MW-67 1.9 Bridge DISCHARGE

" 30 CANAL Asphalt parking 1.0 30

? Tank C o

" B nc 5 ri r "

@ d et 20 MW-63

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" MW-66 1.7 10 @

? @ @

5 0.8 @?

?  ? Overhead walkway

" " MW-60 0.3 MW-62 MW-48 MW-61

?

1.0 MW-38 50 25 0 50 100 150 200 1.3

? Feet 0.8 HR-1 2.7 Rip-rap OUT-1 GZA GeoEnvironmental, Inc.

One Edgewater Drive OUTFALL @

? Norwood, MA 02062 2.9 No Access Phone: (781) 278-3700 Fax: (781) 278-5701 this Area Concrete pier INDIAN POINT ENERGY CENTER Plant North N BUCHANAN, NEW YORK N  !

AMBIENT AND PUMPING GROUNDWATER HUDSON RIVER CONTOURS WITH TIDAL RESPONSE AND TEMPERATURE Dwg. Date: Figure No.:

Proj. Mgr.: MJB 1-04-2008 Designed By: MJB Reviewed By: MJB Job No.:

Operator: GAS/EMD 41.0017869.10 6.15 J:\17,000-18,999\17869\17869-10.DW\Figures\GIS\MXD Documents\17869-10_6-15_Tidal Response Plan_v10.mxd

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2.15 4.3 (meqll) 1\ 5.5 5.5 11 (meqll) 7".5 3.75 "

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PROJECT NO_

"THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORNAT. CUENT 17869.10

~ " r ,

"",y BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON 3.7 1.85 1.85 3.7 (meqll) MAGNETIC MEDIA fOR HIS/HER INFORMATION AND USE fOR SPECIFIC FIGURE NO_

I 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.

1 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.

§

~

I

'8 "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'(

THIS DOCUMENT IN MAGNETIC WEDIA FORMAT, CUENT AGREES TO ACCEPTING INDEIIINIFY AND HOLD HARWLESS GZA GEOENIIIRONIIIENTAL. INC. FROIII 6.16 ALL ClAIlIIS FOR DNoIAGES, LOSSES AND EXPENSES ARISING OUT OF OR

@ RESULTING FROhI lHE USE OR IllISUSE Of lHlS ELECIllONIC DOCUIIIENT.*

GZA-J:\ 17,000-18,999\ 17869\17869 10.QW\F1gullIs\CAD\fi 16_Stlff Dlagrams.dwg [Layout1] JanlKlry 04, 200B 3:26am EJaJne.Oanooue

l Grass l p ha dr Gravel ive ha As p t As Gravel parking t cu Asphalt parking 1 rb al ng l r ki MW-112 par sph Grave lt A pa Fuel Oil Fuel Oil Aspha t

Asphalt curb Well Name GW Elevation halt Storage Tank Storage Tank rb p cu

?

As rb I-2 50.23 Grass e

g Storag Concrete cu MW-107 MW-108 116.85 9.58 kin SHALLOW GROUNDWATER CONTOURS Asphalt curb Asph a lt Gr as s

MW-109 9.52 MW-111 9.56 Asphalt curb MW-31-49 44.09 10 g MW-32-62 42.79 0 ,

rking MW-33 10.08 ,

Gravel parkin Gravel pa MW-34 9.87 MW-107 MW-101 1,015' 130 Earth @

? 140 MW-35 10.03 Parking

? MW-105 640' MW-36-24 8.89 140 @

?

MW-37-22 5.51 ing 140 MW-38 3.01 Asphalt park Storage Gravel Grass storage MW-39-67 24.85 arking Gravel MW-40-24 59.37 ing Asphalt p No Access MW-41-40 29.87 Asphalt park Storage units MW-42-49 34.48 Asphalt MW-110 MW-43-28 32.75 @

?

MW-44-67 e 33.36 rb MW-45-42 Asphalt driv 26.43 cu MW-46 12.80 MW-47-56 21.83 bs C rb Wooden Stone curbs Sh on 120 MW-48-23 -0.08 ru cr Concrete cu et e

110 120 MW-49-26 1.04 cu 10 MW-50-42 7.24 10 bs rb 0 100 0 Sh 0 120 ru MW-51-40 50.63 90 11 90 110 MW-52-11 6.04 80 110 MW-53-82 9.81 p 0

m rbs ra 90 11 ap A MW-54-35 7.43 ic on /C nd Ha co un bs Concrete cu MW-55-24 8.56 n it pa cret Sh d e ru LEGEND MW-56-53 21.04 Sh rub s

MW-57-11 9.57 Transformer MW-58-26 8.03 Concrete Parking Boringlot/ Monitoring Installation Designation MW-59-32 1.06 A/C Grass UNIT curb MW-60-35 2.19 MW-30 Asphalt MW-62-18 0.25 As @ Boring / Monitoring Installation ph  ?

