NC0004978_FINAL_Marshall_CSA_Figures_2018_20180129

2018 Comprehensive Site Assessment Update January 2018
Marshall Steam Station SynTerra

FIGURES

Note: It is herein noted that Duke Energy is not waiving the right to a
compliance boundary(s) to the full extent set out in the law or attempt to
impair the Department’s ability to change the compliance boundary(s) in the
future, if circumstances warrant.

148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
TODD PLATING
DATE:BENJAMIN YOUNG
ES1
12/12/2017
01/15/2018 9:09 AM P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\3DCSM\Marshall_3D_ES1.dwg
FIGURE ES-1
APPROXIMATE EXTENT OF IMPACTS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
CAROLINAS
GENERALIZED GROUNDWATER FLOW DIRECTION
DUKE ENERGY PROPERTY BOUNDARY SHERRILL FORD RDVISUAL AID ONLY -
DEPICTION NOT TO SCALE
DEEP
ASH BASIN WASTE BOUNDARY
NORTH
APPROXIMATE LANDFILL WASTE BOUNDARY
LEGEND
NOTE:
1.OCTOBER, 2016 AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON
SEPTEMBER 18, 2017. AERIAL DATED OCTOBER 28, 2016.
2.STREAMS OBTAINED FROM AMEC FOSTER WHEELER NRTR, MAY 2015.
3.GENERALIZED GROUNDWATER FLOW DIRECTION BASED ON SEPTEMBER 11, 2017
WATER LEVEL DATA.
4.PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY.
5.GENERALIZED AREAL EXTENT OF MIGRATION REPRESENTED BY NCAC 02L
EXCEEDANCES OF MULTIPLE CONSTITUENTS IN MULTIPLE FLOW ZONES.
WATER SUPPLY WELL LOCATION
BEDROCK
AREA OF CONCENTRATION IN GROUNDWATER
ABOVE NC2L (SEE NOTE 5)
STREAM WITH FLOW DIRECTION
LAKE NORMAN
MARSHALL
STEAM
STATION
ASH
LANDFILL
(PHASE I)
C&D
LANDFILL
ASBESTOS
LANDFILL
INDUSTRIAL
LANDFILL #1
FGD
RESIDUE
LANDFILL
HIG
H
W
A
Y
150
ISLAND POINT RD
APPROXIMATE STRUCTURAL FILL BOUNDARY
SHALLOW
PV
STRUCTURAL
FILL
ASH
BASIN
ASH BASIN
ASH LANDFILL
(PHASE II)
ACCESS ROAD
STRUCTURAL FILL
BORROW
AREA
01/18/2018 12:02 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\DWG\DE MARSHALL FIG 1-1 (SITE LOC MAP).dwg
FIGURE 1-1
SITE LOCATION MAP
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
8320 NC HIGHWAY 150 E
TERRELL, NORTH CAROLINA
LAKE NORMAN
SURFACE IMPOUNDMENT BOUNDARY
GRAPHIC SCALE
1000
IN FEET
0 1000 2000
MARSHALL STEAM
STATION PARCEL LINE
SOURCE:
USGS TOPOGRAPHIC MAP OBTAINED FROM THE USGS STORE AT
http://store.usgs.gov/b2c_usgs/b2c/start/%%%28xcm=r3standardpitrex_prd%%%29/.do
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
TODD PLATING
DATE:JOHN CHASTAIN
FIG 1-1 SITE LOCATION
01/18/2018
MARSHALL
STEAM STATION
FGD LANDFILL
PERMIT NO. 1809
DRY ASH LANDFILL
(PHASE I)
PERMIT NO. 1804
DRY ASH LANDFILL
(PHASE II)
PERMIT NO. 1804
PV STRUCTURAL
FILL
INDUSTRIAL LANDFILL NO. 1
PERMIT NO. 1812
ASH BASIN
LAKE NORM AN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILLBEATTY RDMARSHALL RD
GREENWOOD RD
S
H
E
R
R
IL
L
S F
O
R
D

R
D
NOT ES:
1. IT IS HERE IN NOTED THAT DUKE E NERGY IS NOT WAIVING THE RIGHT TO ACOMPLIANCE BOUNDARY(S ) TO T HE FUL L EXTENT SET OUT IN THE LAW OR ATTEMPTTO IMPAIR THE DEPARTMENT'S ABILITY TO CHANGE THE COMPLIANCE BOUNDARY(S)IN T HE FUT URE, IF CIRCUMSTANCES WARRANT.
2. PROPERTY BOUNDA RY PROVIDED BY DUKE ENERGY CAROLINAS.
3. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
4. DRAW ING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 2-1MARSHALL PLANT VICINITY MAPMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/03/2018
148 R IVER STRE ET, SUITE 220GREENVILLE, S OUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Du ke En erg y P ro g re ss.1026\0 0 GIS BA SE DATA\Ma rshall\Ma p d ocs\CSA_Supplement_2\Fig02-01 - Plant Vicinity Map.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AN D CREED 2016)
LEGEND
FIGURE 2-2
1893 USGS TOPOGRAPHIC MAP
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC.
TERRELL, NORTH CAROLINA
LAKE NORMAN
GRAPHIC SCALE
600
IN FEET
0 600 1200
MARSHALL STEAM
STATION PARCEL LINE
SOURCE:
SEPTEMBER 1893 USGS TOPOGRAPHIC MAP (REPRINT 1945) OBTAINED FROM THE USGS STORE AT
http://store.usgs.gov/b2c_usgs/b2c/start/%%%28xcm=r3standardpitrex_prd%%%29/.do
SURFACE
IMPOUNDMENT
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
TODD PLATING
DATE:JOHN CHASTAIN
FIG 2-2 1893 USGS TOPO
01/05/2018
01/18/2018 2:48 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\DWG\DE MARSHALL 2-2 (1893 USGS TOPOGRAPHIC MAP).dwg
LEGEND
WASTE BOUNDARY
FIGURE 2-3
NPDES FLOW DIAGRAM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA

148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: DUKE ENERGY
PROJECT MANAGER: T. PLATING
LAYOUT:
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January
2018\Final\Figures\Figure 2-3 NPDES Flow Diagram.pdf
Source Information:
Process Flow Diagram
Provided by Duke Energy
Carolinas, LLC
Unit 4 ID Fan Control
House Cooling Water
Intake Screen Backwash
Condenser Cooling
Water
Ash Sluice
Sanitary Storm Water
Water Treatment
Boiler and Turbine
Room Sumps
Yard Drain Sumps
(2)
Misc Equipment
Cooling
Drinking Water
(groundwater)
Ash Basin
Lake
Norman
Outfall 003
0.2 MGD
Outfall 001
1093 MGD
Outfall 002
8.3 MGD
Lake
Norman
Lake
Norman
Lake
Norman
Evap. 1.7 MGD
Flue Gas
Desulfurization
(FGD) Blowdown
FGD Wetland Wastewater
Treatment System NPDES
Internal Outfall 004
1.2 MGD
3.21 MGD
1.45 MGD
0.01 MGD
0.53 MGD
1.9 MGD 2.43 MGD
Outfalls 002A and 002B
Emergency overflow only
(no flow expected)
LAKE NORMANBGSB-GWA-6BORROW AREABGSB-GWA-2BGSB-GWA-4MR1001MR1009MR1002MR1006MR1008MR1010LEGENDWELL IN DEEP ZONEWELL IN SHALLOW ZONEWELL IN BEDROCK ZONEABMW-07WELL IN ASH PORE WATERWELL ABANDONEDABMW-05SASH BASIN COMPLIANCE BOUNDARYPARCEL LINE DUKE ENERGY (APPROXIMATE)ASH BASIN WASTE BOUNDARYWATER SUPPLY WELL SAMPLEDWATER SAMPLE LOCATION SAMPLEDSURFACE WATER FLOW DIRECTIONFIGURE 2-4SITE LAYOUTMARSHALL STEAM STATION8320 NC HIGHWAY 150 ETERRELL, NORTH CAROLINADUKEENERGYCAROLINASFIG 2-4 (SITE LAYOUT)BRIAN WILKERJOHN CHASTAINPROJECT MANAGER:LAYOUT NAME:DRAWN BY:CHECKED BY:TODD PLATINGDATE:DATE:www.synterracorp.com148 River Street, Suite 220Greenville, South Carolina 29601864-421-99991/24/20181/24/2018GRAPHIC SCALE6003001500300(IN FEET)S-2AREA OF WETNESS (AOW) SAMPLE LOCATIONWATER SUPPLY WELL NOT SAMPLEDAPPROXIMATE STREAM (NON-JD)SOIL OR GEOTECHNICAL BORINGAPPROXIMATE POND OR RESERVOIR (NON-JD)APPROXIMATE ASH BASIN PONDED WATERSW-AB8SB-12LANDFILL COMPLIANCE BOUNDARYLANDFILL BOUNDARYGWA-12DAB-14DAB-14SAB-13SAB-13DAB-7DAB-7SAB-8DAB-8SAB-20DAB-20SAB-15BRAB-15DAB-15SAB-15SLAL-4BRAL-4DAB-16DAB-16SAB-18SAB-18DAB-17DAB-17SGWA-4DGWA-3DGWA-3SAL-3BRAL-3SAL-3DAB-11SAB-11DAL-2BRLAL-2BRAL-2DAL-2SGWA-14SGWA-14DGWA-13SGWA-13DAGWA-13DAB-6SAB-6DAB-9BRAB-6BRBG-3SBG-3DBG-3BRBG-1SBG-1DBG-1BRABG-1BRBG-2BRBG-2SCCR-16SCCR-16DCCR-15DCCR-15SGWA-10SGWA-10DGWA-15SGWA-11SGWA-11DGWA-11BRCCR-14SCCR-14DAL-1SAL-1DCCR-13SCCR-13DCCR-12SCCR-12DCCR-11DCCR-11SCCR-10SCCR-10DCCR-9DACCR-9DCCR-9SAB-1BRAB-1DAB-1SAB-2SAB-2DCCR-5SCCR-5DCCR-4SCCR-4DCCR-3DCCR-3SAB-21DAB-21SAB-9DAB-9SAB-10BRAB-10DAB-10SAB-10SLAB-12BRAB-12DAB-12SAB-12SLC-1AB-5BRAB-5DAB-5SAB-4DAB-4SAB-4SLAB-3SAB-3DCCR-1SCCR-1DCCR-2SCCR-2DGWA-2DAGWA-2SGWA-2DGWA-1SGWA-1DGWA-1BRINDUSTRIAL LANDFILL NO. 1SHERRILL'S FORD RDISLAND POINT RDSHERRILL'S FORD RDSHERRILL'S FORD RDGREGORY RDGWA-7DGWA-7SMW-14SMW-14BRMW-14DMW-1OB-1 (DAF)MW-6SMW-6DMW-10DMW-10SMW-7SMW-7DMW-8SMW-8DMW-9DMW-9SSW-1SW-10SW-11SW-4SW-5SW-3MS-8MS-9MS-10MS-16MS-15MS-14MS-11MS-12MS-13MW-11DMW-11SGWA-12BRGWA-12SMW-12DMW-12SSW-2SW-9SW-8MW-13DMW-13SGWA-9BRSW-7GWA-4SMW-4DMW-4MW-7(OW-3)MW-6(OW-2)MW-5MW-3MW-2GWA-6DGWA-6SGWA-5DGWA-5SGWA-8DGWA-8SNPDES OUTFALL 101NPDES OUTFALL 102DEMOLITIONLANDFILLASBESTOS LANDFILLDRY ASH LANDFILL (PHASE II)DRY ASH LANDFILL(PHASE I)ISA
L
N
D

P
O
I
N
T

R
DCAPAS COVE RDISLAND POINT RDFGD RESIDUE LANDFILLPERMIT NO. 1809PV STRUCTURAL FILLACTIVE ASH BASINCELL 2CELL 4CELL 1CELL 3NEW EMERGENCY SPILLWAYNEW OUTFLOW STRUCTUREDISCHARGE TOWER (INACTIVE)NEW DISCHARGESTRUCTUREAB-6BRLAB-6BRAAB-1BRLAL-4BRLAL-1BRMR32MR35MR40MR31MR22MR8MR10MR25MR12MR11MR38MR43MR23MR14MR20MR33MR37MR42MR1MR26MR17MR4MR18MR6MR45MR48MR44PUBLIC WATER SUPPLY WELL NOT SAMPLEDPWS:0118497PWS:0118497PWS:0118780PWS:0118623PWS:0118622GREENWOOD RDC
L
EM
E
N
T

C
I
R
ST
U
T
T
S

S
TSTUTTS STSB-1S-2MSSW002MSSW001SW-6S-1SB-14SB-11SB-10SB-7SB-4SB-8SB-3SB-2SB-5SB-13OB-1 (ASH BASIN)MR36MR16MR21MR46PIEZOMETER IN SHALLOW ZONEP-102MS-4MS-5MS-2MS-3MS-7MS-1MR13MR9SB-15MS-6PIEZOMETER ABANDONEDMS-7AB-10BRAB-10DAB-10SLAL-2BRLLSW-12NPDES OUTFALL 002NPDES OUTFALL 002ANPDES OUTFALL 002BMR45MR29MR47SOURCE NOTES:NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THISDRAWING ARE VISUAL AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIESHAVE NOT BEEN FIELD VERIFIED. ANY UTILITIES SHOWN ARE APPROXIMATE.TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTHCAROLINA FLOOD RISK INFORMATION SYSTEM AThttp://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public ANDA DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-MARSHALL STEAM STATION BY WSP,JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL2014_MARSHALL_10-30-15.DWGSAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE INSOME CASES.STRUCTURAL FILL BOUNDARY104NPDES OUTFALL 003
FIGURE 3-1KNOWN SAMPLE OF ASH FOR COMPARISON(SOURCE: DUKE ENERGY 2014) MARSHALL STEAM STATION DUKE ENERGY CAROLINAS, LLC TERRELL, NORTH CAROLINA148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comDRAWN BY: E. KINSEY PROJECT MANAGER: T. PLATING LAYOUT: DATE: AUGUST 2017FILEPATH: P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 3-1 Known Samples of Ash for Comparison.pdfRange (10th percentile – 90th percentile) in bulk composition of fly ash, bottom ash, rock, and soil. (Source: EPRI 2009a)Notes:Sample data presented from Cliffside Steam Station
FIGURE 3-2ELEMENTAL COMPOSITION FOR BOTTOM ASH, FLY ASH, SHALE, AND VOLCANIC ASH (SOURCE: EPRI 2009A)MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL NORTH CAROLINA148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comDRAWN BY: E. KINSEY PROJECT MANAGER: C. SUTTELLLAYOUT: DATE: JANUARY 2018FILEPATH: P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 3-2 Elemental Composition for Bottom Ash, Fly Ash, Shale, and Volcanic Ash.pdfNotes:Figure was obtained from the EPRI comparison of coal combustion products to other materials - chemical characteristics, Figure 3-1, pg 3-2, EPRI, Final Report, September 2010.Source: HDR, Comprehensive Site Assessment Report Marshall Steam Station Ash Basin, September 8, 2015.
FIGURE 3-3COAL ASH TCLP LEACHATE CONCENTRATION RANGES COMPARED TO REGULATORY LIMITS (SOURCE: EPRI 2010)MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINA148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comDRAWN BY: E. KINSEY PROJECT MANAGER: T. PLATING LAYOUT: DATE: JANUARY 2018FILEPATH: P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 3-3 Coal Ash TCLP Leachate Concentration vs Regulatory Limits.pdfNotes:Figure was obtained from the EPRI comparison of coal combustion products to other materials - chemical characteristics, Figure 3-1, pg 3-2, EPRI, Final Report, September 2010.Source: HDR, Comprehensive Site Assessment Report Marshall Steam Station Ash Basin, September 8, 2015.
FIGURE 3-4
PIPER DIAGRAM ̶ ASH PORE WATER WELLS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: T. PLATING
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update October
2017\Figures\Piper\Piper Diagram -Bedrock
Notes:
Pink –Ash Pore water Well
Dark Pink –Ash Pore water (lower) Well
Data with charge balance >10% are omitted from
plot.
Data included for analysis up to September
2017.
Data represent samples with pH < 8.5 and
turbidity < 10.
Data presented may include lab-qualified results.
Refer to analytical data table notes for qualifier
definitions.
Non-detect analytical results are plotted at the
corresponding reporting limit.
Well ID
Generally characteristic of
areas in or near central
ash basin
AB-03S
AB-04S
AB-04SL
AB-06S
AB-07S
AB-08S
AB-10S
AB-10SL
AB-12S
AB-12SL
AB-13S
AB-14S
AB-15S
AB-15SL
AB-17S
AB-18S
AL-03S
AB-20S
Generally characteristic of areas within
ash basin within northwestern
portion of ash basin
I
E
M
C
B
M
K
K
P
D
H
M
L
L
L
P
L
A
AB-12S
AB-12SL
<<<<<<<<<<<<<<<<<ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
CATAW-05442" RCPAbandoned
Ash SiloForce Main6" PVC Activ e
MAR-304 Pipe 2/348" HDPE Activ e
CATAW-054Discharge36" HDPE Activ e
MAR-304 Pipe 130" CMP Activ e
MAR-304 Pipe 342" HDPE Activ e
MAR-304 Pipe 448" HDPE Activ e
30"CMPOutlet
42" CMPRiser
24"CMP
18"HDPE
GYPSUM STACKSEDIMENTATION BASIN
FGD LANDFILLSEDIMENTATION BASIN SEPTIC BASIN
DAM
EMERGENCY SPILLW AY
EQUALIZATION BASIN A
EQUALIZATION BASIN B
CELL 1A
CELL 1B
CELL 1C CELL 1D
CELL 1E
CELL 1F
CELL 2A
CELL 2B
CELL 2C
CELL 3A
CELL 3B
CELL 3C
CELL 4A
CELL 4B
CELL 4C
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:1 INCLUDED WITHIN GIS SHAPEFILE PROVIDED BY DUKE ENERGY.
2 INCLUDED ON FIGURE FROM STANTEC WITHIN COMPREHENSIVE SITEASSESSMENT.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 4-1ASH BASIN UNDERGROUND UT ILIT Y MAPMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/08/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Fig04-01 - Ash Basin Underground Utility Map.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
PIPE SEGMENT (DUKE) 1
PIPE SEGMENT (STANTEC) 2
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
Copyright:© 2013 National Geographic Society, i-cubed
FIGURE 4-2USGS MAP WITH WATER SUPPLY WELLSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCDRAWN BY: A. ROBINSONLAYOUT: FIG 1 (SITE LOCATION MAP)PROJECT MANAGER: T. PLATING
DATE: 01/11/2018
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig04-02 - USGS Water Supply Well Map.mxd
FIGURE 4-2USGS MAP WITH WATER SUPPLY WELLSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINA
LANDFILL BOUNDARY
SOURCE:USGS 24K TOPOGRAPHIC MAP OBTAINED VIA ESRI ARCGIS ONLINE, LAKE NORMAN NORTH QUADRANGLES, QUADID 35080E8.
1,000 0 1,000 2,000500
IN FEET
MARSHALL STEAM STATION PLANTCATAWBA COUNTY
GRAPHIC SCALE
PROPERTY BOUNDARY
DATE: 2017-07-13CONTOUR INTERVAL: 10ftMAP DATE: 1987
DRAWN BY: A. ROBINSONPROJECT MANAGER: T. PLATINGLAYOUT: FIG 1 (SITE LOCATION MAP)
ASH BASIN WASTE BOUNDARY
COMPLIANCE BOUNDARY
STRUCTURAL FILLBOUNDARY
LANDFILL COMPLIANCE BOUNDARY
<
<
<<<<<<<
<<<
<<FGD RESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASH LANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURALFILL ASH BASIN
ASH BASIN
LAKE NORMAN
M
ARSH
ALL RD
GREENWOOD RDBEATTY RDSHERRI
LLS FORD RDS T A T E H W Y 1 5 0
S T A T E H W Y 1 5 0RAILROADR
A
I
L
R
O
A
D
MR4
MR14
MR20
MR37
MR42(1007)
MR8
MR22
MR36
MR45
MR47
MR43
MR40
MR35
MR13
MR16
MR2
MR33
MR1 MR6
MR17
MR44
MR21
MR48
MR10
MR11
MR23MR25
MR31
MR32
MR26
MR38
MR12(MR1000)
MR18
MR28
MR30
MR9
MR29
MR46
MR1008
MR1001
MR1002
MR1006
MR1004
MR1003
MR1010
MR1009
MR1005
NOTES:WATER SUPPLY WELL ANALYTICAL RESULTS ARE LOCATED IN APPENDIX B.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
FIGURE 4-3WATER SUPPLY WELL LOCATIONSMARSHALL STEAM ST AT IONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/03/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Fig04-03 - Water Supply Map.mxd
750 0 750 1,500375
GRAPHIC SCALE IN FEET
WATER SUPPLY WELL SAMPLED BY NCDEQ (2015)OR BY D UKE ENERGY (2015-2017)
WATER SUPPLY WELL NOT SAMPLED
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
HALF-MILE RADIUS OF COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
!H
!H
LINCOLN COUNTY,NORTH CAROLINA
IREDELL COUNTY,NORTH CAROLINA
CATAWBA COUNTY,NORTH CAROLINA
DUKE ENERGY CAROLINASMARSHALL STEAM STATION
INTAKE: TOWN OF MOORESVILLE
INTAKE: LINCOLN COUNTY
NOTES:PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY PROVIDED BY ESRI IMAGERY SERVICE LAYER.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
FIGURE 4-4WATER INTAKE LOCATION MAPMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 12/11/2017
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig04-04 - Water Intake Location Map.mxd
2,000 0 2,000 4,0001,000
GRAPHIC SCALE IN FEET
!H WATER INTAKE LOCATION
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
LEGEND
Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 8, 2015.
Marshall Steam StationProperty Line
Lake Norman
L
a
k
e

N
o
rm
a
n
SEPTEMBER 2015
5-2G:\Projects\Duke_Energy\Ash_Basin_GW_Assessment\Geologic_Site_Vicinity_Maps\MXDs\Fig_5_2_Marshall_Site_Vicinity_Geology_CSA_Report_Map_20150901.mxdDATE
FIGURE
5,000 0 5,000 10,000SCALE (FEET)
N
Notes:Source: Geologic Map of the Charlotte 1° x 2° Quadrangle, North Carolina and South Carolina, 1988, R. Goldsmith, D. J. Milton, and J. W. Horton, Jr., USGS.
Zbs Battleground Formation
DOga Alaskitic granite
IPhs High Shoals Granite (Pennsylvanian)
Fine-grained biotite gneissbgf
REGIONAL GEOLOGIC MAPDUKE ENERGY CAROLINAS, LLCMARSHALL STEAM STATIONCATAWBA COUNTY, NORTH CAROLINA
Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 8, 2015.
Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 8, 2015.CATAWBA COUNTY, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: EPRI, 2004 PROJECT
MANAGER: T. PLATING
LAYOUT:
DATE: JANUARY 2018
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January
2018\Final\Figures\Figure 5-4 Piedmont Slope-Aquifer System.pdf
FIGURE 5-4
PIEDMONT SLOPE-AQUIFER SYSTEM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
SOURCE: LeGrand, H. (2004). A master conceptual model for hydrogeological site characterization in the Piedmont and Mountain Region of North Carolina: A
guidance manual. North Carolina Department of Environment and Natural Resources, Division of Water Quality, Groundwater Section, Raleigh, NC, 55.
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
IPhs
IPhs
bgf
bgf
mqd
mqd
mqd
IPhs
Zbs
Zbs
Zbs
bgf
bgf
bgf
Zbs
GWA-1S/D/BR
AB-4S/SL/D AB-3S/D
GWA-2S/D
AB-21S/D
AL-1S/D
MW-10S/D
MW-14S/D
AB-1S/D
AB-2S/DAB-5S/D/BR
AB-9S/D/BR
AB-12S/SL/D
AB-6S/D
AB-13S/D
BG-2S/BR
AB-11S/D
AB-10S/SL/D
AB-15S/SL/D
GWA-6S/D
GWA-7S/D
AL-2S/D
BG-3S/D
AL-4D
AB-8S/DAB-7S/D
BG-1S/D
MW-11S/D
MW-4/MW-4D
MW-12S/D
AB-14S/D
AB-20S/D
GWA-4S/D
GWA-3S/D
AB-16S/D
AB-18S/D AL-3S/D
GWA-5S/D
GWA-8S/D
MW-13S/D
AB-17S/D
GWA-9BR
MW-6S/D
MW-9S/D
MW-8S/D
MW-7S/D
SITE GEOLOGIC MAPDUKE ENERGY CAROLINAS, LLCMARSHALL STEAM STATION ASH BASINCATAWBA COUNTY, NORTH CAROLINA
DATE
FIGURE
SEPTEMBER 2015
6-1
NOTES:1. ASH BASIN WASTE BOUNDARIES AND ASH STORAGE AREA BOUNDARIES ARE APPROXIMATE..2. ORTHOPHOTOGRAPHY IS FROM NC ONEMAP GIS ONLINE SERVICE.3. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L.0107(a).4. DUKE ENERGY PROPERTY BOUNDARY WAS SUPPLIED BY DUKE ENERGY REAL ESTATE.5. BASED ON GEOLOGIC MAP OF THE CHARLOTTE 1° X 2° QUADRANGLE, N.C. AND S.C. (GOLDSMITH et al. 1988; Modified by HDR 2015).6. SERVICE LAYER CREDITS: NC ONEMAP, NC CENTER FOR GEOGRAPHIC INFORMATION AND ANALYSIS, NC 911 BOARD.
N
Legend
GEOLOGY
(IPhs) High Shoals Granite (Pennsylvanian) -Very light gray, coarse-grained porphyritic, well-foliated, commonly gneissoid biotite granite orgranitic gneiss.
(Zbs) Quartz-sericite Schist - Very fine tomedium-grained quartz-sericite schist andphyllite; very light gray, light-bluish-gray, light-brown, or yellowish-gray; composed largely ofquartz (typically >50%) and sericitic white mica(muscovite and paragonite); accessory mineralsmay include chloritoid, biotite, pyrite, hematite,kyanite, andalusite, sillimanite, staurolite, garnet,oligoclase or albite, chlorite, tourmaline, zircon,and graphite
(bgf) Fine-grained Biotite Gneiss - Dominantly ofgranodioritic composition; probablymetamorphosed dacitic volcanics
(mqd) Metamorphosed Quartz Diorite andTonalite - Gray, usually medium- to coarse-grained, generally foliated rock composeddominantly of plagioclase, quartz, biotite,hornblende, and epidote; biotite, hornblende, andepidote commonly associated in clots replacingoriginal mafic phenocrysts; clots may be smearedout, thus defining foliation
LITHOLOGY IN BORINGS
")Biotite Gneiss (IPhs)
")Granite (IPhs)
")Quartz-Schist (Zbs)
")Quartz-Sericite Schist (Zbs)
")Biotite Gneiss (bgf)
")Biotite Schist (bgf)
")Meta-Quartz Diorite (mqd)

CONTACTS - APPROXIMATEDUKE
ENERGY PROPERTY BOUNDARY
ASH BASIN WASTE BOUNDARY
500 0 500 1,000
SCALE (FEET)
Modified from Original Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 08, 2015
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATERINDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASHAB-12BR DRY ASH BASINPOWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:T. PLATINGDATE:XSECTAA01/29/2018 1:48 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 6-2GENERAL CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1SHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONECROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.MATCHLINE 1E. KINSEY/ C. NEWELLSCALE: AS SHOWN1/26/2018SOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.4004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEET819.96'819.33'818.77'818.64'
806.86'
803.38'
804.10'
793.84'791.03'790.35'790.07'
790.41'
789.58'
790.09'
759.68'
757.72'
801.54'ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATION799.39'WATER LEVELSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
XSECTBB
01/29/2018 3:02 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 6-3
GENERAL CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINACROSS SECTION LOCATION
GENERALIZED WATER TABLE
AB-5BR
AB-5D
AB--2S
AB-5S
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
SCALE: AS SHOWN
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1/26/2018799.39'798.86'799.36'799.39'WATER LEVELS797.62'797.25'792.80'761.16'767.15'SAPROLITE
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
XSECTCC
01/27/2018 11:37 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 6-4
GENERAL CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
E. KINSEY/ C. NEWELL 1/26/2018SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN801.41'801.57'795.09'794.60'790.14'790.00'790.10'790.53'793.84'791.03'790.35'790.07'790.90'791.02'816.64'818.09'820.16'840.26'840.25'857.78'869.15'869.71'SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
799.39'WATER LEVEL
SAPROLITE
FILL
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AB-10S791.92
AB-10SL790.90
AB-11S795.30
AB-12S790.22
AB-12SL790.43
AB-13S797.82
AB-14S809.45
AB-15S805.17 AB-15SL801.55
AB-16S816.18
AB-17S819.22
AB-18S817.99
AB-1S767.59
AB-20S828.68
AB-21S791.61
AB-2S759.88
AB-3S797.12
AB-4S798.55AB-4SL798.35
AB-5S799.52
AB-6S820.21
AB-7S815.41 AB-8S790.92
AB-9S790.27
AL-1S779.31
AL-2S797.57
AL-3S804.03
GWA-10S764.60
GWA-11S765.60
GWA-13S866.61
GWA-1S760.17GWA-2S803.63
GWA-3S830.30
GWA-7S798.05
OB-1(Ash Basin)801.81
GWA-12S870.33
GWA-4S843.78 GWA-5SNM
GWA-6S802.38
GWA-8S817.37
MW-4828.74
MS-10832.61
MW-10S757.18
MW-11S840.38
MW-12S859.08
MW-13S841.92
MW-14S773.67
MS-16811.17
MW-6S769.86
MW-7S761.79
MW-8S757.08
MW-9S759.64
MS-11825.38
MS-12811.53
MS-13NM
MS-14806.84
MS-15808.73
MS-8826.63
MS-9NM
MW-1NM
MW-2NM
MW-3804.68
MW-5797.82
OB-1(Dry Ash Landfill)778.89
OB-2 (MW -6)NM
OB-3 (MW -7)NM
GWA-14SNM
GWA-15SNM
BG-1S805.66
BG-2S809.06
BG-3S831.28
8708
2
0
8608507707607908408008
1
0820830 810870860 850770760790840800830830830
780780FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
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FIGURE 6-5SHALLOW WATER LEVEL MAPMARCH 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED MARCH 10, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
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AL-2D799.19
AB-10D790.59
AB-11D795.89
AB-12D791.11
AB-13D797.86
AB-14D808.41
AB-15D803.39
AB-16D815.72
AB-17D820.00
AB-18D818.40
AB-1D770.48
AB-20D826.64
AB-21D793.05
AB-2D766.62
AB-3D796.48
AB-4D793.65
AB-5D799.58
AB-6D818.56
AB-7D814.37 AB-8D791.46
AB-9D789.84
AL-1D774.31
AL-3D803.01
AL-4D810.31
GWA-10D767.48
GWA-11D762.94
GWA-13D860.13
GWA-1D761.32GWA-2D803.27
GWA-3D833.00
GWA-7D800.51
GWA-4D844.26
GWA-5D811.09
GWA-6D802.23
GWA-8D816.20
MW-10D754.48
MW-11D840.45
MW-12D857.42
MW-13D843.53
MW-14D773.31
MW-6D772.60
MW-7D769.24
MW-8D760.00
MW-9D757.58
GWA-12D858.59
GWA-14DNM
BG-1D797.73
BG-3D832.72
8308
0
08108
2
0
860850780770760840790820800860850780
770
760840790830830
8
3
0
810
820
810FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
FIGURE 6-6DEEP WATER LEVEL MAPMARCH 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED MARCH 10, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
AB-10BR790.60
AB-12BR794.15
AB-15BR807.10
AB-1BR773.74
AB-5BR799.05
AB-6BR817.88
AB-9BR790.60
AL-1BR776.78
AL-2BR801.23 AL-2BRL796.99
AL-3BR803.80
AL-4BR810.26
BG-1BRANM
GWA-1BR763.88
GWA-9BR846.90
MW-14BR774.24
MW-4D828.39
BG-3BR829.10
GWA-12BR857.81
AB-1BRLNM
AL-02BRLLNM
BG-2BR807.57
850840770760780790810800820830850840770
760
7 8 0
7 9 0
8 1 0
8 0 0
8 2 0830
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
FIGURE 6-7BEDROCK WATER LEVEL MAPMARCH 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED MARCH 10, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
AB-10S790.53
AB-10SL790.10
AB-11S794.60
AB-12S790.07
AB-12SL790.35
AB-13S801.51
AB-14S808.82
AB-15S804.10
AB-15SL801.54
AB-16S815.96
AB-17S819.33
AB-18S818.64
AB-1S768.02
AB-20S828.15
AB-21S791.36
AB-2S761.16
AB-3S795.67
AB-4S797.62AB-4SL797.25
AB-5S799.39
AB-6S820.16
AB-7S815.18 AB-8S791.02
AB-9S790.09
AL-1S779.31
AL-2S797.19
AL-3S793.28
BG-1S806.62
BG-2S809.27
BG-3S833.00
GWA-10S764.17
GWA-11S765.68
GWA-13S865.70
GWA-1S763.28GWA-2S803.39
GWA-3S830.21
GWA-7S798.26
OB-1(Ash Basin)793.23
GWA-12S869.71
GWA-4S842.91 GWA-5SNM
GWA-6S801.57
GWA-8S816.94
MW-4828.60
MS-10NM
MW-10S755.50
MW-11S840.25
MW-12S855.50
MW-13S841.30
MW-14S773.31
MW-6S770.90
MW-7S762.18
MW-8S757.72
MW-9S760.75
MS-11824.40
MS-12811.31
MS-13810.41
MS-14805.37
MS-15807.53
MS-16810.47
MS-8826.17
MS-9823.56
MW-1772.55
MW-2790.45
MW-3804.15
MW-5796.38
OB-1(Dry Ash Landfill)779.88
OB-2 (MW -6)810.94OB-3 (MW -7)812.91
GWA-14SNM
GWA-15SNM
830870860850780770760790840830810800820840830
8708308
6
0 850780770760790 810800820FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
FIGURE 6-8SHALLOW WATER LEVEL MAPSEPTEMBER 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED SEPTEMBER 22, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
AB-10D790.00
AB-11D795.09
AB-12D791.03
AB-13D797.64
AB-14D809.65
AB-15D803.38
AB-16D815.13
AB-17D819.96
AB-18D818.77
AB-1D771.10
AB-20D826.24
AB-21D792.78
AB-2D767.15
AB-3D795.17
AB-4D792.80
AB-5D799.36
AB-7D813.58 AB-8D790.90
AB-9D789.58
AL-1D774.23
AL-2D798.73
AL-3D802.35
AL-4D809.41
GWA-10D767.25
GWA-11D764.67
GWA-13DNM
GWA-1D762.26GWA-2DNM
GWA-3D832.81
GWA-7D800.95
GWA-12D869.15
GWA-4D843.40
GWA-5D810.53
GWA-6D801.41
GWA-8D815.78
MW-10D755.78
MW-11D840.26
MW-12D855.31
MW-13D842.85
MW-14D772.94
MW-6D773.62
MW-7D769.83
MW-8D759.68
MW-9D758.69
GWA-14DNM
BG-1D803.31
BG-3D835.10
AB-6D818.09 830820860850770760780840830790810800850830800860830
770
7607 80840790810820FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
FIGURE 6-9DEEP WATER LEVEL MAPSEPTEMBER 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED SEPTEMBER 22, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
AB-10BR790.14
AB-12BR793.84
AB-15BR806.86
AB-1BR774.21
AB-5BR798.86
AB-6BRNM
AB-9BR790.41
AL-1BR776.50
AL-2BR800.68 AL-2BRL797.29
AL-3BR803.22
AL-4BR809.05
BG-1BRANM
GWA-1BR764.80
GWA-9BR839.03
MW-14BR773.89
BG-3BR830.78
GWA-12BR857.78
MW-4D828.50
AB-1BRLNM
AL-2BRLLNM
BG-2BR807.43
8008508407807707907608108208308508407807707 9 0
760810800820830FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
ASH BASIN
ASH BASIN
LAKE NORMANWATER ELEVATION760' (APPROX)MARSHALL RDBEATTY RDG R E E N W O O D R D
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
FIGURE 6-10BEDROCK WATER LEVEL MAPSEPTEMBER 2017MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/26/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-05 to 06-10 - Water Level Maps_v2.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
NOTES:WATER LEVELS COLLECTED SEPTEMBER 22, 2017.
NM - NOT MEASURED DURING 24-HOUR W ATER LEVEL EVENT.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LEGEND
&<
MONITORING WELL IN ASH PORE W ATERELEVATION IN FEET (NAVD 88)
&<
MONITORING W ELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MONITORING W ELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY W ELL
WATER LEVEL CONTOUR IN FEET (NAVD 88)
INFERRED WATER LEVEL CONTOUR IN FEET (NAVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
GROUNDWATER FLOW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
STRUCTURAL FILL BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<<<<<<<<<
<<<
<<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
FGD
RESIDUE
LANDFILL
PV
STRUCTURAL
FILL
INDUSTRIAL
LANDFILL #1
C&D
LANDFILL
ASH LANDFILL
(PHASE II)
ASH
LANDFILL
(PHASE I)
ASBESTOS
LANDFILL
ACCESS ROAD
STRUCTURAL FILL
LAKE NORMAN
ASH BASIN
ASH BASIN
AB-10D to
Ab-10BR
-0.003AB-12D to
AB-12BR
-0.073
AB-15D to
AB-15BR
-0.081
AB-1D to
AB-1BR
-0.112
AB-5D to
AB-5BR
0.019
AB-6D
to AB-6BRA
0.005
AB-9D to
AB-9BR
-0.028
AL-1D to
AL-1BR
-0.053
AL-2BR to
AL-2BRL
0.025
AL-2D to
AL-2BR
-0.038
AL-3D to
AL-3BR
-0.017
AL-4D to
AL-4BR
-0.028
BG-1D to
BG-1BR
0.029
BG-3D to
BG-3BR
0.101
GWA-12D to
GWA-12BR
0.450
GWA-1D to
GWA-1BR
-0.078
AB-1BR to
AB-1BRL
0.086
MARSHALL RDG
R
E
E
N
W
O
O
D R
DSHERRILLS FORD RD<<<<<<<<<
<<<
<<&<&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
FGD
RESIDUE
LANDFILL
PV
STRUCTURAL
FILL
INDUSTRIAL
LANDFILL #1
C&D
LANDFILL
ASH LANDFILL
(PHASE II)
ASH
LANDFILL
(PHASE I)
ASBESTOS
LANDFILL
ACCESS ROAD
STRUCTURAL FILL
LAKE
NORMAN
ASH BASIN
ASH BASIN
AB-10S to
AB-10SL
0.015
AB-10SL to
AB-10D
0.004
AB-11S to
AB-11D
-0.007
AB-12S to
AB-12D
-0.017
AB-12SL
to AB-12D
-0.035
AB-13S to
AB-13D
0.064
AB-14S to
AB-14D
-0.012
AB-15S to
AB-15SL
0.079 AB-15SL
to AB-15D
-0.086
AB-16S to
AB-16D
0.024
AB-17S to
AB-17D
-0.007
AB-18S to
AB-18D
-0.002
AB-1S to
AB-1D
-0.038
AB-20S to
AB-20D
0.024
AB-21S to
AB-21D
-0.034
AB-2S to
AB-2D
-0.087
AB-3S to
AB-3D
0.004
AB-4SL
to AB-4D
0.079AB-5S to
AB-5D
0.000
AB-6S to
AB-6D
0.041
AB-7S to
AB-7D
0.023
AB-8S to
AB-8D
0.001
AB-9S to
AB-9D
0.012
AL-1S to
AL-1D
0.118
AL-2S to
AL-2D
-0.045
AL-3S to
AL-3D
-0.123
BG-1S to
BG-1D
0.132
BG-2S to
BG-2BR
0.046
BG-3S to
BG-3D
-0.063
GWA-10S to
GWA-10D
-0.030
GWA-11S to
GWA-11D
0.035
GWA-12S to
GWA-12D
0.007
GWA-13S to
GWA-13DA
0.055
GWA-1S to
GWA-1D
-0.028
GWA-2S to
GWA-2DA
0.002
GWA-3S to
GWA-3D
-0.085
GWA-4S to
GWA-4D
0.019
GWA-6S to
GWA-6D
0.002
GWA-7S to
GWA-7D
-0.220
GWA-8S to
GWA-8D
0.043
AB-12S to
AB-12SL
-0.007
GWA-14S to
GWA-14D
0.002
B E A T T Y R D
MARS
HAL
L
RDG
R
E
E
N
W
O
O
D R
DSHERRILLS FORD RDNOTES:
WATER LEVELS WERE COLLECTED SEPTEMBER 22, 2017.
SURFACE/CONTOUR DATA TRUNCATED AT EXTENT OF SAMPLING DATA.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,
2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM FIPS 3200 (NAD83/2011).
FIGURE 6-11
POTENTIAL VERTICAL GRADIENT
BETWEEN SHALLOW, DEEP, AND BEDROCK ZONES
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINADRAWN BY: B. YOUNG
PROJECT MANAGER: T. PLATING
CHECKED BY: B. WILKER
DATE: 01/05/2018
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig06-11 - Potential Vertical Gradient.mxd
700 0 700 1,400350
GRAPHIC SCALE IN FEET
&<MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANT
SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
POTENTIAL VERTICAL GRADIENT
UPWARD: -0.220