MW-63-18 0.14 a lt Covered Concrete MW-65-48 28.22 Shrubs MW-66 0.84 70 20 Shallow Groundwater Contours U3-1 4.20 Grass 6/1/2007 (10' Interval)

U3-2 5.34 As U3-3 7.53 80 ph al Asphalt 5 t Contours Other Than 10' Interval Grass U3-4S 3.91 U3-T1 4.51 A A' Unit 2 Cross Section Location (See Figure 9.1 and 6.18)

U3-T2 4.33 Transformer Asphalt drive Substation "H" Asphalt Asphalt B B' Unit 1 Cross Section Location (See Figure 9.2)

Grass Concrete curb MW-65

@ Tank Asphalt

?

Trans Storage Tank Notes:

Tank B MW-51 1. Shallow groundwater, on average, exists in the overburden and top Tank Asphalt parking 40 feet of bedrock.

?

STORAGE POOL East Fuel Pool 2. Groundwater contours represent measured groundwater elevations Trailer TUNNEL 20 Tank CASK WASH & DISASSEMBLY ISOLATION PIT on 6/1/2007 at low river tide.

CASK LOAD POOL WEST 80 STORAGE DISASSEMBLY POOL FUEL POOL 13 3. Base map was developed from an untitled electronic file provided by FUEL TRANSFER POOL POOL Asphalt " @ MW-39 FAILED FUEL AUX. POOL

? Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD Containers file name : "GZA.dwg".

e Tank iv Dr MW-43 4. Additional legend on Figure 1.3.

Tank Pit MW-41 Water @ Tank MW-42  ? @

?

lt Storage Tank Concrete curb Asp Storage @

? Asphalt ha Tank Tank UTILITY A/C Units Drive 50 25 0 50 100 150 Unit 2 90 Condensate UNIT 1 Transformers Feet Storage Tank on raised Concrete Pad Asphalt ha Asphalt Asp A MW-45 lt Storage @

?

a @

MW-31 ?

ph As lt TI-U2-1 MW-47 ? MW-44 I-2 @ MW-32

? @

?

Liquid FUEL POOL

? Nitrogen MW-56 Tank MW-30

/ 70 MW-53

? 80 90 @!

? . RW-1 PAB @

? WAY Courtyard ALLEY Asphalt Transformers Transformers on raised Condensate 80 Concrete slab Asphalt parking 70 Concrete Pad Tank Asphalt 60 Transformer area and switch gear 70 MW-46 MW-34 MW-35 MW-33 Trans Storage Tanks @

?

Stone retaining wall Gravel

@ ?

? @

@ ? @

U1-CSS ?

UNIT 3 UNIT 2 CSS 50 MW-111 Open MW-40 grate

? @

?

Trans Mach.

TUNNEL stand 40 Gravel 50 Transformer yard 30 30 Gravel MW-57 Trans MW-55 @

?

a lt Vent pit sph @

?

A Transformer Yard MW-108 40 dr ive MW-36 U2-C1 @

? "

? MW-54 @

?

? Trans.

UTILITY Concrete Retaining Wall MW-52 MW-37 ?

Asphalt 30

? "

MW-109

@ U3-T2 MW-58 ?

?

? U3-T1 Asphalt MW-64

?

U3-3? 20 MW-50? @

? "

Trans.

@ U3-2

?

Overhead Crane 60 MW-59 U3-C1 @

?

MW-49 @

?

50 @

? Asphalt @

U3-1 ? @

U3-4D?

@ U3-4S

?

50 Transformers Yard

" 10 40 (Gravel) "

Concrete 40 30 MW-67 Bridge DISCHARGE Asphalt parking

" CANAL 30

? Tank C o

" B nc 5 ri r "

@ d et 20 MW-66 MW-62 MW-63 ? ge e

" MW-60 10 @

? @ @

5 @?

?

MW-61

? Overhead walkway

" " MW-48

?

MW-38 HR-1 @

?

B' @

? Rip-rap GZA GeoEnvironmental, Inc.

One Edgewater Drive OUTFALL Norwood, MA 02062 A' No Access Phone: (781) 278-3700 Fax: (781) 278-5701 this Area Concrete pier OUT-1

? INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK Plant North N SHALLOW GROUNDWATER N HUDSON RIVER CONTOURS Proj. Mgr.: MJB Dwg. Date: Figure No.:

Designed By: MJB 1-04-2008 Reviewed By: MJB Job No.:

Operator: GAS/EMD 41.0017869.10 6.17 I:\17869\17869-10\Figures\GIS\MXD Documents\17869-10_6-17_Shallow GW Contours_NO Stream Tubes_v10.mxd

ph Grass e p As dr Gravel As alt iv 1 lt Gravel parking ha cu Asphalt parking p rb Asp ph ng MW-112 l As rki Grave lt t a Fuel Oil Fuel Oil Aspha al in Asphalt curb

@ Storage Tank Storage Tank Well Name GW Elevation ark cu

?

rb I-2 50.23 h a lt p rb SHALLOW GROUNDWATER CONTOURS Grass lt ss Storag e

g ha Gr Concrete cu MW-107 116.85 As a Asphalt curb p MW-108 9.58 MW-109 9.52 MW-111 9.56 WITH STREAMTUBES Asphalt curb MW-31-49 44.09 10 0 ,

g rking MW-32-62 42.79 Gravel pa MW-33 10.08 Gravel parkin MW-34 9.87 MW-107 MW-101 1,015' 130 Earth @

? 140 MW-35 10.03 Parking

? MW-105 640' MW-36-24 8.89 U 140 @

?

ing 140 MW-37-22 5.51 MW-38 3.01 Asphalt park Storage Gravel 3 Grass storage MW-39-67 24.85 arking Gravel MW-40-24 59.37 ing Asphalt p IT No Access MW-41-40 29.87 Asphalt park Storage units MW-42-49 34.48 N Asphalt MW-110

?

MW-43-28 32.75 U MW-44-67e 33.36 r b MW-45-42 Asphalt driv 26.43 cu MW-46 12.80 H I T MW-47-56 21.83 N s

Stone curbs MW-48-23 -0.08 rb Wooden ub C on T 120 Sh c r

MW-49-26 1.04 Concrete cu re t e R 110 120 cu 10 0

MW-50-42 7.24 10 0 ub s

rb O S 100 120 MW-51-40 50.63 Sh r

90 N 0 90 2 11 3 MW-52-11 6.04 / 80 110 110 MW-53-82 9.81 p

1 0 m

rbs ra 90 11 MW-54-35 7.43 p MW-55-24 Concrete cu 8.56 Ha n di ca T A on /C co u n s U

n it MW-56-53 21.04 I pa cret d e Sh r

ub O LEGEND Sh r

MW-57-11 9.57 N ub s

H Transformer MW-58-26 8.03 U Concrete T Parking Boringlot

/ Monitoring Installation Designation MW-59-32 1.06 A/C Grass UNIT curb MW-60-35 2.19 MW-30 MW-62-18 0.25 Asphalt MW-63-18 0.14 As @ Boring / Monitoring Installation ph  ?

al MW-65-48 28.22 t Covered Concrete MW-67-39 1.32 Shrubs MW-66 0.84 70 20 Shallow Groundwater Contours Grass U3-1 4.20 6/1/2007 (10' Interval) al U3-2 5.34 t 80 h As Asphalt 5 p Contours Other Than 10' Interval U3-3 7.53 Grass SO U3-4S 3.91 U3-T1 4.51 U3-T2 4.33 Streamtubes Asphalt drive Transformer Substation "H" Asphalt Asphalt U T Grass Concrete curb MW-65 Tank Asphalt

? N Trans Storage Tank Tank MW-51 R

Asphalt parking 2 Tank

? H E IT STORAGE POOL East Fuel Pool TUNNEL Trailer Tank Notes:

CASK WASH & DISASSEMBLY ISOLAT ION PIT 20 CASK LOAD POOL N WEST 80 L 1. Shallow groundwater, on average, exists in the overburden and top STORAGE DISASSEMBLY POOL U Asphalt POOL FUEL POOL FUEL TRANSFER POOL 13

" C 40 feet of bedrock.

FAILED F UEL AUX. POOL

@ MW-39

?

Containers

2. Groundwater contours represent measured groundwater elevations e Tank on 6/1/2007 at low river tide.

iv Dr H MW-43 E A Tank Pit MW-41 Water 3. Base map was developed from an untitled electronic file provided by Tank ha lt T MW-42 Storage Concrete curb Asphalt Tank

? @

? Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD sp Storage @

?

R UTILITY A Tank Tank file name : "GZA.dwg".

A/C Units O Drive Z O

4. Additional legend on Figure 1.3.

Unit 2 Condensate N UNIT 1 Transformers 90 N Storage Tank on raised Concrete Pad A

Asphalt sp Asphalt ha MW-45 E 50 25 0 50 100 150 lt Storage @

?