DOWNWARD: 0.450
0
POTENTIAL VERTICAL GRADIENT
UPWARD: -0.220

DOWNWARD: 0.450
0
POTENTIAL VERTICAL GRADIENT (foot per foot)1
Well ID
Potential Vertical
Gradient
(ft per ft)
Flow Direction
AB-1S to AB-1D -0.038 Upward
AB-2S to AB-2D -0.087 Upward
AB-3S to AB-3D 0.004 Downward
AB-4SL to AB-4D 0.079 Downward
AB-5S to AB-5D 0.000 Downward
AB-6S to AB-6D 0.041 Downward
AB-7S to AB-7D 0.023 Downward
AB-8S to AB-8D 0.001 Downward
AB-9S to AB-9D 0.012 Downward
AB-10S to AB-10SL 0.015 Downward
AB-10SL to AB-10D 0.004 Downward
AB-11S to AB-11D -0.007 Upward
AB-12S to AB-12D -0.017 Upward
AB-12S to AB-12SL -0.007 Upward
AB-12SL to AB-12D -0.035 Upward
AB-13S to AB-13D 0.064 Downward
AB-14S to AB-14D -0.012 Upward
AB-15S to AB-15SL 0.079 Downward
AB-15SL to AB-15D -0.086 Upward
AB-16S to AB-16D 0.024 Downward
AB-17S to AB-17D -0.007 Upward
AB-18S to AB-18D -0.002 Upward
AB-20S to AB-20D 0.024 Downward
AB-21S to AB-21D -0.034 Upward
AL-1S to AL-1D 0.118 Downward
AL-2S to AL-2D -0.045 Upward
AL-3S to AL-3D -0.123 Upward
BG-1S to BG-1D 0.132 Downward
BG-2S to BG-2BR 0.046 Downward
BG-3S to BG-3D -0.063 Upward
GWA-1S to GWA-1D -0.028 Upward
GWA-2S to GWA-2DA 0.002 Downward
GWA-3S to GWA-3D -0.085 Upward
GWA-4S to GWA-4D 0.019 Downward
GWA-6S to GWA-6D 0.002 Downward
GWA-7S to GWA-7D -0.220 Upward
GWA-8S to GWA-8D 0.043 Downward
GWA-10S to GWA-10D -0.030 Upward
GWA-11S to GWA-11D 0.035 Downward
GWA-12S to GWA-12D 0.007 Downward
GWA-13S to GWA-13DA 0.055 Downward
GWA-14S to GWA-14D 0.002 Downward
Shallow to Deep
Well ID
Potential Vertical
Gradient
(ft per ft)
Flow Direction
AB-1D to AB-1BR -0.112 Upward
AB-1BR to AB-1BRL 0.086 Downward
AB-5D to AB-5BR 0.019 Downward
AB-6D to AB-6BRA 0.005 Downward
AB-9D to AB-9BR -0.028 Upward
AB-10D to Ab-10BR -0.003 Upward
AB-12D to AB-12BR -0.073 Upward
AB-15D to AB-15BR -0.081 Upward
AL-1D to AL-1BR -0.053 Upward
AL-2D to AL-2BR -0.038 Upward
AL-2BR to AL-2BRL 0.025 Downward
AL-3D to AL-3BR -0.017 Upward
AL-4D to AL-4BR -0.028 Upward
BG-1D to BG-1BR 0.029 Downward
BG-3D to BG-3BR 0.101 Downward
GWA-1D to GWA-1BR -0.078 Upward
GWA-12D to GWA-12BR 0.450 Downward
Deep to Bedrock
NOTES:
1. BASE MAP FROM LAKE NORMAN NORTH N.C., TROUTMAN N.C., DENVER N.C., AND CATAWBA N.C. USGS 1:24,000 7.5-MINUTE TOPOGRAPHIC QUADRANGLES
/ Lineament Identified from topographic map lntorpro:l'atlon
Shadng lfldiclt.M �lllril'!� ltUl211111/U
. ' +-:
1-)�
TOPOGRAPHIC LINEAMENTS AND ROSE DIAGRAM
DUKE ENERGY CAROLINAS, LLC
MARSHALL STEAM STATION ASH BASIN
CATAWBA COUNTY, NORTH CAROLINA
DATE
SEPTEMBER 2015
FIGURE
6-12
Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 08, 2015
NOTES:
1. PHOTOMOSAIC OF RIVERBEND PERFORMED WITH A LIETZ SOKKIA MS-27 MIRROR STEREOSCOPE WITH MAGNIFYING BINOCULAR EYEPIECE
2. AERIAL PHOTOGRAPHY PROVIDED BY DUKE ENERGY (FROM WSP), 9X9 INCH GRAYSCALE CONTACT PRINTS, 1"=600", DATED 04/17/2014
Lineament identified from
aerial-photography interpretation
1000 2000 3000 4-000 5000
Scale In Feet
1-)�
AERIAL PHOTOGRAPHY LINEAMENTS AND ROSE DIAGRAM
DUKE ENERGY CAROLINAS, LLC
MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROLINA
DATE
SEPTEMBER 2015
FIGURE
6-13
Source: HDR, Comprehensive Site Assessment Report, Marshall Steam Station Ash Basin, September 08, 2015
NOTES:
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON
SEPTEMBER 12, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
<<<<<<<
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FGD RESIDUE
LANDFILL
PV
STRUCTURAL
FILL
INDUSTRIAL
LANDFILL #1
C&D
LANDFILL
ASH LANDFILL
(PHASE II)
ASH
LANDFILL
(PHASE I)
ASBESTOS
LANDFILL
ACCESS ROAD
STRUCTURAL FILL
LAKE NORMAN
ASH BASIN
COI RESULT UNITS PBTV PSRG
CHROMIUM 81.3 mg/kg 32.8 3.8
IRON 90,500 mg/kg 78,228 150
MOLYBDENUM 8.1 mg/kg 3.5 NE
STRONTIUM 44.3 mg/kg 7.53 NE
VANADIUM 215 mg/kg 210 6
ARSENIC 18.9 mg/kg 4.697 5.8
CHROMIUM 35.8 mg/kg 32.8 3.8
MOLYBDENUM 5.1 mg/kg 3.5 NE
STRONTIUM 72 mg/kg 7.53 NE
SULFATE 160 j-mg/kg 36 NE
STRONTIUM 11.9 mg/kg 7.53 NE
AB-15D (54-55)
AB-15BR (104.5-104.5)
AB-15D (48-49)
COI RESULT UNITS PBTV PSRG
STRONTIUM 12.6 mg/kg 7.53 NE
STRONTIUM 9.1 mg/kg 7.53 NE
AB-17D (3-5)
AB-17D (31-32)
COI RESULT UNITS PBTV PSRG
IRON 78,800 mg/kg 78,228 150
STRONTIUM 11.1 mg/kg 7.53 NE
CHROMIUM 34 mg/kg 32.8 3.8
STRONTIUM 16.7 mg/kg 7.53 NE
SB-10 (25-26)
SB-10 (30-31)
COI RESULT UNITS PBTV PSRG
STRONTIUM 29.6 mg/kg 7.53 NE
CHROMIUM 61 mg/kg 32.8 3.8
STRONTIUM 41.2 mg/kg 7.53 NE
AB-16D (5-6)
AB-16D (12-14)
COI RESULT UNITS PBTV PSRG
CHROMIUM 46.2 mg/kg 32.8 3.8
STRONTIUM 183 mg/kg 7.53 NE
SULFATE 1,540 j-mg/kg 36 NE
STRONTIUM 77.1 mg/kg 7.53 NE
AL-04D (81.5-82.5)
AL-04D (87.5-89.5)
COI RESULT UNITS PBTV PSRG
ARSENIC 6 j mg/kg 4.697 5.8
CHROMIUM 154 mg/kg 32.8 3.8
NICKEL 138 mg/kg 18.6 130
SELENIUM 6 j mg/kg 1.77 2.1
STRONTIUM 221 mg/kg 7.53 NE
BARIUM 1,530 mg/kg 819 580
CHROMIUM 348 mg/kg 32.8 3.8
NICKEL 281 mg/kg 18.6 130
STRONTIUM 331 mg/kg 7.53 NE
AL-03D (118-120)
AL-03D (124-126)
COI RESULT UNITS PBTV PSRG
ARSENIC 6.3 j mg/kg 4.697 5.8
CHROMIUM 97.9 mg/kg 32.8 3.8
SELENIUM 4.5 j mg/kg 1.77 2.1
STRONTIUM 94.8 mg/kg 7.53 NE
STRONTIUM 31.9 mg/kg 7.53 NE
STRONTIUM 51 mg/kg 7.53 NE
AL-02D (90-92)
AL-02D (95-97)
AL-02BR (204-204)
COI RESULT UNITS PBTV PSRG
STRONTIUM 22.9 j+mg/kg 7.53 NE
STRONTIUM 46.6 mg/kg 7.53 NE
AB-11D (3-5)
AB-11D (12.3-13.8)
COI RESULT UNITS PBTV PSRG
CHROMIUM 59.3 mg/kg 32.8 3.8
STRONTIUM 20.2 mg/kg 7.53 NE
SB-14 (35-36)
COI RESULT UNITS PBTV PSRG
STRONTIUM 33.4 mg/kg 7.53 NE
AB-12D (49-50.5)
COI RESULT UNITS PBTV PSRG
STRONTIUM 33.1 mg/kg 7.53 NE
STRONTIUM 26.7 mg/kg 7.53 NE
AB-10D (61-62)
AB-10D (52-53)
COI RESULT UNITS PBTV PSRG
CHROMIUM 405 mg/kg 32.8 3.8
NICKEL 169 mg/kg 18.6 130
STRONTIUM 165 mg/kg 7.53 NE
ARSENIC 5.9 mg/kg 4.697 5.8
STRONTIUM 43.5 mg/kg 7.53 NE
AB-09BR (10-12)
AB-09BR (79-79)
COI RESULT UNITS PBTV PSRG
BARIUM 828 mg/kg 819 580
CHROMIUM 61.9 mg/kg 32.8 3.8
STRONTIUM 19.1 mg/kg 7.53 NE
CHROMIUM 39.5 mg/kg 32.8 3.8
MOLYBDENUM 12.9 mg/kg 3.5 NE
STRONTIUM 65.5 mg/kg 7.53 NE
SULFATE 216 j mg/kg 36 NE
CHROMIUM 41.7 mg/kg 32.8 3.8
MOLYBDENUM 10.8 mg/kg 3.5 NE
STRONTIUM 31.8 mg/kg 7.53 NE
SULFATE 146 j mg/kg 36 NE
VANADIUM 231 mg/kg 210 6
CHROMIUM 46.8 mg/kg 32.8 3.8
STRONTIUM 29.8 mg/kg 7.53 NE
MW-14BR (31.5-33)
MW-14BR (36.5-38)
MW-14BR (40-41.5)
MW-14BR (53-53)
COI RESULT UNITS PBTV PSRG
ARSENIC 10.5 mg/kg 4.697 5.8
SELENIUM 7.1 mg/kg 1.77 2.1
STRONTIUM 82.6 mg/kg 7.53 NE
STRONTIUM 71 mg/kg 7.53 NE
STRONTIUM 119 mg/kg 7.53 NE
AL-01D (32-34)
AL-01D (38-40)
AL-01D (40-41)
COI RESULT UNITS PBTV PSRG
STRONTIUM 18.1 mg/kg 7.53 NE
AB-01BR (24-25)
COI RESULT UNITS PBTV PSRG
STRONTIUM 26.9 mg/kg 7.53 NE
STRONTIUM 30.1 mg/kg 7.53 NE
SB-01 (13.5-14.5)
SB-01 (33-34)
COI RESULT UNITS PBTV PSRG
STRONTIUM 35.3 mg/kg 7.53 NE
ARSENIC 7 mg/kg 4.697 5.8
SELENIUM 5.9 j mg/kg 1.77 2.1
STRONTIUM 53.2 mg/kg 7.53 NE
SULFATE 1,140 j-mg/kg 36 NE
SB-15 (86.5-87.5)
SB-15 (92-93)
COI RESULT UNITS PBTV PSRG
STRONTIUM 24.1 mg/kg 7.53 NE
AB-02S (6-7)
COI RESULT UNITS PBTV PSRG
STRONTIUM 19.8 mg/kg 7.53 NE
STRONTIUM 12.2 mg/kg 7.53 NE
STRONTIUM 37.7 mg/kg 7.53 NE
GWA-01BR (18-20)
GWA-01BR (92-94)
GWA-01BR (8-10)
COI RESULT UNITS PBTV PSRG
SELENIUM 5.4 j mg/kg 1.77 2.1
STRONTIUM 31.4 mg/kg 7.53 NE
STRONTIUM 8.3 mg/kg 7.53 NE
AB-03D (78.2-79.7)
AB-03D (74-75.5)
COI RESULT UNITS PBTV PSRG
ARSENIC 6.4 j mg/kg 4.697 5.8
STRONTIUM 71 mg/kg 7.53 NE
AB-04SL (53.5-55.5)
COI RESULT UNITS PBTV PSRG
SULFATE 172 j-mg/kg 36 NE
SELENIUM 4.4 j mg/kg 1.77 2.1
CHROMIUM 78 mg/kg 32.8 3.8
STRONTIUM 44.9 mg/kg 7.53 NE
GWA-02D (16-17)
GWA-02D (21-22)
GWA-02D (46-47)
COI RESULT UNITS PBTV PSRG
STRONTIUM 41 mg/kg 7.53 NE
CHROMIUM 40.4 mg/kg 32.8 3.8
STRONTIUM 59.2 mg/kg 7.53 NE
STRONTIUM 22.2 mg/kg 7.53 NE
AB-05BR (105-105)
AB-05D (54-55)
AB-05D (64-66)
COI RESULT UNITS PBTV PSRG
CHROMIUM 531 mg/kg 32.8 3.8
NICKEL 203 mg/kg 18.6 130
STRONTIUM 64.4 mg/kg 7.53 NE
STRONTIUM 65.2 mg/kg 7.53 NE
SULFATE 690 mg/kg 36 NE
STRONTIUM 19.4 mg/kg 7.53 NE
AB-21D (14-15.5)
AB-21D (14-15.5)
AB-21D (14-15.5)
COI RESULT UNITS PBTV PSRG
ARSENIC 10.3 mg/kg 4.697 5.8
SELENIUM 6 j mg/kg 1.77 2.1
STRONTIUM 32 mg/kg 7.53 NE
ARSENIC 15.3 mg/kg 4.697 5.8
SELENIUM 9.6 mg/kg 1.77 2.1
STRONTIUM 36.4 mg/kg 7.53 NE
STRONTIUM 28.4 mg/kg 7.53 NE
OB-01 (42-43)
OB-01 (48-49)
OB-01 (68.5-69.5)
COI RESULT UNITS PBTV PSRG
SELENIUM 2.6 j mg/kg 1.77 2.1
STRONTIUM 90.4 j-mg/kg 7.53 NE
SULFATE 342 j mg/kg 36 NE
SELENIUM 3.6 j mg/kg 1.77 2.1
STRONTIUM 104 mg/kg 7.53 NE
SULFATE 282 j mg/kg 36 NE
SB-13 (15.4-16.1)
SB-13 (20-20.8)
COI RESULT UNITS PBTV PSRG
ARSENIC 6.2 j mg/kg 4.697 5.8
BARIUM 942 mg/kg 819 580
CHROMIUM 172 mg/kg 32.8 3.8
NICKEL 141 mg/kg 18.6 130
STRONTIUM 206 mg/kg 7.53 NE
ARSENIC 8 mg/kg 4.697 5.8
BARIUM 1,360 mg/kg 819 580
CHROMIUM 246 mg/kg 32.8 3.8
NICKEL 182 mg/kg 18.6 130
SELENIUM 3.3 j mg/kg 1.77 2.1
STRONTIUM 253 mg/kg 7.53 NE
ARSENIC 8.5 mg/kg 4.697 5.8
BARIUM 1,100 mg/kg 819 580
CHROMIUM 217 mg/kg 32.8 3.8
NICKEL 182 mg/kg 18.6 130
STRONTIUM 295 mg/kg 7.53 NE
AB-06BR (56-57.5)
AB-06BR (57.5-59)
AB-06D (53-55)
COI RESULT UNITS PBTV PSRG
STRONTIUM 208 j+mg/kg 7.53 NE
AB-07D (29-30.5)
COI RESULT UNITS PBTV PSRG
CHROMIUM 39.4 mg/kg 32.8 3.8
STRONTIUM 28 mg/kg 7.53 NE
CHROMIUM 36.2 mg/kg 32.8 3.8
STRONTIUM 63.4 mg/kg 7.53 NE
AB-08D (24-25.5)
AB-08D (29-30.5)
COI RESULT UNITS PBTV PSRG
STRONTIUM 23.7 mg/kg 7.53 NE
SULFATE 969 j-mg/kg 36 NE
STRONTIUM 11.2 mg/kg 7.53 NE
SULFATE 1,040 j-mg/kg 36 NE
SB-02 (67.5-68.5)
SB-02 (73-74)
COI RESULT UNITS PBTV PSRG
STRONTIUM 10 mg/kg 7.53 NE
SULFATE 2,950 mg/kg 36 NE
SB-08 (31-32)
COI RESULT UNITS PBTV PSRG
STRONTIUM 27.1 mg/kg 7.53 NE
SB-03 (79-80)
COI RESULT UNITS PBTV PSRG
SULFATE 406 mg/kg 36 NE
SB-07 (70-71)
COI RESULT UNITS PBTV PSRG
STRONTIUM 11.9 mg/kg 7.53 NE
STRONTIUM 16.1 mg/kg 7.53 NE
AB-14D (39-40.5)
AB-14D (44-45.5)
COI RESULT UNITS PBTV PSRG
CHROMIUM 32.9 mg/kg 32.8 3.8
STRONTIUM 9.7 mg/kg 7.53 NE
CHROMIUM 47.8 mg/kg 32.8 3.8
STRONTIUM 16 mg/kg 7.53 NE
AB-20D (91-92)
AB-20D (96-97)
COI RESULT UNITS PBTV PSRG
STRONTIUM 13 mg/kg 7.53 NE
SULFATE 843 j-mg/kg 36 NE
STRONTIUM 13.5 mg/kg 7.53 NE
SULFATE 221 j-mg/kg 36 NE
SB-04 (50-51)
SB-04 (57-58)
COI RESULT UNITS PBTV PSRG
CHROMIUM 115 mg/kg 32.8 3.8
STRONTIUM 95.8 mg/kg 7.53 NE
STRONTIUM 100 j-mg/kg 7.53 NE
AB-13D (70-71)
AB-13D (63-64)
COI RESULT UNITS PBTV PSRG
STRONTIUM 11 mg/kg 7.53 NE
SB-11 (38-40)
COI RESULT UNITS PBTV PSRG
STRONTIUM 8.9 mg/kg 7.53 NE
GWA-07S (16-17)
AB-06D
AL-02D
AB-10D
AB-11D
AB-12D
AB-13D
AB-14D
AB-15BR
AB-15D
AB-16D
AB-17D
AB-20D
AB-21D
AB-02SAB-03D
AB-04SL
AB-05D
AB-06BR
AB-07D
AB-08D
AB-09BR
AL-01D
AL-02BR
AL-03D
AL-04D
GWA-02D
MW-14BR
OB-01
(Ash Basin)
AB-01BR
GWA-01BR
SB-01
SB-02
SB-03
SB-04
SB-07
SB-08
SB-10
SB-11
SB-13
SB-14
SB-15
GWA-07S
MARS
HAL
L
RDG
R
E
E
N
W
O
O
D R
DBEATTY RDSHERRILLS FORD RD
P:\DUKE ENERGY PROGRESS.1026\00 GIS BASE DATA\MARSHALL\MAPDOCS\CSA_SUPPLEMENT_2\FIG07-01 - SECONDARY SOIL RESULTS_24X36.MXDFIGURE 7-1
POTENTIAL SECONDARY SOURCE
SOIL ANALYTICAL RESULTS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
600 0 600 1,200 1,800 2,400
GRAPHIC SCALE IN FEET
LEGEND
148 RIVER STREET, SUITE 220
GREENVILLE, SC 29601
864-421-9999
www.synterracorp.com
PROJECT MANAGER: T. PLATING
DRAWN BY: B. YOUNG DATE: 01/29/2018
CHECKED BY: B. WILKER DATE: 01/29/2018
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANT SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
SATURATED SOIL SAMPLE LOCATION AND DEPTH
(FEET BELOW GROUND SURFACE)!(
MIX OF UNSATURATED AND SATURATED
SOIL SAMPLES AT LOCATION AND DEPTH!<
UNSATURATED SOIL SAMPLE LOCATION AND DEPTH
(FEET BELOW GROUND SURFACE)!(
FIGURE 9-1
PIPER DIAGRAM ̶ SURFACE WATER
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: T. PLATING
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update October
2017\Figures\Piper\Piper Diagram -Bedrock
Notes:
Pink–Free standing water in ash basin
Blue–Surface Water
Green–Background Surface Water
Data with charge balance >10% are omitted from
plot.
Data included for analysis up to September
2017.
Data represent samples with pH < 8.5 and
turbidity < 10.
Data presented may include lab-qualified results.
Refer to analytical data table notes for qualifier
definitions.
Non-detect analytical results are plotted at the
corresponding reporting limit.
SAMPLE ID
Generally characteristic of
background groundwater
conditions
Generally characteristic of
background groundwater conditions
Generally characteristic of
areas in or near central ash
basin
Generally characteristic of areas within
ash basin within northwestern
portion of ash basin
SW -01
SW -06
SW -07
SW -08
SW -10
SW -11
SW -12
M
J
J
J
J
J
J
SW-06
SW-10
SW-01
SW -11
SW -12
SW-07
SW -08
SW-10
SW-10
SW-12
SW-12
SW -06 SW-06
SW-11
SW-11SW-07
SW-07
SW -08 SW -08
SW-01
SW-01
FIGURE 10-1
PIPER DIAGRAM ̶ BACKGROUND WELLS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: T. PLATING
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update October
2017\Figures\Piper\Piper Diagram -Bedrock
Notes:
Orange –Shallow Well
Green –Deep Well
Purple–Bedrock Well
Data with charge balance >10% are omitted from
plot.
Data included for analysis up to September
2017.
Data represent samples with pH < 8.5 and
turbidity < 10.
Data presented may include lab-qualified results.
Refer to analytical data table notes for qualifier
definitions.
Non-detect analytical results are plotted at the
corresponding reporting limit.
Well ID
L BG-01D
H BG-03D
K GWA-04D
O GWA-04S
G GWA-05D
B GWA-08D
L BG-01S
P BG-02S
J BG-03S
D GWA-05S
M GWA-08S
I GWA-12S
C MS-10
M MW-04
P BG-01BRA
J BG-02BR
K BG-03BR
K GWA-12BR
MW-04DD
GWA-12S
BG-01S
Generally characteristic of
background groundwater
conditions
Generally characteristic of
background groundwater conditions
FIGURE 10-2
PIPER DIAGRAM ̶ WELLS BENEATH ASH BASIN
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: T. PLATING
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update October
2017\Figures\Piper\Piper Diagram -Bedrock
Notes:
Orange –Shallow Well
Green –Deep Well
Purple–Bedrock Well
Data with charge balance >10% are omitted from
plot.
Data included for analysis up to September
2017.
Data represent samples with pH < 9 and turbidity
< 10.
Data presented may include lab-qualified results.
Refer to analytical data table notes for qualifier
definitions.
Non-detect analytical results are plotted at the
corresponding reporting limit.
Well ID
Generally characteristic of
background groundwater
conditions
Generally characteristic of
background groundwater conditions
Generally characteristic of
areas in or near central ash
basin
Generally characteristic of areas within
ash basin within northwestern
portion of ash basin
AB-16S
AB-17D
AB-18D
AB-20D
AB-21D
AL-02D
AB-03D
AB-04D
AB-05D
AB-06D
AB-07D
AB-08D
AB-09S
AB-10D
AB-11D
AB-11S
AB-12D
AB-13D
AB-15D
P
J
H
L
M
O
I
A
B
B
C
D
E
K
G
H
I
J
K
AL-04D
MS-16
MW -01
MW -02
L
M
O M
AB-05BR
AL-02BR
AL-03BR
AB-09BR
AB-10BR
AB-12BR
AB-15BR
H
J
A
C
E
K
L
AL-03D
AL-04BRM
L
FIGURE 10-3
PIPER DIAGRAM ̶ DOWNGRADIENT WELLS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: T. PLATING
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update October
2017\Figures\Piper\Piper Diagram -Bedrock
Notes:
Orange –Shallow Well
Green –Deep Well
Purple–Bedrock Well
Data with charge balance >10% are omitted from
plot.
Data included for analysis up to September
2017.
Data represent samples with pH < 8.5 and
turbidity < 10.
Data presented may include lab-qualified results.
Refer to analytical data table notes for qualifier
definitions.
Non-detect analytical results are plotted at the
corresponding reporting limit.
Well ID
Generally characteristic of
background groundwater
conditions
Generally characteristic of
background groundwater conditions
Generally characteristic of
areas in or near central ash
basin
AB-01S
AL-01S
GWA-01S
GWA-02S
GWA-11S
GWA-15S
MW -06S
MW -07S
MW -08S
A
G
P
D
L
B
E
M
C
AB-01BR
AL-01BR
GWA-01BR
GWA-11BR
MW -14BR
A
G
P
L
H
AB-01D
AB-02D
AL-01D
GWA-01D
GWA-11D
MW -06D
MW -07D
MW -08D
MW -09D
MW -10D
MW -14D
A
E
G
P
L
E
M
C
L
J
H
Generally characteristic of areas within
ash basin within northwestern
portion of ash basin
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 0.5AB-3S0.41 j
AB-4S*0.29 j
AB-5S*0.13 j
AB-6S*0.34 j
AB-7S*5.5 AB-8S*0.11 j
AB-9S0.15 j
AB-10S*0.25 j AB-10SL*1.3AB-12S*0.27 j
AB-13S*19.2
AB-15S*0.12 j
AB-20S*30.9
AL-1S0.17 j
AL-2S0.2 j
AL-3S*21.6
BG-3S0.11 j
GWA-1S0.14 jGWA-2S0.32 j
GWA-5S0.1 j
GWA-12S0.1 j
GWA-14S0.19 j
MS-90.18 j
MS-150.41 j
MW-6S0.15 j
OB-1 (Ash Basin)0.16 j AB-1SND
AB-2SND
AB-4SL*ND
AB-11SND
AB-12SL*NDAB-14S*ND
AB-15SLND
AB-16SND
AB-17S*ND
AB-18S*ND
AB-21S*ND
BG-1SND
BG-2SNDGWA-3SND
GWA-4SND
GWA-6SND
GWA-7SND
GWA-8SND
GWA-10SND
GWA-11SND
GWA-13SND
GWA-15SND
MS-8ND
MS-10ND
MS-11ND
MS-12ND
MS-13ND
MS-14ND
MW-1ND
MW-2ND
MW-3ND
MW-4ND
MW-5ND
MW-7SND
MW-8SND
MW-9SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
CCR-1SND
CCR-2SND
CCR-3SND
CCR-4SND
CCR-5SND
CCR-9SND
CCR-11SND
CCR-12SND
CCR-13SND
CCR-14SND
CCR-15SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-1ISOCONCENTRATION MAPANTIMONY IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0 .5
0.5
AB-3D0.2 j
AB-5D0.16 j
AB-7D0.36 j
AB-9D0.16 j
AB-12D0.4 j
AB-18D0.1 j
AL-1D0.34 j
AL-2D0.26 j
AL-3D0.89
AL-4D0.16 j
GWA-1D0.43 j
GWA-7D0.25 j
GWA-14D†0.6
MW-6D0.13 j
CCR-9DA0.52
AB-1DND
AB-2DND
AB-4DND
AB-6DND
AB-8DND
AB-10DND
AB-11DND
AB-13DND
AB-14DND
AB-16DND
AB-17DND
AB-21DND
BG-1DND
BG-3DND
GWA-3DND
GWA-4DND GWA-5DND
GWA-10DND
GWA-11DND
MS-16ND
MW-7DND
MW-8DND
MW-9DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
CCR-1DND
CCR-2DND
CCR-3DND
CCR-4DND
CCR-5DND
CCR-11DND
CCR-12DND
CCR-13DND
CCR-14DND
CCR-15DND
CCR-16DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-2ISOCONCENTRATION MAPANTIMONY IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.5
AB-12BR0.22 j
AL-1BR0.19 j
AL-2BR0.67
AL-4BR0.1 j
BG-1BRA0.23 j
BG-3BR0.42 j
GWA-1BR0.12 j
MR10.29
MW-14BR0.43 j
AB-1BRND
AB-5BRND
AB-9BRND
AB-10BRND
AB-15BRND
BG-2BRNDGWA-6DND
GWA-8DND
GWA-9BRND
GWA-12BRND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR4ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLLND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-3ISOCONCENTRATION MAPANTIMONY IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.410AB-1S3.1
AB-2S0.23
AB-3S0.52
AB-4S*2.3
AB-4SL*1210
AB-5S*2.9
AB-6S*3050
AB-7S*20.7 AB-8S*85.6
AB-9S0.21 B
AB-10S*443 M1
AB-10SL*1240 1g
AB-11S0.32 B
AB-12S*229
AB-12SL*1190
AB-13S*777 M6
AB-14S*792 M6
AB-15S*854
AB-15SL973
AB-16S15.1
AB-17S*326
AB-18S*2140
AB-20S*53.7
AB-21S*3640
AL-1S1.6
AL-2S0.2
AL-3S*241
BG-1S0.045 j
BG-2S0.17
BG-3S0.26
GWA-1S0.12GWA-2S0.12
GWA-3S0.067 j
GWA-4S0.082 j
GWA-5S0.21
GWA-6S0.096 j,B
GWA-7S0.42 B
GWA-8S0.059 j
GWA-10S0.29 B
GWA-11S0.15
GWA-12S0.082 j,B
GWA-13S0.056 j
GWA-14S0.13 B
GWA-15S0.13
MS-80.12 B
MS-90.17 BMS-100.053 j,B
MS-110.051 j,B
MS-120.042 j,B
MS-130.12 B
MS-140.2 B
MS-150.12 B
MW-10.085 j
MW-20.086 j
MW-30.053 j,B
MW-50.15
MW-6S0.76
MW-7S3.3
MW-8S0.28
MW-9S0.11 B
OB-1 (Ash Basin)0.046 j
CCR-1S0.41
CCR-2S0.093 j CCR-4S0.46
CCR-5S1.1
CCR-9S1.3
CCR-11S3.9
CCR-12S1.3
CCR-13S12.2
CCR-14S0.69
CCR-15S0.14
MW-4ND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
CCR-3SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.4 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-4ISOCONCENTRATION MAPARSENIC IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.60.6
0.60.6AB-1D0.057 j
AB-2D0.15
AB-3D0.12 B
AB-4D0.22 B
AB-5D0.78
AB-6D1.2
AB-7D0.98 AB-8D0.37 B
AB-9D0.51 B
AB-10D0.7
AB-11D0.17 B
AB-12D4.4
AB-13D0.46 B
AB-14D0.15
AB-16D1.7
AB-17D0.17
AB-18D0.51 B
AB-21D0.15 B
AL-1D0.11
AL-2D0.3
AL-3D0.33
AL-4D0.23
BG-1D0.18
BG-3D0.38
GWA-1D0.26 B
GWA-3D0.14 B
GWA-4D†1.1 GWA-5D0.099 j
GWA-7D0.26 j,B
GWA-10D0.069 j,B
GWA-11D0.066 j
GWA-14D†0.83
MS-160.11 B
MW-6D0.075 j,B
MW-7D0.15
MW-8D0.091 j
MW-9D0.12 B
CCR-1D0.4
CCR-2D0.066 j
CCR-3D0.058 j
CCR-4D0.14
CCR-5D0.51
CCR-9DA0.76
CCR-11D0.07 j
CCR-12D0.077 j
CCR-13D0.075 j
CCR-14D0.058 j
CCR-15D0.56
CCR-16D0.44
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.6 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-5ISOCONCENTRATION MAPARSENIC IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.6
AB-1BR0.21
AB-5BR0.36 B
AB-9BR0.7
AB-10BR0.5
AB-12BR0.77
AB-15BR0.11
AL-1BR0.093 j
AL-2BR0.28
AL-4BR0.1
BG-1BRA0.43
BG-2BR0.24
BG-3BR0.41
GWA-1BR0.12
GWA-6D0.18 B
GWA-8D0.22
GWA-9BR0.058 j
GWA-12BR0.39 B
MR122.9
MR40.66
MW-14BR0.17
AL-2BRLL0.3 B
MR1ND
MR10ND
MR11ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.6 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-6ISOCONCENTRATION MAPARSENIC IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
3
1
0
310
700700
AB-1S67
AB-2S29
AB-3S20.1
AB-4S*97.9
AB-4SL*80.2
AB-5S*8.1
AB-6S*224
AB-7S*36.9 AB-8S*54.5
AB-9S17.1
AB-10S*56.8
AB-10SL*364
AB-11S10.2
AB-12S*223
AB-12SL*1100
AB-13S*285
AB-14S*35.5
AB-15S*411
AB-15SL412
AB-16S93.3
AB-17S*40.6
AB-18S*339
AB-20S*30.2
AB-21S*45.2
AL-1S84.1
AL-2S44
AL-3S*27
BG-1S30.2
BG-2S†336
BG-3S†580
GWA-1S44.1GWA-2S92.1
GWA-3S38.8
GWA-4S39.7
GWA-5S23.4
GWA-6S65.5
GWA-7S150
GWA-8S22.2
GWA-10S50
GWA-11S63.8
GWA-12S44
GWA-13S91.6
GWA-14S44.7
GWA-15S170
MS-837.6 MS-941.8
MS-10140
MS-1172.3
MS-1286.6
MS-13101
MS-1446.3
MS-15126
MW-1330
MW-286.3
MW-3298
MW-451
MW-546.6
MW-6S54.1
MW-7S84.9
MW-8S139
MW-9S272
MW-10S44
MW-11S55
MW-12S52
MW-13S42
MW-14S29
OB-1 (Ash Basin)1010
CCR-1S106
CCR-2S62.6
CCR-3S34.1
CCR-4S99
CCR-5S103
CCR-9S136
CCR-11S63.2CCR-12S2250
CCR-13S98
CCR-14S841
CCR-15S10.7
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 310 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-7ISOCONCENTRATION MAPBARIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BARIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 1271271277
0
0
AB-1D413
AB-2D25.8
AB-3D120
AB-4D73
AB-5D138
AB-6D79.3
AB-7D146
AB-8D50.8
AB-9D263
AB-10D360
AB-11D15
AB-12D62.8
AB-13D201
AB-14D174
AB-16D168
AB-17D21.7
AB-18D37
AB-21D165
AL-1D770
AL-2D51.4
AL-3D81.9
AL-4D76.8
BG-1D116
BG-3D†811
GWA-1D55.5
GWA-3D38.1
GWA-4D30 GWA-5D16.7
GWA-7D363
GWA-10D78.8
GWA-11D121
GWA-14D25.9
MS-1694.6
MW-6D287
MW-7D73.2
MW-8D11.7
MW-9D91.2
MW-10D19
MW-11D58
MW-12D18
MW-13D49
MW-14D35
CCR-1D11.9
CCR-2D31.2
CCR-3D39.6
CCR-4D53.2
CCR-5D67.3
CCR-9DA63.7
CCR-11D921
CCR-12D60.9
CCR-13D230
CCR-14D541
CCR-15D359
CCR-16D38.4
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 127 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-8ISOCONCENTRATION MAPBARIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BARIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1BR56
AB-5BR77.8
AB-9BR205
AB-10BR209
AB-12BR32.1
AB-15BR99.3
AL-1BR316
AL-2BR148
AL-4BR124
BG-1BRA345
BG-2BR†436
BG-3BR56.9
GWA-1BR36.4
GWA-6D29.3
GWA-8D30.9
GWA-9BR16.3
GWA-12BR28.1
MR113
MR1038.8
MR1148.5
MR1234
MR1332.1
MR1449.5
MR1686.5
MR1710.6
MR1817
MR2014
MR2174.6
MR2279.3
MR23121
MR2553.8
MR2652
MR2937
MR3123.3
MR32107
MR3326.7
MR3518
MR3732.3MR3891.7
MR4370
MR4017.4
MR4235MR4343
MR4433
MR45127
MR4783.5
MR4858.4
MR650.5
MR814
MR917.6
MW-4D41
MW-14BR31.6
AL-2BRLL98.8
MR36ND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 435 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-9ISOCONCENTRATION MAPBARIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BARIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.20.2
0.2 0.24AB-1S1.7
AB-2S0.057 j
AB-3S1.8
AB-5S*3.6
AB-6S*0.31 B
AB-7S*0.016 j AB-8S*0.12
AB-9S0.025 j
AB-10S*0.041 j AB-10SL*0.035 j
AB-12S*0.086 j AB-12SL*0.018 j
AB-14S*0.064 j
AB-15S*0.017 j
AB-15SL0.024 j
AB-16S0.031 j
AB-17S*0.1
AB-20S*0.3
AB-21S*0.032 j
AL-1S5.3
AL-2S1.1
AL-3S*0.036 j
BG-1S0.034 j
BG-2S0.024 j
BG-3S0.018 j
GWA-1S0.71
GWA-2S†0.25
GWA-3S0.047 j
GWA-4S0.043 j
GWA-5S0.022 j
GWA-6S0.1
GWA-7S0.01 j
GWA-8S0.02 j
GWA-10S0.089 j
GWA-11S0.19
GWA-12S0.076 j
GWA-13S0.045 j
GWA-14S0.092 j
GWA-15S0.15
MS-80.052 j
MS-100.13
MS-110.052 j
MS-120.18
MS-13†0.25
MW-10.2
MW-20.15
MW-30.58
MW-50.3
MW-6S0.65 M1,R1
MW-7S1.3
OB-1 (Ash Basin)0.16
CCR-1S0.38
CCR-2S0.13
CCR-3S0.13
CCR-4S0.6
CCR-5S0.091 j
CCR-9S2.4
CCR-11S1.8CCR-12S5.2
CCR-13S0.025 j
CCR-14S1.7
CCR-15S0.13
AB-4S*ND
AB-4SL*ND
AB-11SND
AB-13S*ND
AB-18S*ND
MS-9ND
MS-14ND
MS-15ND
MW-4ND
MW-8SND
MW-9SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-10ISOCONCENTRATION MAPBERYLLIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 0.10.1AB-2D0.031 j
AB-4D0.053 j
AB-5D0.1
AB-6D0.58
AB-7D0.01 j
AB-9D0.035 j
AB-10D0.028 jAB-14D0.046 j
AL-1D0.024 j
AL-2D0.052 j
AL-4D0.043 j
BG-3D0.013 j
GWA-1D0.02 j
GWA-3D0.012 j
GWA-5D0.049 j
GWA-11D0.042 j
GWA-14D0.063 j
MS-160.025 j
MW-6D0.029 j
MW-7D0.025 j
MW-8D0.11
MW-9D0.064 j
CCR-1D0.032 j
CCR-2D0.097 j CCR-5D0.047 j
CCR-11D0.55
CCR-14D0.04 j
CCR-16D0.02 j
AB-1DND
AB-3DND
AB-8DND
AB-11DND
AB-12DND
AB-13DND
AB-16DND
AB-17DND
AB-18DND
AB-21DND
AL-3DND
BG-1DND
GWA-4DND
GWA-7DND
GWA-10DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
CCR-3DND
CCR-4DND
CCR-9DAND
CCR-12DND
CCR-13DND
CCR-15DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-11ISOCONCENTRATION MAPBERYLLIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
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&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.2AB-1BR0.039 j
AB-5BR0.32
AB-10BR0.04 j
AB-15BR0.02 j
AL-1BR0.01 j
AL-4BR0.039 j
GWA-1BR0.019 j
GWA-12BR0.011 j
MR38†0.21
MR40.19
AL-2BRLL0.017 j,B