As @

MW-31 ? N Feet ph alt TI-U2-1 MW-47 ? MW-44 I-2 @ MW-32

? @

?

Liquid FUEL POOL

? Nitrogen MW-56 Tank MW-30

/ 70 MW-53

? 80 90 @!

? . RW-1 PAB @

? WAY Courtyard A LL EY Asphalt Transformers Transformers on raised Condensate 80 Concrete slab Asphalt parking 70 Concrete Pad Tank Asphalt 60 Transformer area and switch gear 70 MW-46 MW-34 MW-35 MW-33 Trans Storage Tanks @

?

Stone retaining wall Gravel

@ ?

? @

@ ? @

U1-CSS ?

UNIT 3 UNIT 2 CSS 50 MW-111 Open MW-40 grate

? @

?

Trans TUNNEL Mach.

stand 40 Gravel 50 Transformer yard 30 30 Gravel MW-57 p Trans MW-55 @

?

As Vent pit ha

?

lt Transformer Yard MW-108 40 iv "

dr MW-36 U2-C1 @

e

? @

? MW-54 UTILITY  ?

? Trans.

Concrete Retaining Wall MW-52 MW-37 ?

Asphalt 30

? "

MW-109 U3-T2 MW-58 @

?

?

? U3-T1 Asphalt MW-64

?

U3-3? 20 MW-50 ? @

? "

N Trans .

@ U3-2

?

Overhead Crane R E 60 MW-59 U3-C1 @

?

MW-49 E N @

?

H O 50 @

? Asphalt @

U3-1 ? U3-4D?

@ U3-4S

@?

50 Transformers Yard

" T 10 40 (Gravel)

Z MW-67 Concrete DISCHARGE 40 30 Bridge R N CANAL Asphalt parking 30

? Tank C o

B nc 5 O

20 MW-66 MW-63 ?

ri r d et ge e

" MW-60 MW-62 10 @

? @

5 @?

?

MW-61

? Overhead walkway

" " MW-48 N LEA C @

?

MW-38 HR-1 @

?

? Rip-rap GZA GeoEnvironmental, Inc.

One Edgewater Drive OUTFALL Norwood, MA 02062 No Access Phone: (781) 278-3700 Fax: (781) 278-5701 this Area Concrete pier OUT-1

? INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK Plant North N SHALLOW GROUNDWATER N HUDSON RIVER CONTOUR MAP WITH STREAMTUBES Proj. Mgr.: MJB Dwg. Date: Figure No.:

Designed By: MJB 1-04-2008 Reviewed By: MJB Job No.:

Operator: GAS/EMD 41.0017869.10 6.19 I:\17869\17869-10\Figures\GIS\MXD Documents\17869-10_6-19_Shallow GW Contours_v10.mxd

ph Grass e p As dr Gravel As alt iv lt Gravel parking ha cu Asphalt parking p rb Asp ph ng MW-112 1 l As rki Grave lt t a Fuel Oil Fuel Oil Aspha al in Asphalt curb

@ Storage Tank Storage Tank rb ark cu

?

lt p rb e a

Concrete cu h g

DEEP GROUNDWATER CONTOURS Grass As ha lt Gr ss a

Storag Asphalt curb p Asphalt curb 10 g rking Well Name GW Elevation 0 ,

Gravel pa MW-30-69 11.83 Gravel parkin MW-107 MW-101 1,015' 130 MW-32-140 13.11 Earth @

? 140 Parking

? MW-105 640' MW-37-57 7.20 140 @

?

ing 140 MW-39-124 23.98 Asphalt park T Storage Gravel MW-40-81 54.96 Grass storage arking NI Gravel MW-41-63 25.94 No Access ing Asphalt p MW-42-78 35.58 Asphalt park U Storage units Asphalt MW-110 MW-44-102 23.12 @

?

e N MW-47-80 22.29 r b Asphalt driv cu 3 T MW-51-135 39.11 I MW-52-64 Stone curbs 5.96 rb Wooden ub s C on 120 N

Sh c MW-53-120 9.91 Concrete cu r re t e 110 H U 120 cu 10 T MW-54-123 5.69 10 s rb 0 100 0 ub R 0 120 Sh 90 MW-59-68 2.91 r 11 90 110 2 80 O 110 H MW-60-55 0.38 p

/ 0 m

rbs ra T 90 11 p

MW-62-92 1.07 Concrete cu Ha n di ca A on /C co u n 1 s n

pa cret d

it e Sh ub U

MW-63-112 0.03 r IT Sh r

O LEGEND ub s

MW-65-80 28.52 N S Transformer Concrete MW-67-105 2.10 U Parking Boringlot

/ Monitoring Installation Designation A/C Grass UNIT curb 3

MW-30 Asphalt As @ Boring / Monitoring Installation ph  ?

al t Covered Concrete Shrubs 70 20 Deep Groundwater Contours Grass 6/1/2007 (10' Interval) al t

80 h As Asphalt p

Grass O Stream Tubes S

Transformer Asphalt drive Substation "H" Asphalt Asphalt Grass U T Concrete curb MW-65 Tank Asphalt

?

Trans Storage Tank H E Tank MW-51 Tank Asphalt parking Notes:

2 @

? N STORAGE TUNNEL T POOL East Fuel Pool 20 R 1. Deep groundwater, typically 40 feet below the groundwater table.

Trailer Tank CASK WASH & DISASSEMBLY ISOLAT ION PIT I CASK LOAD POOL

2. Groundwater contours represent measured groundwater elevations N WEST 80 STORAGE DISASSEMBLY POOL POOL FUEL on 6/1/2007 at low river tide.

FUEL TRANSFER POOL POOL U Asphalt FAILED F UEL AUX. POOL

@ MW-39

? E Containers L 3. Base map was developed from an untitled electronic file provided by e Tank Badey & Watson Surveying and Engineering, P.C., Dated 2/3/06; CAD iv Dr MW-43 C file name : "GZA.dwg".

Tank Pit MW-41 H Water UTILITY

@ Tank MW-42  ? @

?

lt Storage 4. Additional legend on Figure 1.3.

Tank sp A

ha T Storage Tank

? Tank Concrete curb Asphalt A N A/C Units R Drive Unit 2 O 90 Condensate UNIT 1 Transformers O

on raised Storage Tank N Concrete Pad Z

A Asphalt 50 25 0 50 100 150 sp Asphalt ha MW-45 Feet lt Storage @

?

As @

ph alt MW-31 ?

N E TI-U2-1 MW-47 ? MW-44 I-2 30 @ MW-32

? @

?

Liquid FUEL POOL Nitrogen

? " MW-30 MW-56 Tank "

/ 70 MW-53

? 80 90 @!

? . RW-1 PAB @

? WAY Courtyard ALL EY Asphalt Transformers Transformers on raised Condensate 80 Concrete slab Asphalt parking 70 Concrete Pad Tank Asphalt 60 Transformer area and switch gear 70 MW-46 20 MW-34

" MW-33 MW-35 Trans Storage Tanks @

?

Stone retaining wall Gravel

@ ?

? @

@ ? @

U1-CSS ?

UNIT 3 UNIT 2 CSS 50 MW-111 Open MW-40 grate

? @

?

Trans Mach.

stand 40 50 Gravel TUNNEL "

Transformer yard 30 30 Gravel "10 MW-57 p Trans MW-55 @

?

As Vent pit 40 ha

? "

lt Transformer Yard iv MW-108 dr MW-36 U2-C1 @

e

? @

? MW-54  ?

? UTILITY Trans.

Concrete Retaining Wall 30 MW-52 MW-37 ?

Asphalt

?

MW-109 U3-T2 MW-58 @

?

?

? U3-T1 Asphalt MW-64

? 20 MW-50 ? @

U3-3? "

?

N Trans .

@ U3-2

?

Overhead Crane R E 60 MW-59 U3-C1 @

?

E MW-49 @

? 10 U3-4S N 50 @

? Asphalt @

U3-1 ? U3-4D?

@? "

Transformers H O Yard (Gravel)

T 40 Concrete Z 30 MW-67 Bridge DISCHARGE Asphalt parking R CANAL

? Tank C o

B nc O N @

MW-63 ?

ri r d et ge e MW-66 MW-62 MW-60

? @

@?

? @

? "0 MW-61 Overhead walkway MW-48 N LEA C @

?

0 MW-38 HR-1 @

?

? Rip-rap GZA GeoEnvironmental, Inc.

One Edgewater Drive OUTFALL Norwood, MA 02062 No Access Phone: (781) 278-3700 Fax: (781) 278-5701 this Area Concrete pier OUT-1

? INDIAN POINT ENERGY CENTER BUCHANAN, NEW YORK Plant North N DEEP GROUNDWATER N HUDSON RIVER CONTOUR MAP WITH STREAMTUBES Proj. Mgr.: MJB Dwg. Date: Figure No.:

Designed By: MJB 1-04-2008 Reviewed By: MJB Job No.:

Operator: GAS/EMD 41.0017869.10 6.20 I:\17869\17869-10\Figures\GIS\MXD Documents\17869-10_6-20_Deep GW Contours_v10.mxd