AB-9BRND
AB-12BRND
AL-2BRND
BG-1BRAND
BG-2BRND
BG-3BRND
GWA-6DND
GWA-8DND
GWA-9BRND
MR1ND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
MW-14BRND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-12ISOCONCENTRATION MAPBERYLLIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
5050700AB-1S5300
AB-3S1160
AB-4S*246
AB-4SL*583
AB-5S*2280
AB-6S*5810
AB-7S*9390 AB-8S*1230 AB-9S25.6 j
AB-10S*25000 M6 AB-10SL*11400
AB-12S*75200
AB-12SL*2860
AB-13S*788
AB-14S*20500
AB-15S*3890
AB-15SL1570
AB-16S115
AB-17S*24200
AB-18S*2300
AB-20S*48500 M6
AB-21S*2920
AL-1S4480
AL-2S9620
AL-3S*67400
BG-1S33.8 j
GWA-11S2880
GWA-15S1520
MW-1212
MW-22880
MW-6S1360
MW-7S5130
MW-8S236
MW-14S2340
OB-1 (Ash Basin)1740
CCR-2S123
CCR-4S243
CCR-5S112
CCR-9S4250
CCR-11S5300
CCR-12S3620
CCR-13S5810
CCR-14S2290
AB-2SND
AB-11SND
BG-2SND
BG-3SND
GWA-1SNDGWA-2SND
GWA-3SND
GWA-4SND
GWA-5SND
GWA-6SND
GWA-7SND
GWA-8SND
GWA-10SND
GWA-12SND
GWA-13SND
GWA-14SND
MS-8ND
MS-9NDMS-10ND
MS-11ND
MS-12ND
MS-13ND
MS-14ND
MS-15ND
MW-3ND
MW-4ND
MW-5ND
MW-9SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
CCR-1SND
CCR-3SND
CCR-15SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-13ISOCONCENTRATION MAPBORON IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
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ASH BASIN
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ASH BASIN
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PV STRUCTURALFILL
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ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 5050 7
0
0
70045004
5
0
0
AB-1D933
AB-2D366
AB-3D174
AB-4D363
AB-6D6270
AB-7D44 j
AB-10D1580
AB-12D1350
AB-14D314
AB-15D47.1 jAB-20D39.2 j
AL-1D2340
AL-2D9720
AL-3D4860
AL-4D29500
GWA-11D1010
MW-6D124
MW-7D291
MW-8D239
MW-9D455
MW-14D2140
CCR-2D134
CCR-11D2340
CCR-13D83.5
CCR-14D1850
AB-5DND
AB-8DND
AB-9DND
AB-11DND
AB-13DND
AB-16DND
AB-17DND
AB-18DND
AB-21DND
BG-1DND
BG-3DND
GWA-1DNDGWA-2DAND
GWA-3DND
GWA-4DND GWA-5DND
GWA-7DND
GWA-10DND
GWA-12DND
GWA-13DAND
GWA-14DND
MS-16ND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
CCR-1DND
CCR-3DND
CCR-4DND
CCR-5DND
CCR-9DAND
CCR-12DND
CCR-15DND
CCR-16DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-14ISOCONCENTRATION MAPBORON IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 50 507007
0
0
AB-1BR1250
AB-6BRA276
AB-10BR283
AL-1BR446
AL-2BR2650 AL-2BRL1810
AL-3BR775AL-4BR7120
GWA-11BR31.7 j
MR445.1
MW-14BR53.7
AL-2BRLL9450
AB-5BRND
AB-9BRND
AB-12BRND
AB-15BRND
BG-1BRAND
BG-2BRND
BG-3BRND
GWA-1BRND
GWA-6DND
GWA-8DND
GWA-9BRND
GWA-12BRND
MR1ND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR4ND
MR40ND
MR42ND
MR43ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-15ISOCONCENTRATION MAPBORON IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.080.08AB-1S0.24
AB-3S0.28
AB-4S*0.075 jAB-5S*0.27
AB-6S*0.45
AB-7S*0.51
AB-10S*0.25
AB-10SL*0.087
AB-20S*7.6
AL-1S0.3
AL-2S0.79
AL-3S*3.1
GWA-11S0.24
GWA-12S0.062 j
GWA-13S0.061 j
GWA-15S0.33
MW-10.15
MW-20.1
MW-50.064 j
MW-6S0.24
MW-7S0.18
MW-9S0.061 j
OB-1 (Ash Basin)0.23
CCR-2S0.085
CCR-4S0.71
CCR-9S0.96
CCR-11S0.24
CCR-12S1.3
CCR-14S0.52
AB-2SND
AB-4SL*ND
AB-8S*ND
AB-9SND
AB-11SND
AB-12S*ND
AB-12SL*ND
AB-13S*ND
AB-14S*ND
AB-15S*ND
AB-15SLND
AB-16SND
AB-17S*ND
AB-18S*ND
AB-21S*ND
BG-1SND
BG-2SND
BG-3SND
GWA-1SNDGWA-2SND
GWA-3SND
GWA-4SND
GWA-5SND
GWA-6SND
GWA-7SND
GWA-8SND
GWA-10SND
GWA-14SND
MS-8ND MS-9ND
MS-10ND
MS-11ND
MS-12ND
MS-13ND
MS-14ND
MS-15ND
MW-3ND
MW-4ND
MW-8SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
CCR-1SND
CCR-3SND
CCR-5SND
CCR-13SND
CCR-15SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-16ISOCONCENTRATION MAPCADMIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.080.080.0
8
AB-1D0.067 j
AB-5D0.17
AL-2D0.099
AL-4D0.11
BG-1D0.053 j
GWA-1D0.061 j
GWA-14D†0.18
MW-6D0.12
MW-9D0.13
CCR-11D1.2
AB-2DND
AB-3DND
AB-4DND
AB-6DND
AB-7DND AB-8DND
AB-9DND
AB-10DND
AB-11DND
AB-12DND
AB-13DND
AB-14DND
AB-16DND
AB-17DND
AB-18DND
AB-21DND
AL-1DND
AL-3DND
BG-3DND
GWA-3DND
GWA-4DND GWA-5DND
GWA-7DND
GWA-10DND
GWA-11DND
MS-16ND
MW-7DND
MW-8DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
CCR-1DND
CCR-2DND
CCR-3DND
CCR-4DND
CCR-5DND
CCR-9DAND
CCR-12DND
CCR-13DND
CCR-14DND
CCR-15DND
CCR-16DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-17ISOCONCENTRATION MAPCADMIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-5BR0.063 j
AB-12BR0.063 j
MR1†0.84
MR4†0.12
MR40†0.09
AB-1BRND
AB-9BRND
AB-10BRND
AB-15BRND
AL-1BRND
AL-2BRND
AL-4BRND
BG-1BRAND
BG-2BRND
BG-3BRND
GWA-1BRND
GWA-6DND
GWA-8DND
GWA-9BRND
GWA-12BRND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23NDMR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
MW-14BRND
AL-2BRLLND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-18ISOCONCENTRATION MAPCADMIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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FGDRESIDUELANDFILL
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ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 5.5250
1
AB-1S248
AB-2S3
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AB-4S*7.9
AB-4SL*9
AB-5S*39.1
AB-6S*3.5
AB-7S*4.5 AB-8S*4.9 M1
AB-9S2.8
AB-10S*8.6
AB-10SL*7.2
AB-11S2
AB-12S*2690
AB-12SL*132
AB-13S*0.9 j
AB-14S*7.7
AB-15S*41AB-15SL3.8
AB-16S2.1
AB-17S*14.7
AB-18S*8.2
AB-20S*67
AB-21S*434
AL-1S231
AL-2S1.6
AL-3S*24
BG-1S5
BG-2S2.1
BG-3S2.6 M1
GWA-1S3GWA-2S1.3
GWA-3S2.3
GWA-4S3.9
GWA-5S1.2
GWA-6S3.3
GWA-7S5.1
GWA-8S4.5
GWA-10S1.7
GWA-11S4.2
GWA-12S2.2
GWA-13S1.6
GWA-14S1.2
GWA-15S157
MS-81.1
MS-90.98 jMS-101.1
MS-112.8
MS-123.4
MS-132.9
MS-140.86 j
MS-152.1
MW-1139
MW-24.6
MW-310.1
MW-42
MW-52.4
MW-6S52.4
MW-7S201
MW-8S2.4MW-9S14.7
MW-10S1
MW-11S2.9
MW-12S1.2
MW-13S4.3
MW-14S140
OB-1 (Ash Basin)238
CCR-1S4.1
CCR-2S6.9
CCR-3S3.5
CCR-4S9.2
CCR-5S12.1
CCR-9S216 M6
CCR-11S232
CCR-12S246
CCR-13S255
CCR-14S338 M6
CCR-15S1.9
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.5 mg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-19ISOCONCENTRATION MAPCHLORIDE IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CHLORIDE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
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&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
4.7
250
250
AB-1D234
AB-2D5.1
AB-3D4.6
AB-4D8.4
AB-5D2.6
AB-6D3.6
AB-7D2.2 AB-8D2.5
AB-9D1.9
AB-10D5.2
AB-11D1.8
AB-12D182
AB-13D1.9
AB-14D1.8
AB-16D3.1
AB-17D1.2
AB-18D1.8
AB-21D8.6
AL-1D282
AL-2D2.6
AL-3D3
AL-4D3.2
BG-1D3.3
BG-3D2.9
GWA-1D2.3
GWA-3D2.2
GWA-4D3.5 GWA-5D1.4
GWA-7D2.7
GWA-10D1.4
GWA-11D4.3
GWA-14D2.1
MS-161.4
MW-6D122
MW-7D106
MW-8D8.3 M1
MW-9D6.6
MW-10D1.5
MW-11D2.1
MW-12D1.1
MW-13D4.6
MW-14D58
CCR-1D1.4
CCR-2D5.4
CCR-3D1.2
CCR-4D0.86 j
CCR-5D3.3
CCR-9DA40.3
CCR-11D290
CCR-12D3.3
CCR-13D132
CCR-14D251
CCR-15D3
CCR-16D3.6
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.7 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-20ISOCONCENTRATION MAPCHLORIDE IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CHLORIDE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 4.54.5
AB-1BR220
AB-5BR1.7
AB-9BR1.5
AB-10BR3.1
AB-12BR1.7
AB-15BR2.1
AL-1BR158
AL-2BR1.1
AL-4BR1.6
BG-1BRA3.6
BG-2BR2.3
BG-3BR2.8
GWA-1BR3.3
GWA-6D3.3
GWA-8D2.8
GWA-9BR4.2
GWA-12BR1.5
MR1†7.2
MR102.4
MR111.3
MR122.3
MR131.1
MR142.3
MR16†10.2
MR171.3
MR183.5
MR203.1
MR214.1
MR222.3
MR23†27.6
MR25†6.5
MR263
MR291.5
MR311.6
MR32†5.7
MR332.9
MR351.4 MR362.7
MR37†5.3
MR381.5
MR4†55
MR402.8
MR424.1MR431.6
MR441.6
MR45†6.2
MR471.1
MR482.5
MR6†4.7
MR82.2
MR91
MW-4D1.5
MW-14BR39.6
AL-2BRLL4.4
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.5 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-21ISOCONCENTRATION MAPCHLORIDE IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CHLORIDE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<&<
&<&<
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AB-1S0.52 B
AB-2S0.14 j
AB-3S0.22 j
AB-5S*5.6
AB-6S*0.74
AB-7S*13.8 AB-9S2.7
AB-10S*0.27 jAB-10SL*0.21 jAB-12S*0.18 j
AB-14S*0.42 j
AB-15S*1.5 AB-15SL0.26 j
AB-16S0.71
AB-17S*0.62
AB-18S*2.2 j
AB-20S*2.9
AB-21S*2
AL-1S4.3
AL-2S6.4
AL-3S*1.2
BG-2S5.9
BG-3S†18.6
GWA-1S2.5GWA-2S2.5
GWA-3S0.47 j
GWA-4S1.4
GWA-5S1.5
GWA-6S0.58
GWA-7S2.6
GWA-8S1
GWA-10S2
GWA-11S2.3
GWA-12S0.28 j
GWA-13S1.2
GWA-14S1.2
GWA-15S1.5
MS-84.8 MS-92
MS-100.75
MS-112.4
MS-122
MS-130.3 j
MS-140.99
MS-15†16.5
MW-14.6
MW-20.19 j
MW-31.4
MW-50.56
MW-6S1.6
MW-7S52.1MW-8S0.34 j
MW-11S6 OB-1 (Ash Basin)7.7
CCR-1S0.97
CCR-2S0.14 j
CCR-3S0.82
CCR-4S0.2 j
CCR-5S0.37 j
CCR-9S22
CCR-11S1
CCR-12S1.7
CCR-13S0.24 j
CCR-14S10.7
CCR-15S2.9
AB-2S0.48AB-3S0.024 j
AB-4S*0.012 j
AB-7S*0.98
AB-8S*0.35
AB-9S0.24
AB-10S*0.04 j,D3
AB-11S0.014 j
AB-12S*0.21
AB-13S*0.016 j
AB-14S*0.49
AB-15S*0.18 AB-15SL0.33
AB-16S0.89
AB-17S*0.9 P4
AB-18S*0.014 j
AB-20S*0.5
AB-21S*1.1 P4
AL-1S0.16
AL-2S1.5
BG-1S3.4
BG-2S4.7
BG-3S6.4
GWA-1S0.26
GWA-2S2.6
GWA-3S0.41
GWA-4S0.9
GWA-5S0.054
GWA-6S0.22
GWA-7S0.078
GWA-8S0.75
GWA-10S1.4
GWA-11S0.21
GWA-12S0.58
GWA-13S0.53
GWA-14S0.22
GWA-15S0.15
MS-83 MS-91.5
MS-100.68
MS-112.1
MS-120.88
MS-130.18
MS-140.25
MS-15†17
MW-14.3
MW-20.11
MW-31.2
MW-50.19
MW-6S0.089
MW-8S0.066
MW-9S0.35
OB-1 (Ash Basin)2
AB-4S*NDAB-4SL*ND
AB-8S*ND
AB-11SND
AB-12SL*ND
AB-13S*ND
BG-1SND
MW-4ND
MW-9SND
MW-10SND
MW-12SND
MW-13SND
MW-14SND
AB-1SND
AB-4SL*ND
AB-5S*ND
AB-6S*ND
AB-10SL*ND
AB-12SL*ND
AL-3S*ND
MW-7SND
MW-4NS
MW-10SNS
MW-11SNS
MW-12SNS
MW-13SNS
MW-14SNS
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SNS
CCR-5SNS
CCR-9SNS
CCR-11SNS
CCR-12SNS
CCR-13SNS
CCR-14SNS
CCR-15SNS
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
1 6 .5
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 16.5 µg/L.
DASHED CONTOUR WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>9) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO SEPTEMBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-22ISOCONCENTRATION MAPCHROMIUM (VI) AND CHROMIUM (TOTAL) IN SHALLOWGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps_Chromium.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
TOTAL CHROMIUM NOT SAMPLEDNS
CHROMIUM (VI) NOT SAMPLEDNS
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1
CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
NORTH CAROLINA 2L CONTOURPBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<&<
&<&<&<&<&<&<
&<&<
&<&<&<&<
&<&<
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AB-1D0.71 B
AB-2D0.6
AB-6D0.65
AB-7D0.63
AB-10D0.3 j
AB-12D8.8
AB-13D0.96
AB-14D2.3
AB-16D0.32 j
AB-17D1.2
AL-1D1.6
AL-2D5.8
AL-3D3.5
AL-4D2
BG-1D2.1
GWA-1D0.75
GWA-3D0.53
GWA-4D0.15 j GWA-5D0.59
GWA-7D4.9
GWA-10D0.1 j
GWA-11D2.8
GWA-14D1.3
MS-163.4
MW-6D0.36 j
MW-8D0.16 j
MW-11D†9
CCR-1D0.11 j
CCR-2D1.1
CCR-3D0.14 j
CCR-4D0.81
CCR-5D0.39 j
CCR-9DA2.6CCR-11D3.4
CCR-12D1
CCR-13D0.21 j
CCR-14D0.84
CCR-15D2.8
CCR-16D0.61
AB-1D0.024 j
AB-2D0.24
AB-3D0.036
AB-4D0.02 j
AB-7D0.85 AB-8D0.012 j
AB-10D0.21
AB-11D0.083
AB-12D0.23
AB-13D0.018 j
AB-14D1.9
AB-16D0.014 j
AB-17D1.2
AB-18D0.14
AL-1D0.021 j
AL-2D0.19
AL-3D0.098 M1
AL-4D1.1
BG-1D1.4
GWA-3D0.34
GWA-4D0.023 j GWA-5D0.46
GWA-7D5.7
GWA-11D1.9
GWA-14D0.46
MS-162.6
MW-6D0.073
MW-7D0.052 j,D3MW-8D0.021 j
MW-9D0.059 M1
AB-3DND
AB-4DND
AB-5DND
AB-8DND
AB-9DND
AB-11DND
AB-18DND
AB-21DND
MW-7DND
MW-9DND
MW-10DND
MW-12DND
MW-13DND
MW-14DND
AB-5DND
AB-6DND
AB-9DND
AB-21DND
GWA-1DND
GWA-10DND
MW-10DNS
MW-11DNS
MW-12DNS
MW-13DNS
MW-14DNS
CCR-1DNS
CCR-2DNS
CCR-3DNS
CCR-4DNS
CCR-5DNS
CCR-9DANSCCR-11DNS
CCR-12DNS
CCR-13DNS
CCR-14DNS
CCR-15DNS
CCR-16DNS
BG-3D6
BG-3D4.7
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 7.6MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 7.6 µg/L.
DASHED CONTOUR WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>9) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO SEPTEMBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-23ISOCONCENTRATION MAPCHROMIUM (VI) AND CHROMIUM (TOTAL) IN DEEPGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps_Chromium.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
TOTAL CHROMIUM NOT SAMPLEDNS
CHROMIUM (VI) NOT SAMPLEDNS
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1
CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
NORTH CAROLINA 2L CONTOURPBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
AB-1BR0.74 B
AB-10BR0.16 j
AB-15BR0.12 j
AL-1BR2.6
AL-2BR3.4
AL-4BR4.6
BG-1BRA1.8
BG-2BR7.9
BG-3BR†24.2
GWA-1BR3.4
GWA-6D0.6
GWA-8D0.63 B
GWA-9BR0.9
MR100.99
MR110.87
MR130.56
MR140.82
MR200.96
MR220.91
MR231.5
MR251.1
MR261.4
MR292.9
MR311.5
MR320.88
MR331
MR372.8
MR381.7
MR400.56
MR420.96
MR434.8
MR441.2
MR451
MR471.6
MR481.4
MR61
MR80.81
MR90.92
MW-14BR0.39 j
AB-15BR0.028
AL-1BR0.05
AL-2BR0.66
AL-4BR0.44
BG-1BRA1.5
BG-2BR6.7
BG-3BR1.9
GWA-1BR2.6
GWA-6D0.48
GWA-8D0.32
GWA-9BR0.62
GWA-12BR0.018 j
MR100.43
MR110.52
MR130.18
MR140.65
MR170.25
MR180.037
MR200.43
MR210.15
MR220.56
MR231.1
MR250.96
MR261.2
MR291.5
MR311.4
MR320.41
MR330.9
MR372.7
MR381.3
MR400.5
MR420.63
MR432.4
MR440.54
MR450.73
MR471.3
MR480.98
MR60.83
MR80.56
MR90.68
MW-14BR0.25
AB-5BRND
AB-9BRND
AB-12BRND
GWA-12BRND
MR1ND
MR12ND
MR16ND
MR17ND
MR18ND
MR21NDMR35ND
MR36ND
MR4ND
MW-4DND
AB-1BRND
AB-5BRND
AB-9BRND
AB-10BRND
AB-12BRND
MR1ND
MR12ND
MR16NDMR35ND
MR36ND
MR4ND
MW-4DNS
AL-2BRLNS AL-2BRLNS
AL-2BRLL0.85 AL-2BRLLND
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GREENWOOD RD
MARSHALL RDBEATTY RDSHERRI
LLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 8.3 µg/L.
DASHED CONTOUR WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>9) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO SEPTEMBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-24ISOCONCENTRATION MAPCHROMIUM (VI) AND CHROMIUM (TOTAL) IN BEDROCKGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps_Chromium.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
TOTAL CHROMIUM NOT SAMPLEDNS
CHROMIUM (VI) NOT SAMPLEDNS
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1
CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
NORTH CAROLINA 2L CONTOURPBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
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&<
&<
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&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 1.21.2
AB-1S31
AB-2S16.1
AB-3S16.8
AB-4S*0.47
AB-4SL*0.37 j
AB-5S*36.4
AB-6S*0.61
AB-7S*6.1
AB-8S*10.8
AB-9S1.6
AB-10S*1.7 AB-10SL*2.2
AB-11S0.73
AB-12S*0.18
AB-13S*5.4AB-14S*0.092 j
AB-15S*1.6
AB-15SL4.4
AB-16S6
AB-17S*0.47
AB-18S*0.2 j
AB-20S*568
AB-21S*2.3
AL-1S5.7
AL-2S0.27
AL-3S*0.21
BG-2S0.089 j
BG-3S0.72
GWA-1S1.1GWA-2S0.2
GWA-3S0.018 j
GWA-4S0.14
GWA-5S0.21
GWA-6S0.11
GWA-7S4.9
GWA-8S0.057 j
GWA-10S0.2
GWA-11S0.35
GWA-12S0.66
GWA-13S0.31
GWA-14S†1.3
GWA-15S1.9
MS-80.18 MS-90.05 j
MS-100.52
MS-110.16
MS-12†1.2
MS-130.032 j
MS-140.027 j
MW-10.062 j
MW-20.085 j
MW-38.5
MW-53.9
MW-6S55.8
MW-7S50.9
MW-8S1.2
MW-9S0.078 j
MW-14S4.86
OB-1 (Ash Basin)0.095 j
CCR-1S3.5
CCR-2S7.5
CCR-3S0.24
CCR-4S90.1
CCR-5S0.84
CCR-9S129
CCR-11S90.8
CCR-12S86.7
CCR-13S18.8
CCR-14S10.7
CCR-15S0.2
AB-12SL*ND
BG-1SND
MS-15ND
MW-4ND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 1.2 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-25ISOCONCENTRATION MAPCOBALT IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
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&<
&<
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&<
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&<
&<
&<
&<
&<
&<
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&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
1 .9
AB-1D7.9
AB-2D0.52
AB-3D0.075 j
AB-4D0.38
AB-5D4
AB-6D1.5
AB-7D0.23 AB-8D0.15
AB-9D3.8
AB-10D9.6
AB-11D0.061 j
AB-12D0.1
AB-13D2.1
AB-14D0.059 j
AB-16D0.43
AB-17D0.33
AB-18D0.15
AB-21D1.3
AL-1D0.26
AL-2D4
AL-3D0.63
AL-4D0.36
BG-1D0.6
BG-3D0.12
GWA-1D0.54
GWA-3D0.88
GWA-4D0.089 j
GWA-7D0.12
GWA-10D0.25
GWA-11D0.12
GWA-14D0.34
MS-160.12
MW-6D0.13
MW-7D0.018 j
MW-8D0.35
MW-9D1.2
MW-14D1.95
CCR-1D0.02 j
CCR-2D0.054 j
CCR-4D1.8
CCR-5D0.47
CCR-9DA0.32
CCR-11D4.4
CCR-12D0.13
CCR-13D0.028 j
CCR-14D0.069 j
CCR-15D0.054 j
CCR-16D0.031 j
GWA-5DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
CCR-3DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 1.9 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-26ISOCONCENTRATION MAPCOBALT IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1BR1.3
AB-5BR0.98
AB-9BR0.16
AB-10BR0.1
AB-12BR0.049 j
AB-15BR0.018 j
AL-1BR0.057 j
AL-2BR1.1
AL-4BR0.16
BG-1BRA0.19
BG-2BR0.31
BG-3BR0.95
GWA-1BR0.98
GWA-6D0.26
GWA-8D0.069 j
GWA-9BR0.019 j
GWA-12BR1.5
MR210.75
MR40.36
MW-14BR0.05 j
AL-2BRLL0.14 B
MR1ND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 2.8 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-27ISOCONCENTRATION MAPCOBALT IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
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&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 744AB-1S2800
AB-2S1480
AB-3S4750
AB-4S*39.5 j
AB-4SL*70.2
AB-5S*272000
AB-6S*5900
AB-7S*596 AB-8S*19300
AB-9S131
AB-10S*9040
AB-10SL*272
AB-11S79.9
AB-12S*13500 AB-12SL*8460
AB-13S*3930
AB-14S*47200
AB-15S*13200
AB-15SL12200
AB-16S55300
AB-17S*136000
AB-18S*4050
AB-20S*235
AB-21S*395000
AL-1S261
AL-2S237
AL-3S*159
BG-1S383
BG-2S183
BG-3S732
GWA-1S163GWA-2S35.2 j
GWA-3S53.9
GWA-4S517
GWA-5S216
GWA-6S305
GWA-7S2600
GWA-8S252
GWA-10S299
GWA-11S496
GWA-12S47.4 j
GWA-13S57.6
GWA-14S†1190
GWA-15S192
MS-8486 MS-928.1 j
MS-1041.7 j
MS-11160
MS-1326.5 j
MW-266.6
MW-390.4
MW-4100
MW-5276
MW-6S133
MW-7S169MW-8S845
MW-10S22
MW-11S27
MW-12S19
MW-13S363
MW-14S389
OB-1 (Ash Basin)34.6 j
MS-12ND
MS-14ND
MS-15ND
MW-1ND
MW-9SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 744 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-28ISOCONCENTRATION MAPIRON IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
272
272AB-1D441
AB-2D162
AB-4D1740
AB-5D762
AB-6D6070
AB-7D25.9 j AB-8D78.4
AB-9D1100
AB-10D3750
AB-11D55.1
AB-12D129
AB-13D891
AB-14D51
AB-16D2080
AB-17D49.4 j
AB-18D53.1
AB-21D1090
AL-1D76.1
AL-2D394
AL-3D444
AL-4D144
BG-3D59.8
GWA-1D630
GWA-3D135
GWA-4D44.1 j
GWA-7D38.5 j
GWA-10D592
GWA-11D98
GWA-14D144
MS-16282
MW-6D146
MW-7D884
MW-8D863
MW-10D31
MW-11D79
MW-12D44
MW-14D34
AB-3DND
BG-1DND
GWA-5DND
MW-9DND
MW-13DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 272 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-29ISOCONCENTRATION MAPIRON IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
792
7 9 2792AB-1BR6240
AB-5BR202
AB-9BR711
AB-10BR311
AB-12BR117
AB-15BR2130
AL-1BR50.8
AL-2BR125
AL-4BR54.9
BG-1BRA41.2 j
BG-2BR198
BG-3BR382
GWA-1BR52.5
GWA-8D94.9
GWA-9BR30.4 j
GWA-12BR400
MR128
MR10260
MR12330
MR16718
MR32428
MR3565.4
MR36105
MR4†1200
MR43190
MR44327
MW-14BR69.8
AL-2BRLL1370
GWA-6DND
MR11ND
MR13ND
MR14ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR33ND
MR37NDMR38ND
MR40ND
MR42ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 792 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-30ISOCONCENTRATION MAPIRON IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 75.325AB-1S5410
AB-2S917
AB-3S950
AB-4S*930
AB-4SL*25.8AB-5S*4060
AB-6S*1640
AB-7S*4220 AB-8S*1160
AB-9S216
AB-10S*1500
AB-10SL*586
AB-11S68.8
AB-12S*5540
AB-12SL*1180
AB-13S*257
AB-14S*3980
AB-15S*2570
AB-15SL1340
AB-16S1460
AB-17S*23000
AB-18S*859
AB-20S*8280 M6
AB-21S*12600
AL-1S2250
AL-2S137
AL-3S*101
BG-1S21.5
BG-3S11.7
GWA-1S53.3GWA-2S45.7
GWA-3S2.9 j
GWA-4S15.6
GWA-5S16.1
GWA-6S16.6
GWA-7S231
GWA-8S4.5 j
GWA-10S68.8
GWA-11S18.8
GWA-12S22.1
GWA-13S†138
GWA-14S†135
GWA-15S578
MS-86.4 MS-913
MS-1020.6
MS-1113.8
MS-1214.9
MS-139.6
MW-122.2
MW-218.1
MW-352.9
MW-5167
MW-6S2700
MW-7S4950
MW-8S4780
MW-10S8
MW-13S7
MW-14S32
OB-1 (Ash Basin)16.3
BG-2SND
MS-14ND
MS-15ND
MW-4ND
MW-9SND
MW-11SND
MW-12SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 75.3 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-31ISOCONCENTRATION MAPMANGANESE IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 141141
AB-1D19.6
AB-2D38.6
AB-3D54.9
AB-4D74.2AB-5D541
AB-6D430
AB-7D23.9 AB-8D351
AB-9D69.6
AB-10D3530
AB-11D3.4 j
AB-12D148
AB-13D226
AB-14D5.6
AB-16D264
AB-17D10
AB-18D133
AB-21D143
AL-1D25.5
AL-2D468
AL-3D110
AL-4D58.3
BG-1D23.8
BG-3D5.1
GWA-1D63.7
GWA-3D†186
GWA-4D†141
GWA-7D3 j
GWA-10D19.2
GWA-11D35.1
GWA-14D22
MS-166.5
MW-6D6.4
MW-7D692
MW-8D114MW-9D947
MW-14D42
GWA-5DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 141 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-32ISOCONCENTRATION MAPMANGANESE IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 26.650
50AB-1BR363
AB-5BR112
AB-9BR95
AB-10BR29.8
AB-12BR31.9
AB-15BR255
AL-1BR5
AL-2BR95.4
AL-4BR4 j
BG-1BRA†26.6
BG-2BR8.3
BG-3BR12.7
GWA-1BR5.6
GWA-6D8.6
GWA-8D10.9
GWA-9BR3.7 j
GWA-12BR†279
MR130.79
MR141.5
MW-14BR4.3 j
AL-2BRLL886
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 26.6 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-33ISOCONCENTRATION MAPMANGANESE IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
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&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0
.
5
0.1
AB-3S0.28 j
AB-4S*7.1
AB-4SL*53
AB-6S*40.6
AB-7S*2420
AB-8S*2.8
AB-10S*2640 M6 AB-10SL*3580
AB-12S*5.1
AB-12SL*452
AB-13S*56.9
AB-14S*3
AB-15S*20.1AB-15SL25.2
AB-16S2.1
AB-17S*6
AB-18S*285
AB-20S*3050
AB-21S*1.2
AL-2S0.18 j
AL-3S*40000
BG-2S0.13 j
BG-3S0.23 j
GWA-3S0.37 j
GWA-4S0.11 j
GWA-5S0.22 j
GWA-7S0.85
GWA-10S0.22 j
GWA-14S0.18 j
GWA-15S1.2
MS-90.19 j
MS-150.55
MW-7S0.92
MW-8S0.85
MW-9S0.27 j
OB-1 (Ash Basin)0.23 j
CCR-1S0.13 j
CCR-5S0.5 j
CCR-9S0.31 j
CCR-13S7.5
CCR-14S0.31 j
AB-1SND
AB-2SND
AB-5S*ND
AB-9SND
AB-11SND
AL-1SND
BG-1SND
GWA-1SNDGWA-2SND
GWA-6SND
GWA-8SND
GWA-11SND
GWA-12SND
GWA-13SND
MS-8ND
MS-10ND
MS-11ND
MS-12ND
MS-13ND
MS-14ND
MW-1ND
MW-2ND
MW-3ND
MW-4ND
MW-5ND
MW-6SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
CCR-2SND
CCR-3SND
CCR-4SND
CCR-11SND
CCR-12SND
CCR-15SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-34ISOCONCENTRATION MAPMOLYBDENUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
3.2AB-2D0.16 j
AB-3D0.25 j
AB-5D0.45 j
AB-6D0.48 j
AB-7D0.55 AB-8D2.2
AB-9D2.7
AB-10D1.2
AB-11D0.76
AB-12D0.42 j
AB-13D1.4
AB-16D1.3
AB-17D0.77
AB-18D1.1
AB-21D1.3
AL-1D0.11 j
AL-2D1.6
AL-3D2.2
AL-4D1.7
BG-1D0.31 j
BG-3D0.26 j
GWA-1D9.9
GWA-3D2.7
GWA-4D†4.8 GWA-5D0.35 j
GWA-7D0.69
GWA-10D0.44 j
GWA-11D0.34 j
GWA-14D1.2
MS-160.26 j
MW-6D0.12 j
MW-7D0.35 j
MW-8D0.15 j
CCR-1D0.8
CCR-3D0.26 j
CCR-4D0.59
CCR-5D0.69
CCR-9DA2.1
CCR-15D0.33 j
CCR-16D1.1
AB-1DND
AB-4DND
AB-14DND
MW-9DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
CCR-2DND
CCR-11DND
CCR-12DND
CCR-13DND
CCR-14DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 3.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-35ISOCONCENTRATION MAPMOLYBDENUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 3AB-1BR0.32 j
AB-5BR0.17 j
AB-9BR5.2
AB-10BR0.28 j
AB-12BR2.8
AB-15BR1.2
AL-1BR0.13 j
AL-2BR7.3
AL-4BR0.21 j
BG-1BRA2.5
BG-2BR0.2 j
BG-3BR†3
GWA-1BR0.12 j
GWA-6D0.61
GWA-8D0.29 j
GWA-9BR0.5
GWA-12BR2.9
MR10.11
MR120.088
MR13†4.7
MR202.2
MR351.3
MR81.9
MW-14BR0.33 j
AL-2BRLL3.2
MR10ND
MR11ND
MR14ND
MR16ND
MR17ND
MR18ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR36ND
MR37ND
MR38ND
MR4ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR9ND
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 3 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-36ISOCONCENTRATION MAPMOLYBDENUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
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&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 9.99.9AB-1S2.1
AB-2S1.5
AB-3S87.9
AB-4S*2.9
AB-4SL*9.6
AB-5S*75.6
AB-6S*1.6
AB-7S*20.4
AB-8S*16.7
AB-9S4.4
AB-10S*2.1
AB-10SL*25.5
AB-12S*1.2 AB-12SL*1.4
AB-13S*7.4
AB-14S*2.3
AB-15S*2.4
AB-15SL1
AB-16S2.3
AB-17S*0.82
AB-20S*358
AB-21S*7.5
AL-1S2.6
AL-2S9.8
AL-3S*0.95
BG-2S4.4
BG-3S†19.7
GWA-1S1.8GWA-2S4.4
GWA-3S0.57
GWA-5S1.8
GWA-6S0.57
GWA-7S2.3
GWA-10S3
GWA-11S2.8
GWA-12S1.8
GWA-13S4.6
GWA-14S0.45 j
GWA-15S3.1
MS-81.6
MS-101.4
MS-111
MS-121.6
MS-141.4
MS-152.3
MW-12.7
MW-20.52
MW-32.3
MW-50.99
MW-6S4.5
MW-7S25.7
MW-8S2.2
MW-14S48
OB-1 (Ash Basin)8.3
AB-11SND
AB-18S*ND
BG-1SND
GWA-4SND
GWA-8SND
MS-9ND
MS-13ND
MW-4ND
MW-9SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 9.9 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-37ISOCONCENTRATION MAPNICKEL IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
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&<
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&<
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&<
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&<
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&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
7 .5
AB-1D1.1
AB-2D0.9
AB-3D0.5
AB-4D1.5AB-5D10.6
AB-6D43.1
AB-7D1.1
AB-9D23.4
AB-10D24.5
AB-12D4.2
AB-14D1.8
AB-16D10
AB-17D1.3
AB-18D2.2
AB-21D2.1
AL-1D2.7
AL-2D22.6
AL-3D5.9
AL-4D9.5
BG-1D†7.9
BG-3D5.9
GWA-1D4.4
GWA-3D3
GWA-4D0.62
GWA-7D3.9
GWA-10D0.56
GWA-11D1.2
GWA-14D0.91
MS-161.7
MW-6D1.6
MW-9D3.8
MW-14D21
AB-8DND
AB-11DND
AB-13DND
GWA-5DND
MW-7DND
MW-8DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 7.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-38ISOCONCENTRATION MAPNICKEL IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
7.2
AB-1BR1.1
AB-5BR9.7
AB-9BR1.5
AB-10BR2.4
AL-1BR3.9
AL-2BR4
AL-4BR5.6
BG-1BRA2
BG-2BR1.6
BG-3BR†20.8
GWA-1BR0.57
GWA-6D0.85
GWA-8D0.51
GWA-9BR2.9
GWA-12BR2
MR12†10
MR210.66
MR220.55
MR290.69
MR380.51
MR43.5
MR431.2
MR450.97
MR470.72
MR480.52
MW-14BR0.8
AL-2BRLL1.3
AB-12BRND
AB-15BRND
MR1ND
MR10ND
MR11ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR23ND
MR25ND
MR26ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37ND
MR40ND
MR42ND
MR44ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 7.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-39ISOCONCENTRATION MAPNICKEL IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
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&<&<
&<
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&<
&<
&<
&<
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&<
&<
&<
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&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL0.52020AB-1S12.7
AB-3S0.53
AB-4S*0.71
AB-5S*0.34 j
AB-6S*1
AB-7S*13.3
AB-8S*0.35 j
AB-10SL*0.79
AB-12S*1.4
AB-16S0.89
AB-18S*4.4 j
AB-20S*636
AL-1S0.55
AL-2S77.9
AL-3S*58.7
GWA-1S1.2
GWA-2S1.3
GWA-10S2
GWA-11S20.9
GWA-15S7.3
MS-130.36 j
MS-150.33 j
MW-10.98
MW-231.6
MW-7S19.4
MW-8S0.54
MW-14S6.06
OB-1 (Ash Basin)0.44 j
CCR-4S1.2
CCR-9S7
CCR-11S15.9
CCR-12S4.4
CCR-13S0.32 j
CCR-14S1.9
CCR-15S0.34 j
AB-2SND
AB-4SL*ND
AB-9SND
AB-10S*ND
AB-11SND
AB-12SL*ND
AB-13S*ND
AB-14S*ND
AB-15S*ND
AB-15SLND
AB-17S*ND
AB-21S*ND
BG-1SND
BG-2SND
BG-3SND
GWA-3SND
GWA-4SND
GWA-5SND
GWA-6SND
GWA-7SND
GWA-8SND
GWA-12SND
GWA-13SND
GWA-14SND
MS-8ND MS-9ND
MS-10ND
MS-11ND
MS-12ND
MS-14ND
MW-3ND
MW-4ND
MW-5ND
MW-6SND
MW-9SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
CCR-1SND
CCR-2SND
CCR-3SND
CCR-5SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-40ISOCONCENTRATION MAPSELENIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0 .5 0.520AB-2D0.36 j
AB-5D0.63
AB-14D0.4 j
AB-18D0.38 j
AL-2D109
AL-3D43.8
AL-4D12.3
BG-1D†2.4
GWA-7D0.36 j
GWA-11D10.3
GWA-14D†0.8
MW-14D3.07
CCR-3D0.46 j
CCR-4D0.35 j
CCR-15D0.86
CCR-16D0.4 j
AB-1DND
AB-3DND
AB-4DND
AB-6DND
AB-7DND AB-8DND
AB-9DND
AB-10DND
AB-11DND
AB-12DND
AB-13DND
AB-16DND
AB-17DND
AB-21DND
AL-1DND
BG-3DND
GWA-1DND
GWA-3DND
GWA-4DND GWA-5DND
GWA-10DND
MS-16ND
MW-6DND
MW-7DND
MW-8DND
MW-9DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
CCR-1DND
CCR-2DND CCR-5DND
CCR-9DANDCCR-11DND
CCR-12DND
CCR-13DND
CCR-14DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-41ISOCONCENTRATION MAPSELENIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0
.
5
AB-9BR0.34 j
AL-2BR15.9
AL-4BR5.8
BG-1BRA0.36 j
BG-2BR0.31 j
GWA-1BR0.4 j
GWA-12BR0.39 j
MR40.3
MW-14BR1.4
AB-1BRND
AB-5BRND
AB-10BRND
AB-12BRND
AB-15BRND
AL-1BRND
BG-3BRND
GWA-6DND
GWA-8DND
GWA-9BRND
MR1ND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23ND
MR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
AL-2BRLLND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-42ISOCONCENTRATION MAPSELENIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
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&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL303 50AB-1S809
AB-2S9.4
AB-3S2400
AB-4S*312
AB-4SL*758
AB-5S*1460
AB-6S*6590
AB-7S*6220 AB-8S*1560 AB-9S44.9
AB-10S*7230 AB-10SL*6280
AB-11S37.5
AB-12S*4520
AB-12SL*4820 M1
AB-13S*2740
AB-14S*3220
AB-15S*4760AB-15SL2340
AB-16S313
AB-17S*2330
AB-18S*3260
AB-20S*9770 M6
AB-21S*604
AL-1S2280
AL-2S5750
AL-3S*14100
BG-1S87
BG-2S210
BG-3S139
GWA-1S35.2GWA-2S34
GWA-3S51.3
GWA-4S42.2
GWA-5S67.6
GWA-6S60.2
GWA-7S160
GWA-8S171
GWA-10S702
GWA-11S1190
GWA-12S10.1
GWA-13S6.6
GWA-14S16.2
GWA-15S1700
MS-8102 MS-9190
MS-1021.5
MS-1188.4
MS-1232.5
MS-13380
MS-14398
MS-15492
MW-12330
MW-21750
MW-365.4
MW-4100
MW-5138
MW-6S40
MW-7S459
MW-8S1550
MW-9S1070
MW-11S74
MW-12S49
MW-13S66
MW-14S2270
OB-1 (Ash Basin)3190
MW-10SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 303 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-43ISOCONCENTRATION MAPSTRONTIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
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&<
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&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 665
6 6 5
AB-1D2420
AB-2D633
AB-3D1280
AB-4D259AB-5D2670
AB-6D4590
AB-7D492 AB-8D2280
AB-9D235
AB-10D2820
AB-11D1160
AB-12D10200
AB-13D673
AB-14D471
AB-16D420
AB-17D112
AB-18D195
AB-21D623
AL-1D5020
AL-2D9290
AL-3D2700
AL-4D7580
BG-1D656
BG-3D170
GWA-1D932
GWA-3D81.2
GWA-4D153 GWA-5D81.4
GWA-7D210
GWA-10D1900
GWA-11D1670
GWA-14D80.6
MS-16310
MW-6D1520
MW-7D1320
MW-8D1540
MW-9D1190
MW-10D103
MW-11D95
MW-12D169
MW-13D74
MW-14D2120
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 665 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-44ISOCONCENTRATION MAPSTRONTIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
253
AB-1BR1700
AB-5BR3040
AB-9BR262
AB-10BR5220
AB-12BR7530
AB-15BR1220
AL-1BR2840
AL-2BR2570
AL-4BR2240
BG-1BRA202
BG-2BR237
BG-3BR181
GWA-1BR283
GWA-6D†277
GWA-8D183
GWA-9BR54.1
GWA-12BR182
MR128
MR1059
MR1178.2
MR1299
MR13†353
MR1485.3
MR16101
MR17189
MR18201
MR20132
MR219.7
MR2234.1
MR23278
MR25110
MR26149
MR29106
MR3146
MR3299.6
MR3346.7
MR3595
MR3721.9MR3836
MR4†580
MR40100
MR4260.3MR4376.3
MR44196
MR4537.4
MR47129
MR4855.8
MR6†291
MR844.1
MR983.5
MW-4D196
MW-14BR593
AL-2BRLL3910
MR36ND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 253 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-45ISOCONCENTRATION MAPSTRONTIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
STANDARD CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
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&<
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&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 4.2250AB-1S122
AB-2S0.73 j
AB-3S520
AB-4S*28.8
AB-4SL*36.5
AB-5S*1450
AB-6S*486 M6
AB-7S*1620
AB-8S*200 M1
AB-9S7.9
AB-10S*932 AB-10SL*632
AB-11S0.74 j
AB-12S*753
AB-12SL*5.3
AB-13S*27.1
AB-14S*958
AB-15S*58.8 AB-15SL89.9
AB-16S4.7
AB-17S*557
AB-18S*4.2
AB-20S*3370
AB-21S*421
AL-1S77.6
AL-2S1480
AL-3S*2840
BG-1S†12.6
BG-2S†5.5
BG-3S†12.8
GWA-1S7.2
GWA-2S57.4
GWA-3S0.67 j
GWA-5S1.1
GWA-7S5.9
GWA-8S0.9 j
GWA-10S43.4
GWA-11S245
GWA-12S3.4
GWA-13S1.2
GWA-15S91
MS-113.6
MS-150.95 j
MW-115.3
MW-2159
MW-40.12
MW-6S52.7
MW-7S99.3
MW-8S40.1
MW-9S54.9
MW-11S0.3
MW-12S1
MW-13S0.47
MW-14S290
OB-1 (Ash Basin)10.5
CCR-1S1.1
CCR-2S12.4
CCR-4S120
CCR-5S69
CCR-9S93.1 M6
CCR-11S126
CCR-12S17.6
CCR-13S79.5CCR-14S41.3
CCR-15S1.3
GWA-4SND
GWA-6SNDGWA-14SND
MS-8ND
MS-9NDMS-10ND
MS-12ND
MS-13ND
MS-14ND
MW-3ND
MW-5ND
MW-10SND
CCR-3SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.2 mg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-46ISOCONCENTRATION MAPSULFATE IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
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&<
&<
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&<
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&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 17.72
5
0
10
AB-1D38
AB-2D174
AB-3D94
AB-4D34.1
AB-5D112
AB-6D40.3
AB-7D1.1 AB-8D77.6
AB-9D9
AB-10D10.7
AB-11D3.7
AB-12D172
AB-13D15.8
AB-14D43.7
AB-16D24.5
AB-17D0.96 j
AB-18D5.1
AB-21D27.1
AL-1D14
AL-2D914
AL-3D431
AL-4D999
BG-1D11
BG-3D12.5
GWA-1D234
GWA-3D2.6
GWA-4D11.3 GWA-5D2.4
GWA-7D9.2
GWA-10D208
GWA-11D104
GWA-14D2.7
MW-6D5.5
MW-7D73.5
MW-8D108
MW-9D171
MW-10D4.1
MW-11D0.67
MW-12D4.8
MW-13D0.6
MW-14D200
CCR-1D2
CCR-2D6
CCR-3D97
CCR-4D75.9
CCR-5D37
CCR-9DA25.4
CCR-11D14.5
CCR-12D9.3
CCR-13D2.5
CCR-14D10.1
CCR-15D6.3
CCR-16D9.7
MS-16ND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 17.7 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-47ISOCONCENTRATION MAPSULFATE IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
18.4
18.4AB-1BR43.8
AB-5BR240
AB-9BR17.2
AB-10BR19.7
AB-12BR152
AB-15BR66.4
AL-1BR7.7
AL-2BR193
AL-2BRL183
AL-4BR166
BG-1BRA8.2
BG-2BR2.1
BG-3BR12.6
GWA-1BR52.1
GWA-6D7
GWA-8D0.88 j
GWA-12BR†18.4
MR111
MR112
MR138.4
MR16†18.7
MR182.8MR202.2
MR232.7
MR253.1
MR262
MR355 MR3611.7
MR82.6
MW-4D1.5
MW-14BR9.6
AL-2BRLL509
GWA-9BRND
MR10ND
MR12ND
MR14ND
MR17ND
MR21ND
MR22ND
MR29ND
MR31ND
MR32ND
MR33ND
MR37ND
MR38ND
MR4ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR9ND
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 18.4 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-48ISOCONCENTRATION MAPSULFATE IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
14050050
AB-1S582
AB-2S59
AB-3S875
AB-4S*107AB-4SL*140
AB-6S*1080
AB-7S*2810
AB-8S*423 AB-9S46
AB-10S*1760 AB-10SL*1260AB-12S*5100
AB-12SL*581
AB-13S*356
AB-14S*160
AB-15S*577
AB-15SL420
AB-16S135
AB-17S*1180
AB-18S*340
AB-20S*6120 D6
AB-21S*1480
AL-1S510
AL-2S1950
AL-3S*4550
BG-1S56 D6
BG-2S96
BG-3S124
GWA-1S57GWA-2S81
GWA-3S82
GWA-4S64 D6
GWA-5S45
GWA-6S48 D6
GWA-7S92
GWA-8S54 D6
GWA-10S118
GWA-11S511
GWA-12S32
GWA-13S28
GWA-14S38
GWA-15S542
MS-868 MS-971
MS-1147
MS-1356
MS-1457
MS-15103
MW-1304
MW-2299
MW-337
MW-436
MW-526
MW-6S179
MW-7S574
MW-8S474
MW-9S375
MW-11S44
MW-12S26
MW-13S74
MW-14S550
OB-1 (Ash Basin)628
CCR-1S57
CCR-2S29
CCR-4S187
CCR-5S246
CCR-9S448CCR-11S493
CCR-12S410
CCR-13S555
CCR-14S630
CCR-15S36
AB-5S*2820
AB-11SND
MS-10ND
MS-12ND
MW-10SND
CCR-3SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 140 mg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-49ISOCONCENTRATION MAPTOTAL DISSOLVED SOLIDS IN SHALLOWGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SOLIDS CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 183183500100AB-1D492
AB-2D375
AB-3D276
AB-4D132AB-5D325
AB-6D331
AB-7D121
AB-8D266 AB-9D133
AB-10D313
AB-11D98
AB-12D767
AB-13D209
AB-14D142
AB-16D201
AB-17D83
AB-18D90
AB-21D179
AL-1D603
AL-2D1480
AL-3D744
AL-4D1500
BG-1D113
BG-3D154
GWA-1D420
GWA-3D80
GWA-4D181 GWA-5D41
GWA-7D126
GWA-10D414
GWA-11D273
GWA-14D96
MS-1685
MW-6D297
MW-7D460
MW-8D341
MW-9D324
MW-10D66
MW-11D57
MW-12D64
MW-13D81
MW-14D380
CCR-1D58
CCR-2D38
CCR-3D215
CCR-4D185
CCR-5D160
CCR-9DA197CCR-11D508
CCR-12D93
CCR-13D324
CCR-14D551
CCR-15D113
CCR-16D131
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 183 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-50ISOCONCENTRATION MAPTOTAL DISSOLVED SOLIDS IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SOLIDS CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
216500AB-1BR539
AB-5BR481
AB-9BR180
AB-10BR372
AB-12BR359
AB-15BR280
AL-1BR415
AL-2BR413
AL-4BR348
BG-1BRA147
BG-2BR141
BG-3BR169
GWA-1BR171
GWA-6D76
GWA-8D73
GWA-9BR104
GWA-12BR111
MR158
MR1065
MR1171
MR1293
MR1385
MR1438
MR16140
MR1746
MR1882
MR20107
MR2126
MR2255
MR23194
MR25108
MR2666
MR2959
MR3168
MR3274
MR3357
MR3596 MR3675
MR37†2040
MR38†224
MR4200
MR4097
MR4247
MR4390
MR4493
MR4565
MR4750
MR4849
MR6103
MR898
MR983
MW-4D65
MW-14BR173
AL-2BRLL1060
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 216 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-51ISOCONCENTRATION MAPTOTAL DISSOLVED SOLIDS IN BEDROCKGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SOLIDS CONCENTRATION (mg/L)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 0.10.10.2
AB-1S0.42
AB-2S0.17
AB-3S3.2
AB-4S*0.44AB-5S*0.54
AB-6S*0.4
AB-7S*4
AB-8S*1
AB-9S0.046 j
AB-10S*0.16
AB-10SL*0.021 j
AB-12S*0.13
AB-13S*0.77 j
AB-15S*0.13
AB-15SL0.024 jAB-20S*28.2
AB-21S*0.11
AL-1S0.19
AL-3S*3.7
BG-1S0.022 j
GWA-1S0.016 jGWA-2S†0.17
GWA-12S0.081 j
GWA-13S0.052 j
GWA-14S0.049 j
GWA-15S0.015 j
MS-110.019 j
MS-120.043 j
MW-10.027 j
MW-30.071 j
MW-6S0.19
MW-7S0.48
MW-9S0.12
CCR-1S0.044 j
CCR-2S0.12
CCR-3S0.035 j
CCR-4S0.61
CCR-9S0.24CCR-11S3.1
CCR-12S0.76
CCR-13S0.35
CCR-14S0.15
AB-4SL*ND
AB-11SND
AB-12SL*ND
AB-14S*ND
AB-16SND
AB-17S*ND
AB-18S*ND
AL-2SND
BG-2SND
BG-3SND
GWA-3SND
GWA-4SND
GWA-5SND
GWA-6SND
GWA-7SND
GWA-8SND
GWA-10SND
GWA-11SND
MS-8ND
MS-9NDMS-10ND
MS-13ND
MS-14ND
MS-15ND
MW-2ND
MW-4ND
MW-5ND
MW-8SND
MW-10SND
MW-11SND
MW-12SND
MW-13SND
MW-14SND
OB-1 (Ash Basin)ND
CCR-5SND
CCR-15SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-52ISOCONCENTRATION MAPTHALLIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
0.10.1 0.2AB-3D0.025 jAB-5D0.15
AB-9D0.038 j
AB-12D0.063 j
AL-2D0.068 j
AL-4D0.081 j
GWA-1D0.019 j
GWA-7D0.016 j
GWA-14D0.063 j
MW-6D0.018 j
MW-9D0.018 j
CCR-1D0.028 j
CCR-11D0.24
CCR-14D0.032 j
AB-1DND
AB-2DND
AB-4DND
AB-6DND
AB-7DND AB-8DND
AB-10DND
AB-11DND
AB-13DND
AB-14DND
AB-16DND
AB-17DND
AB-18DND
AB-21DND
AL-1DND
AL-3DND
BG-1DND
BG-3DND
GWA-3DND
GWA-4DND GWA-5DND
GWA-10DND
GWA-11DND
MS-16ND
MW-7DND
MW-8DND
MW-10DND
MW-11DND
MW-12DND
MW-13DND
MW-14DND
CCR-2DND
CCR-3DND
CCR-4DND
CCR-5DND
CCR-9DAND
CCR-12DND
CCR-13DND
CCR-15DND
CCR-16DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-53ISOCONCENTRATION MAPTHALLIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-5BR0.064 j
AB-12BR0.057 j
AL-1BR0.018 j
AL-4BR0.026 j
AL-2BRLL0.031 j
AB-1BRND
AB-9BRND
AB-10BRND
AB-15BRND AL-2BRND
BG-1BRAND
BG-2BRND
BG-3BRND
GWA-1BRND
GWA-6DND
GWA-8DND
GWA-9BRND
GWA-12BRND
MR1ND
MR10ND
MR11ND
MR12ND
MR13ND
MR14ND
MR16ND
MR17ND
MR18ND
MR20ND
MR21ND
MR22ND
MR23NDMR25ND
MR26ND
MR29ND
MR31ND
MR32ND
MR33ND
MR35ND MR36ND
MR37NDMR38ND
MR4ND
MR40ND
MR42NDMR43ND
MR44ND
MR45ND
MR47ND
MR48ND
MR6ND
MR8ND
MR9ND
MW-4DND
MW-14BRND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-54ISOCONCENTRATION MAPTHALLIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
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&<
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&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 5.65.65 .6
5 .65.6AB-1S0.55 B
AB-2S0.1 j,B
AB-3S0.092 j
AB-4S*1.9
AB-4SL*2.4 j
AB-5S*6.4
AB-6S*5.5
AB-7S*10.5 AB-8S*0.89
AB-9S0.19 j
AB-10S*0.66 B AB-10SL*7.3
AB-11S0.48
AB-12S*0.97
AB-12SL*0.71
AB-13S*13
AB-14S*5.2
AB-15S*1.2 B
AB-15SL0.84 B
AB-16S2.2
AB-17S*6.9
AB-18S*5.4
AB-20S*136
AB-21S*0.4
AL-1S0.98
AL-2S1.4
AL-3S*241
BG-2S†9.9
BG-3S†9.2
GWA-1S0.55GWA-2S0.25 j
GWA-3S0.9
GWA-4S0.82
GWA-5S1.4
GWA-6S0.68
GWA-7S1.1
GWA-8S3.5
GWA-10S3.3
GWA-11S0.89 B
GWA-12S0.12 j
GWA-14S1.6
GWA-15S0.44
MS-84.6 MS-92.4
MS-100.29 j
MS-110.29 j
MS-120.17 j
MS-130.48
MS-142.4
MS-155
MW-10.94
MW-21.1 B
MW-30.26 j
MW-41.15
MW-50.79 B
MW-6S0.16 j
MW-7S0.17 j,B
MW-8S0.74 B
MW-9S1.8
MW-11S2.48
MW-12S0.614
MW-13S5.52
MW-14S1.78
OB-1 (Ash Basin)0.5 B
BG-1SND
GWA-13SND
MW-10SND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.6 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-55ISOCONCENTRATION MAPVANADIUM IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 3.83.83 .8
AB-1D0.78 B
AB-2D0.3 B
AB-3D2.3
AB-5D0.78
AB-6D0.16 j,B
AB-7D8
AB-9D0.1 j
AB-10D1 B
AB-11D0.8
AB-12D0.55
AB-14D1.6
AB-16D0.11 j,B
AB-17D4.3
AB-18D2.4
AB-21D0.57
AL-1D0.82
AL-2D1.2
AL-3D0.81 B
AL-4D3.1
BG-1D3.6
BG-3D†25.6
GWA-1D1.7
GWA-3D1.7
GWA-4D0.76 GWA-5D1.6
GWA-7D4.1
GWA-10D1
GWA-11D2.2
GWA-14D†4
MS-16†4.1
MW-6D0.42
MW-8D0.14 j,B
MW-9D0.49
MW-10D3.18
MW-11D†15.3
MW-12D0.834
MW-13D†5.42
MW-14D0.374
AB-4DND
AB-8DND
AB-13DND
MW-7DND
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 3.8 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-56ISOCONCENTRATION MAPVANADIUM IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1BR0.096 j,B
AB-5BR0.077 j
AB-10BR0.23 j,B
AB-12BR0.15 j
AB-15BR0.17 j,B
AL-1BR1.1
AL-2BR2.9
AL-4BR3
BG-1BRA†17.2
BG-2BR15.3
BG-3BR†16
GWA-1BR4.5
GWA-6D1.5
GWA-8D3.9
GWA-9BR3.6
GWA-12BR0.16 j
MR101.5
MR111
MR1212
MR132.8
MR141.1
MR172.6
MR181.8
MR202.8
MR232.6
MR252
MR262.9
MR292.9
MR314.7
MR322.2
MR331.7
MR352
MR401.5
MR433.9
MR445.1MR471.7
MR481.1
MR61.5
MR82.4
MR96.4
MW-4D2.78
MW-14BR3.4
AL-2BRLL0.59 B
AB-9BRND
MR1ND
MR16ND
MR21ND
MR22ND
MR36ND
MR37NDMR38ND
MR4ND
MR42ND
MR45ND
AL-2BRLNS
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE INTERIM MAXIMUM ALLOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 16 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-57ISOCONCENTRATION MAPVANADIUM IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
IMAC CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1S4.9
AB-2S5.3
AB-3S3.8
AB-4S*6.4
AB-4SL*8.4
AB-5S*3.2
AB-6S*7.0
AB-7S*6.6 AB-8S*5.4
AB-9S5.3
AB-10S*7.0 AB-10SL*8.2
AB-11S5.1
AB-12S*6.9
AB-12SL*7.3
AB-13S*6.4
AB-14S*6.6
AB-15S*6.8
AB-15SL6.5
AB-16S6.4
AB-17S*6.6
AB-18S*7.4
AB-20S*7.0
AB-21S*6.2
AL-1S4.4
AL-2S5.2
AL-3S*8.4
BG-1S5.4
BG-2S6.3
BG-3S6.2
GWA-1S5.2GWA-2S4.8
GWA-3S5.7
GWA-4S5.6
GWA-5S5.8
GWA-6S5.8
GWA-7S5.7
GWA-8S6.2
GWA-10S5.5
GWA-11S6.4
GWA-12S5.4
GWA-13S5.3
GWA-14S5.3
GWA-15S5.6
MS-84.9 MS-96.4
MS-104.7
MS-114.5
MS-124.6
MS-134.5
MS-145.9
MS-156.5
MW-15.4
MW-25.4
MW-34.9
MW-45.4
MW-55.4
MW-6S5.4
MW-7S4.3
MW-8S6.5
MW-9S6.7
MW-10S4.9
MW-11S5.9
MW-12S4.7
MW-13S6.2
MW-14S5.2
OB-1 (Ash Basin)5.4
CCR-1S5.4
CCR-2S5.2
CCR-3S4.8
CCR-4S4.5
CCR-5S6.4
CCR-9S4.2
CCR-11S4.0
CCR-12S4.4
CCR-13S6.4
CCR-14S4.8
CCR-15S5.6
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.6 - 6.4 S.U.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-58ISOCONCENTRATION MAPpH IN SHALLOW GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
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&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1D6.0
AB-2D6.3
AB-3D6.0
AB-4D6.1
AB-5D5.7
AB-6D6.0
AB-7D6.1 AB-8D7.5
AB-9D6.6
AB-10D6.2
AB-11D6.1
AB-12D7.3
AB-13D7.4
AB-14D5.8
AB-16D6.9
AB-17D6.1
AB-18D5.8
AB-21D5.8
AL-1D5.5
AL-2D5.6
AL-3D6.6
AL-4D6.0
BG-1D6.1
BG-3D6.5
GWA-1D6.4
GWA-3D5.3
GWA-4D8.1 GWA-5D5.9
GWA-7D6.2
GWA-10D6.8
GWA-11D5.7
GWA-14D6.9
MS-165.9
MW-6D5.8
MW-7D7.2
MW-8D6.8
MW-9D5.7
MW-10D6.4
MW-11D6.5
MW-12D6.0
MW-13D5.8
MW-14D5.5
CCR-1D8.7
CCR-2D5.5
CCR-3D6.3
CCR-4D6.6
CCR-5D6.5
CCR-9DA9.1
CCR-11D5.3
CCR-12D5.6
CCR-13D5.9
CCR-14D5.5
CCR-15D6.1
CCR-16D6.3
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THE NORTH CAROLINA 2L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.7 - 6.9 S.U.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-59ISOCONCENTRATION MAPpH IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-1BR6.3
AB-5BR5.8
AB-9BR7.0
AB-10BR6.9
AB-12BR8.1
AB-15BR7.3
AL-1BR6.1
AL-2BR6.8
AL-2BRL8.3
AL-4BR6.7
BG-1BRA7.0
BG-2BR6.8
BG-3BR6.6
GWA-1BR6.3
GWA-6D6.2
GWA-8D6.2
GWA-9BR6.6
GWA-12BR6.9
MR16.4
MR106.0
MR116.5
MR126.8
MR137.1
MR146.0
MR167.3
MR176.7
MR186.4
MR206.9
MR215.4
MR225.7
MR236.0
MR256.1
MR266.2
MR296.3
MR316.5
MR326.4
MR336.2
MR357.3 MR368.7
MR376.1MR385.8
MR47.1
MR406.4
MR425.9MR436.1
MR446.2
MR455.6
MR476.1
MR486.2
MR66.2
MR86.4
MW-4D6.1
MW-14BR6.2
AL-2BRLL7.4
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:THE NORTH CAROLINA 2L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.6 - 7.6 S.U.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-60ISOCONCENTRATION MAPpH IN BEDROCK GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
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&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL 650500
1000
600500650100300 5001000AB-1S1005
AB-2S35.4
AB-3S1079
AB-4S*172.2
AB-4SL*258.4
AB-5S*2237
AB-6S*1463
AB-7S*3058
AB-8S*598
AB-9S84.5
AB-10S*2227
AB-10SL*1618
AB-11S51.9
AB-12S*8728
AB-12SL*1098
AB-13S*621
AB-14S*2172
AB-15S*1037
AB-15SL625
AB-16S370.2
AB-17S*1673
AB-18S*644
AB-20S*5762
AB-21S*2618
AL-1S977
AL-2S2475
AL-3S*4675
BG-1S88.8
BG-2S145.3
BG-3S156
GWA-1S61.5GWA-2S152.6
GWA-3S72.9
GWA-4S63
GWA-5S25.8
GWA-6S50.1
GWA-7S146.4
GWA-8S83.1
GWA-10S161.8
GWA-11S651
GWA-12S36.1
GWA-13S25.5
GWA-14S29.4
GWA-15S772
MS-849.1 MS-990.1
MS-1020
MS-1141.5
MS-1229.2
MS-1361.3
MS-1461.4
MS-15172.9
MW-1540
MW-2418
MW-390.4
MW-452.8
MW-540
MW-6S317.7
MW-7S904
MW-8S837
MW-9S615
MW-10S18.6
MW-11S60.2
MW-12S27.4
MW-13S93.3
MW-14S835
OB-1 (Ash Basin)954
CCR-1S99.3
CCR-2S74.6
CCR-3S47.2
CCR-4S317.9
CCR-5S439.5
CCR-9S932
CCR-11S988CCR-12S857
CCR-13S1029
CCR-14S1089
CCR-15S35
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR SPECIFIC CONDUCTANCE.
NO PROVISIONAL BACKGROUND THRESHOLD VALUE IS DETERMINED.
DASHED CONTOURS WHERE INFERRED.
* ASH PORE WATER DATA USED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHALLOW FLOW ZONE DATA.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-61ISOCONCENTRATION MAPSPECIFIC CONDUCTANCE IN SHALLOWGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SPECIFIC CONDUCTANCE CONCENTRATION (μmhos/cm)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
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&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
5 0 0 10001
0
0
0
500AB-1D891
AB-2D516
AB-3D429.2
AB-4D170.1
AB-5D444.9
AB-6D498.7
AB-7D171.2 AB-8D416.1
AB-9D207.6
AB-10D541.4
AB-11D155.3
AB-12D1173
AB-13D336
AB-14D191.4
AB-16D317.7
AB-17D108.7
AB-18D132.4
AB-21D269.1
AL-1D1041
AL-2D1769
AL-3D925
AL-4D1741
BG-1D182.8
BG-3D234
GWA-1D574
GWA-3D102.6
GWA-4D298 GWA-5D49
GWA-7D199.9
GWA-10D569.8
GWA-11D368.3
GWA-14D99.8
MS-16109.1
MW-6D504.6
MW-7D671
MW-8D501
MW-9D457.3
MW-10D59.9
MW-11D54
MW-12D58.6
MW-13D98.3
MW-14D607
CCR-1D115.4
CCR-2D63.3
CCR-3D219.4
CCR-4D251.4
CCR-5D230.5
CCR-9DA313.8
CCR-11D102.3
CCR-12D133.5
CCR-13D395.9
CCR-14D809
CCR-15D150.1
CCR-16D185.6
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR SPECIFIC CONDUCTANCE.
NO PROVISIONAL BACKGROUND THRESHOLD VALUE IS DETERMINED.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-62ISOCONCENTRATION MAPSPECIFIC CONDUCTANCE IN DEEP GROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SPECIFIC CONDUCTANCE CONCENTRATION (μmhos/cm)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
<<<<<<<<<<<<<<<<<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
5
0
0
500AB-1BR885
AB-5BR671
AB-9BR278.4
AB-10BR641AB-12BR505.2
AB-15BR428.5
AL-1BR642
AL-2BR570 AL-2BRL557
AL-4BR460.7
BG-1BRA217.1
BG-2BR193.4
BG-3BR236.1
GWA-1BR215.2
GWA-6D124.5
GWA-8D88.8
GWA-9BR110.4
GWA-12BR139.4
MR163
MR1064.2
MR1186.9
MR1283
MR13116.5
MR1489.6
MR16191.6
MR1786.4
MR18104
MR20161.4
MR2142.2
MR2262.4
MR23270.3
MR25132.7
MR26100
MR2945.7
MR3157.4
MR32117.5
MR3361.7
MR35143.3 MR36136.3
MR3744.8MR3848.8
MR4387
MR40107.9
MR4256MR4379.1
MR44103.4
MR4561.3
MR4741.1
MR4855.1
MR6125.1
MR883
MW-4D80.2
MW-14BR241.9
AL-2BRLL1240
MARSHALL RDBEATTY RDGREENWOOD RDSHERRILLS FORD RDNOTES:NO NORTH CAROLINA 2L OR INTERIM MAXIMUM ALLOW ABLE CONCENTRATIONESTABLISHED FOR SPECIFIC CONDUCTANCE.
NO PROVISIONAL BACKGROUND THRESHOLD VALUE IS DETERMINED.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
† CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT W ITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH WELL. DATA WITH HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE W ELL (PH>8.5) HAVE BEENREMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROMFEBRUARY 2015 TO OCTOBER 2017.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WATER SUPPLY WELL SAMPLED BY NCDEQ BETWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-63ISOCONCENTRATION MAPSPECIFIC CONDUCTANCE IN BEDROCKGROUNDWATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Marshall - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<MONITORING WELL IN ASH PORE W ATER
&<BACKGROUND MONITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
NOT DETECTED ABOVE REPORTING LIMITND
SPECIFIC CONDUCTANCE CONCENTRATION (μmhos/cm)1
NOT SAMPLEDNS
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
INTERMEDIATE CONTOUR
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)0.1JASH PORE WATER<0.5<0.5<5<0.5<0.5<0.50.12 JINDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH0.4 J<0.50.27 J<0.50.16 J0.15 J<0.5<0.5AB-12BR DRY ASH BASIN0.22 JPOWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:T. PLATINGDATE:A-A ANTIMONY01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-64ANTIMONY ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 12.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONECROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/2018SOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA IMAC FOR ANTIMONY IS 1 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.5 μg/L WITHINTHE SHALLOW, 0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.4004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWN<0.5CONCENTRATION IN µg/L****CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B ANTIMONY
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-65
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
0.13j
0.16j
<0.5
0.29j
<5
<0.5
<0.5
<0.5
1/26/2018
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.5 μg/L WITHIN THE SHALLOW,
0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C ANTIMONY
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-66
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<0.5
<0.5
<0.5
0.25 j
1.3
<0.5
<0.5
<0.5
0.27 j
0.4 j
0.22 j
<0.5
0.11 j
<0.5
0.34 j
0.46 j
<1
<1
<0.5
0.17 j
0.1 j
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.5 μg/L WITHIN THE SHALLOW,
0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER8540.173260.51 B21400.110.38INDUSTRIAL LANDFILLDRY ASH BASIN973SAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH4.411902290.70.51 B0.21 B0.280.091 JAB-12BR DRY ASH BASIN0.77POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A ARSENIC01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-67ARSENIC ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATION DUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.4 μg/L WITHIN THE SHALLOW,0.6 μg/L WITHIN THE DEEP, AND 0.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2L STANDARD**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.10102.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B ARSENIC
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-68
ARSENIC ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
2.9
0.78
0.36B
2.3
1210
0.22B
0.15
0.23
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.4 μg/L WITHIN THE SHALLOW,
0.6 μg/L WITHIN THE DEEP, AND 0.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C ARSENIC
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-69
ARSENIC ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.18 B
0.096 j,B
0.32 B
0.17 B
443 M1
1240 1g
0.7
0.5
1190
229
4.4
0.77
0.37 B
85.6
1.2
3050
370
<1
<1
0.39 B
1.3
0.082 j,B
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.4 μg/L WITHIN THE SHALLOW,
0.6 μg/L WITHIN THE DEEP, AND 0.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER21.740.63733999.3242412411INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH62.8110022320526317.113911.7AB-12BR DRY ASH BASINPOWER LINE R/W32.1SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A BARIUM01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-70BARIUM ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BARIUM IS 310 μg/L WITHIN THE SHALLOW,127 μg/L WITHIN THE DEEP, AND 435 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B BARIUM
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-71
BARIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
8.1
138
77.8
97.9
80.2
73
25.8
0.29
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BARIUM IS 310 μg/L WITHIN THE SHALLOW,
127 μg/L WITHIN THE DEEP, AND 435 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C BARIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-72
BARIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAT. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
29.3
65.5
10.2
15
56.8
364
360
209
1100
223
62.8
32.1
50.8
54.5
79.3
224
84.6
55
58
28.1
36.6
44MATCHLINE 2MATCHLINE 2SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR BARIUM IS 700 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BARIUM IS 310 μg/L WITHIN THE SHALLOW,
127 μg/L WITHIN THE DEEP, AND 435 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER<0.10.1<0.1<10.2 J0.071 J0.024 J0.017 JINDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH<0.10.018 J0.086 J<0.10.035 J0.025 J<0.10.11AB-12BR DRY ASH BASINPOWER LINE R/W<0.1SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:T. PLATINGDATE:A-A BERYLLIUM01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-73BERYLLIUM ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
CROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA IMAC FOR BERYLLIUM IS 4 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.2 μg/L WITHIN THE SHALLOW,0.1 μg/L WITHIN THE DEEP, AND 0.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B BERYLLIUM
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-74
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
3.6
0.1
0.32
<0.1
<1
0.053j
0.031j
0.057j
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.2 μg/L WITHIN THE SHALLOW,
0.1 μg/L WITHIN THE DEEP, AND 0.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C BERYLLIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-75
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAT. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
0.1
<0.1
<0.1
0.041 j
0.035 j
0.028 j
0.04 j
0.018 j
<0.1
<0.1
0.12
0.58
0.31 B
<0.1
<1
<1
0.011 j
0.038 j
0.076 j
<0.1
0.086 j MATCHLINE 2MATCHLINE 2SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.2 μg/L WITHIN THE SHALLOW,
0.1 μg/L WITHIN THE DEEP, AND 0.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER<5024200<502300<5047.1 J15703890INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH1350286075200<50<5025.6 J236239AB-12BR DRY ASH BASIN<50POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A BORON01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-76BORON ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BORON IS 50 μg/L WITHIN THE SHALLOW,50 μg/L WITHIN THE DEEP, AND 50 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.700700PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2L STANDARD2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B BORON
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-77
BORON ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
2280
<50
246
583
363
366
<50
<50
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BORON IS 50 μg/L WITHIN THE SHALLOW,
50 μg/L WITHIN THE DEEP, AND 50 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C BORON
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-78
BORON ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
<50
25000 M6
11400
1580
283
2860
75200
1350
<50
<50
1230
6270
5810
276
<50
<50
<50
<50
<50
<50
<50
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR BORON IS 700 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BORON IS 50 μg/L WITHIN THE SHALLOW,
50 μg/L WITHIN THE DEEP, AND 50 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
2L STANDARD
700
700
700
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER<0.08<0.08<0.08<0.8<0.08<0.08<0.08<0.08INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH<0.08<0.08<0.08<0.08<0.08<0.08<0.08<0.08AB-12BR DRY ASH BASINPOWER LINE R/W<0.063 JSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A CADMIUM01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-79CADMIUM ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATION DUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CADMIUM IS 0.08 μg/L WITHIN THE SHALLOW,0.08 μg/L WITHIN THE DEEP, AND 0.08 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B CADMIUM
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-80
CADMIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
0.27
0.17
0.063j
0.075j
<0.8
<0.08
<0.08
<0.08
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CADMIUM IS 0.08 μg/L WITHIN THE SHALLOW,
0.08 μg/L WITHIN THE DEEP, AND 0.08 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C CADMIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-81
CADMIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.08
0.25
0.087
<0.08
0.063 j
0.45
<1
<1
0.062 j
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08 <0.08
<0.08
<0.08
<0.08
<0.08
<0.08
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CADMIUM IS 2 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CADMIUM IS 0.08 μg/L WITHIN THE SHALLOW,
0.08 μg/L WITHIN THE DEEP, AND 0.08 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER1.214.71.88.22.12.73.841INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH18213226901.51.92.82.48.3 M1AB-12BR DRY ASH BASIN1.7POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A CHLORIDE01/29/2018 3:49 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-82CHLORIDE ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHLORIDE IS 5.5 mg/L WITHIN THE SHALLOW,4.7 mg/L WITHIN THE DEEP, AND 4.5 mg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.2.14CONCENTRATION IN mg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN mg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B CHLORIDE
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-83
CHLORIDE ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
39.1
2.6
1.7
7.9
9
8.4
5.1
3
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHLORIDE IS 5.5 mg/L WITHIN THE SHALLOW,
4.7 mg/L WITHIN THE DEEP, AND 4.5 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C CHLORIDE
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-84
CHLORIDE ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
3.3
3.3
2
1.8
8.6
7.2
5.2
3.1
132
2690
182
1.7
2.5
4.9 M1
3.6
3.5
9.4
2
1.8
1.5
2.7
2.2
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CHLORIDE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHLORIDE IS 5.5 mg/L WITHIN THE SHALLOW,
4.7 mg/L WITHIN THE DEEP, AND 4.5 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN mg/L**
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER1.20.62<0.52.2 J0.12 J0.12 J0.26 J1.5INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH8.8<0.50.18 J<0.5<0.52.70.34 J0.16 JAB-12BR DRY ASH BASINPOWER LINE R/W20.5SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A CHROMIUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-85CHROMIUM ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATION DUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 16.5 μg/L WITHIN THE SHALLOW,7.6 μg/L WITHIN THE DEEP, AND 8.3 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.10PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2L STANDARD2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B CHROMIUM
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-86
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
5.6
<0.5
<5
0.6
0.14j
<0.5
<0.5
<0.5
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 16.5 μg/L WITHIN THE SHALLOW,
7.6 μg/L WITHIN THE DEEP, AND 8.3 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C CHROMIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-87
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.6
0.58
<0.5
<0.5
0.27 j
0.3j
0.16 j
<0.5
0.18 j
8.8
<0.5
<0.5
0.65
0.74
0.43 j
6
9
<0.5
0.28 j
0.21 j
<0.5 <0.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 16.5 μg/L WITHIN THE SHALLOW,
7.6 μg/L WITHIN THE DEEP, AND 8.3 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER0.330.470.150.2 J0.18 J0.04 J4.41.6INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH0.1<0.10.180.163.81.61.20.35AB-12BR DRY ASH BASINPOWER LINE R/W0.049 JSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A COBALT01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-88COBALT ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATION DUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA IMAC FOR COBALT IS 1 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 1.2 μg/L WITHIN THE SHALLOW,1.9 μg/L WITHIN THE DEEP, AND 2.8 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B COBALT
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-89
COBALT ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
36.4
4
0.98
0.47
0.37j
0.38
0.52
16.1
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 1.2 μg/L WITHIN THE SHALLOW,
1.9 μg/L WITHIN THE DEEP, AND 2.8 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C COBALT
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-90
COBALT ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.26
0.11
0.73
0.061 j
1.7
2.2
9.6
0.1
<0.1
0.18
0.1
0.049 j
0.15
10.8
1.5
0.61
0.024 j
0.73
0.061 j
1.5
0.25
0.66
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 1.2 μg/L WITHIN THE SHALLOW,
1.9 μg/L WITHIN THE DEEP, AND 2.8 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER49.4 J13600053.14050213024901220013200INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH1298460135007111100131845863AB-12BR DRY ASH BASIN117POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A IRON01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-91IRON ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR IRON IS IS 300 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 744 μg/L WITHIN THE SHALLOW,272 μg/L WITHIN THE DEEP, AND 792 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B IRON
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-92
IRON ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
272000
762
202
39.5j
70.2
1740
162
1480
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 744 μg/L WITHIN THE SHALLOW,
272 μg/L WITHIN THE DEEP, AND 792 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C IRON
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-93
IRON ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
305
79.9
55.1
9040
272
3750
311
8460
13500
129
117
78.4
19300
6070
5900
36.1 j
27
79
400
96.3
47.4 j
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 744 μg/L WITHIN THE SHALLOW,
272 μg/L WITHIN THE DEEP, AND 792 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER102300013385925524413402570INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH148118055409569.62164780114AB-12BR DRY ASH BASINPOWER LINE R/W31.9SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A MANGANESE01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-94MANGANESE ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 75.3 μg/L WITHIN THE SHALLOW,141 μg/L WITHIN THE DEEP, AND 26.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B MANGANESE
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-95
MANGANESE ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
4060
541
112
930
25.8
74.2
38.6
917
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 75.3 μg/L WITHIN THE SHALLOW,
141 μg/L WITHIN THE DEEP, AND 26.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C MANGANESE
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-96
MANGANESE ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
8.6
16.6
68.8
3.4 j
1500
586
3530
29.8
1180
5540
148
31.9
351
1160
430
1640
64.4
<5
<5
279
<5
22.1
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 75.3 μg/L WITHIN THE SHALLOW,
141 μg/L WITHIN THE DEEP, AND 26.6 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER0.7761.12851.20.7425.220.1INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH0.42 J4525.15.22.7<0.50.850.15 JAB-12BR DRY ASH BASINPOWER LINE R/W2.8SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A MOLYBDENUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-97MOLYBDENUM ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETA'ASCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.A NORTH CAROLINA 2L/IMAC FOR MOLYBDENUM IS NOT ESTABLISHED.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.5 μg/L WITHIN THE SHALLOW,3.2 μg/L WITHIN THE DEEP, AND 3 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILL
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B MOLYBDENUM
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-98
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
<0.5
0.45j
0.17j
7.1
53
<0.5
0.16j
<0.5
1/26/2018
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.A NORTH CAROLINA 2L/IMAC FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.5 μg/L WITHIN THE SHALLOW,
3.2 μg/L WITHIN THE DEEP, AND 3 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C MOLYBDENUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-99
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.61
<0.5
<0.5
0.76
2640 M6
3580
1.2
0.28 j
452
5.1
0.42 j
2.8
2.2
2.8
0.48 j
40.6
57.2
<1
<1
2.9
42.2
<0.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.A NORTH CAROLINA 2L/IMAC FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.5 μg/L WITHIN THE SHALLOW,
3.2 μg/L WITHIN THE DEEP, AND 3 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER1.30.822.2<5<0.5<0.512.4INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH4.21.41.21.523.44.42.2<0.5AB-12BR DRY ASH BASIN<0.5POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A NICKEL01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-100NICKEL ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 9.9 μg/L WITHIN THE SHALLOW,7.5 μg/L WITHIN THE DEEP, AND 7.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B NICKEL
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-101
NICKEL ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
75.6
10.6
9.7
2.9
9.6
1.5
0.9
1.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 9.9 μg/L WITHIN THE SHALLOW,
7.5 μg/L WITHIN THE DEEP, AND 7.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C NICKEL
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-102
NICKEL ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.85
0.57
<0.5
<0.5
2.1
25.5
24.5
2.4
1.4
1.2
4.2
<0.5
<0.5
16.7
43.1
1.6
<5
<5
2
1
1.8
<0.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 9.9 μg/L WITHIN THE SHALLOW,
7.5 μg/L WITHIN THE DEEP, AND 7.2 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER<0.5<0.50.38 J4.4 J<0.5<0.5<0.5<0.5INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH<0.5<0.51.40.34 J<0.5<0.50.54<0.5AB-12BR DRY ASH BASINPOWER LINE R/W<0.5SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A SELENIUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-103SELENIUM ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SELENIUM IS 0.5 μg/L WITHIN THE SHALLOW,0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B SELENIUM
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-104
SELENIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
0.34j
0.63
<0.5
0.71
<5
<0.5
0.36j
<0.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SELENIUM IS 0.5 μg/L WITHIN THE SHALLOW,
0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C SELENIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-105
SELENIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<0.5 1g
<0.5
<0.5
0.79
<0.5
<0.5
<0.5
1.4
<0.5
0.35 j
<0.5
1
0.62
<1
<1
0.39 j
0.44 j
<0.5
<0.5
<0.5
<0.5
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR SELENIUM IS 20 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SELENIUM IS 0.5 μg/L WITHIN THE SHALLOW,
0.5 μg/L WITHIN THE DEEP, AND 0.5 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER11223301953260122072023404760INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH102004820 M1452026223544.915501540AB-12BR DRY ASH BASIN7530POWER LINE R/WSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A STRONTIUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-106STRONTIUM ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.A NORTH CAROLINA 2L/ IMAC FOR STRONTIUM IS NOT ESTABLISHED.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 303 μg/L WITHIN THE SHALLOW,665 μg/L WITHIN THE DEEP, AND 253 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B STRONTIUM
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-107
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
1460
2670
3040
312
758
259
633
9.4
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.A NORTH CAROLINA 2L/ IMAC FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 303 μg/L WITHIN THE SHALLOW,
665 μg/L WITHIN THE DEEP, AND 253 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C STRONTIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-108
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
277
60.2
37.5
1160
7230
6280
2820
5220
4820 M1
4520
10200
7530
2280
1560
4590
6590
2830
74
95
182
294
10.1
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.A NORTH CAROLINA 2L/ IMAC FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 303 μg/L WITHIN THE SHALLOW,
665 μg/L WITHIN THE DEEP, AND 253 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER0.96 J5575.14.266.432.489.958.8INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH1725.375317.297.940.1108AB-12BR DRY ASH BASINPOWER LINE R/W152SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A SULFATE01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-109SULFATE ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 4.2 mg/L WITHIN THE SHALLOW,17.7 mg/L WITHIN THE DEEP, AND 18.4 mg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN mg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN mg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B SULFATE
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-110
SULFATE ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
1450
112
240
28.8
36.5
34.1
174
0.73 j
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 4.2 mg/L WITHIN THE SHALLOW,
17.7 mg/L WITHIN THE DEEP, AND 18.4 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C SULFATE
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-111
SULFATE ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
7
<1
0.74 j
3.7
932
632
10.7
19.7
5.3
753
172
152
77.6
200 M1
40.3
486 M6
207
0.3
0.67
18.4
13.6
3.4
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 4.2 mg/L WITHIN THE SHALLOW,
17.7 mg/L WITHIN THE DEEP, AND 18.4 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN mg/L**
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER<0.1<0.1<0.1<1<0.1<0.10.024 J0.13INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH0.063 J<0.10.13<0.10.038 J0.046 J<0.1<0.1AB-12BR DRY ASH BASINPOWER LINE R/W0.057 JSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A THALLIUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-112THALLIUM ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA IMAC FOR THALLIUM IS 0.2 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR THALLIUM IS 0.1 μg/L WITHIN THE SHALLOW,0.1 μg/L WITHIN THE DEEP, AND 0.1 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B THALLIUM
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-113
THALLIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
0.54
0.15
0.064 j
0.44
<1
<0.1
<0.1
0.17
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR THALLIUM IS 0.2 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR THALLIUM IS 0.1 μg/L WITHIN THE SHALLOW,
0.1 μg/L WITHIN THE DEEP, AND 0.1 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C THALLIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-114
THALLIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
<0.1
<0.1
<0.1
0.16
0.021 j
<0.1
<0.1
<0.1
0.13
0.063 j
0.057 j
<0.1
1
<0.1
0.4
<0.1
<0.2
<0.2
<0.1
0.048 j
0.081 j
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR THALLIUM IS 0.2 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR THALLIUM IS 0.1 μg/L WITHIN THE SHALLOW,
0.1 μg/L WITHIN THE DEEP, AND 0.1 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER83118090340280265420577INDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH767581510018013346474341AB-12BR DRY ASH BASINPOWER LINE R/W359SAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A TDS01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-115TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTSCROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 140 mg/L WITHIN THE SHALLOW,183 mg/L WITHIN THE DEEP, AND 216 mg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.500PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2L STANDARD2.14CONCENTRATION IN mg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN mg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B TDS
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-116
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
325
481
107
140
132
375
59
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 140 mg/L WITHIN THE SHALLOW,
183 mg/L WITHIN THE DEEP, AND 216 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
2820
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C TDS
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-117
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
76
48 D6
<25
98
1760
1260
313
372
581
5100
767
359
266
423
331
1080
525
44
57
111
146
32
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 140 mg/L WITHIN THE SHALLOW,
183 mg/L WITHIN THE DEEP, AND 216 mg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
2L STANDARD
500
500
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN mg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN mg/L**
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
AB-17DBEDROCK
BEDROCKASHASH PORE WATERFILLTRANSITION ZONEAB-17SAB-18DAB-18S
AB-15BR
AB-15D
AB-15SL
AB-15SFILL A(NORTHWEST)ASH PORE WATER4.36.92.45.40.17 J,B0.13 J,B0.84 B1.2 BINDUSTRIAL LANDFILLDRY ASH BASINSAPROLITESAPROLITEASH BASIN DAMBEDROCKASH PORE WATERFILLLAKE NORMANEL. 760TRANSITION ZONEAB-12DAB-12SLAB-12S
AB-9BR
AB-9D
AB-9S
MW-8D
MW-8S
SB-1
A'(SOUTHEAST)ASH PORE WATERASH0.1 J0.550.710.97<0.30.19 J0.74 B0.14 J,BAB-12BR DRY ASH BASINPOWER LINE R/W0.15 JSAPROLITEACTIVE ASH BASINLAKE NORMANDRYASH BASININDUSTRIALLANDFILLSTEAM PLANT RD.ISLAND
PO
INT
RD
.ACTIVEASH BASIN148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comPROJECT MANAGER:LAYOUT:DRAWN BY:DATE:A-A VANADIUM01/29/2018 3:50 PMP:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_A-A_Analytical.dwgFIGURE 11-118VANADIUM ANALYTICAL RESULTS CROSS SECTION A-A'MARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINAMATCHLINE 1
MATCHLINE 1
T. PLATINGCROSS SECTION LOCATIONNOTE:CROSS SECTION A-A' IS LINEAR IN NATURE AND ALLLOCATIONS NOT ALONG THE CROSS SECTION AREPROJECTED ONTO THE CROSS SECTION.E. KINSEY/ C. NEWELL1/26/20184004080VERTICAL GRAPHIC SCALEIN FEET2000200400HORIZONTAL GRAPHIC SCALEIN FEETSCALE: AS SHOWNSOURCE INFORMATION:NOTES1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.2.THE NORTH CAROLINA IMAC FOR VANADIUM IS 0.3 μg/L.3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.6 μg/L WITHIN THE SHALLOW,3.8 μg/L WITHIN THE DEEP, AND 16 μg/L WITHIN THE BEDROCK FLOW LAYERS.4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.PROVISIONAL BACKGROUND THRESHOLD VALUE(PBTV)2.14CONCENTRATION IN µg/LSHALLOW FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONDEEP FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONBEDROCK FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLEMW-16BRMW-16DMW-12SABMW-2WELL IN TRANSITION ZONEWELL IN SAPROLITE MATERIALWELL IN BEDROCKWELL IN ASH PORE WATERGENERALIZED GROUNDWATERFLOW DIRECTIONLEGENDASHASH PORE WATERBEDROCKTRANSITION ZONE<0.5CONCENTRATION IN µg/L**ASH FLOW LAYER GROUNDWATERWELL WATER LEVEL ELEVATIONSAPROLITEFILLA'A
LAKE
NORMAN
EL. 760AB-5BRAB-5DAB-5SAB-4DAB-4SLAB-4SSB-15AB-2DAB-2SBEDROCK
ASH
FILL
TRANSITION ZONE
B
(WEST)(EAST)
B'
ASH BASIN DAM
ASH PORE WATER
SAPROLITE
ACTIVE ASH BASIN
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
L
A
N
T

R
D
.ISLAN
D
P
OI
N
T
R
D.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
T. PLATING
DATE:E. KINSEY/ C. NEWELL
B-B VANADIUM
1/26/2018
01/29/2018 3:04 PM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_B-B_Analytical.dwg
FIGURE 11-119
VANADIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
40 0 40 80
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
CROSS SECTION LOCATION
B'B
NOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN
6.4
0.78
0.077 j
1.9
2.4 j
<0.3
0.3 B
0.1 j, B
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.6 μg/L WITHIN THE SHALLOW,
3.8 μg/L WITHIN THE DEEP, AND 16 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATIONGENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
GWA-6DGWA-6SAB-11DAB-11SAB-10DAB-10SLAB-10SC
(NORTHEAST)
BEDROCK
TRANSITION ZONE
ASH
ASH PORE WATER
ASH AB-10BRASH BASIN WASTE BOUNDARY
SAPROLITE
AB-12DAB-12SLAB-12SAB-8DAB-8SAB-6DAB-6BRAB-6SC'
(SOUTHWEST)AB-11DAB-11SMW-11DMW-11SASH
INNER
ASH
BASIN
ROAD GWA-12BRGWA-12DGWA-12SSETTLING POND
DUKE ENERGY
PROPERTY
BOUNDARY
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER
ASHAB-12BRAB-6BRAASH BASIN WASTE BOUNDARY
SAPROLITE
ACTIVE
ASH BASIN
DRY
ASH BASIN
INDUSTRIAL
LANDFILL
LAKE NORMAN
STEA
M

P
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A
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R
D
.ISLAN
D
P
OI
N
T
R
D.
C
C'
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:
C-C VANADIUM
01/27/2018 11:48 AM P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Figures\X Secs\Marshall_XSects_C-C_Analytical.dwg
FIGURE 11-120
VANADIUM ANALYTICAL RESULTS
CROSS SECTION C-C'
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINAMATCHLINE 2MATCHLINE 2T. PLATING
E. KINSEY/ C. NEWELL 1/26/20184004080
VERTICAL GRAPHIC SCALE
IN FEET
200 0 200 400
HORIZONTAL GRAPHIC SCALE
IN FEET
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.5
0.68
0.48
0.8
0.66 B
7.3
1 B
0.23 j,B
0.71
0.97
0.55
0.15 j
<0.3
0.89
0.16 j,B
5.5
6
2.48
15.3
0.16 j
1.8
0.12 j
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 25 & 26, 2017.
2.THE NORTH CAROLINA IMAC FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.6 μg/L WITHIN THE SHALLOW,
3.8 μg/L WITHIN THE DEEP, AND 16 μg/L WITHIN THE BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.ANALYTICAL DATA PRESENTED WAS COLLECTED DURING SEPTEMBER-OCTOBER 2017.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
**CONCENTRATION IS FLAGGED DUE TO ELEVATED pH> 8.5 AND NOT CONSIDERED FOR CONTOURING PURPOSES.
PROVISIONAL BACKGROUND THRESHOLD VALUE
(PBTV)
2.14 CONCENTRATION IN µg/L
SHALLOW FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
GENERALIZED WATER TABLE
MW-16BR
MW-16D
MW-12S
ABMW-2
WELL IN TRANSITION ZONE
WELL IN SAPROLITE MATERIAL
WELL IN BEDROCK
WELL IN ASH PORE WATER
GENERALIZED GROUNDWATER
FLOW DIRECTION
LEGEND
ASH
ASH PORE WATER
BEDROCK
TRANSITION ZONE
<0.5 CONCENTRATION IN µg/L **
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
FILL
LAKE NORMANBGSB-GWA-6BORROW AREABGSB-GWA-2BGSB-GWA-4MR1001MR1009MR1002MR1006MR1008MR1010MAP SOURCE NOTES:NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS. THE HORIZONTAL ANDVERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY UTILITIES SHOWN ARE APPROXIMATE.LEGENDWELL IN DEEP ZONEWELL IN SHALLOW ZONEWELL IN BEDROCK ZONEABMW-07WELL IN ASH PORE WATERWELL ABANDONEDABMW-05SASH BASIN COMPLIANCE BOUNDARYPARCEL LINE DUKE ENERGY (APPROXIMATE)ASH BASIN WASTE BOUNDARYWATER SUPPLY WELL SAMPLEDWATER SAMPLE LOCATION SAMPLEDSURFACE WATER FLOW DIRECTIONFIGURE 11-121SOLID PHASE - GROUNDWATERINTERACTION DATA MAPMARSHALL STEAM STATION8320 NC HIGHWAY 150 ETERRELL, NORTH CAROLINADUKEENERGYCAROLINASFIG 11-121 (GW INTERACTION)BRIAN WILKERJOHN CHASTAINPROJECT MANAGER:LAYOUT NAME:DRAWN BY:CHECKED BY:TODD PLATINGDATE:DATE:www.synterracorp.com148 River Street, Suite 220Greenville, South Carolina 29601864-421-99991/24/20181/24/2018GRAPHIC SCALE6003001500300(IN FEET)S-2AREA OF WETNESS (AOW) SAMPLE LOCATIONWATER SUPPLY WELL NOT SAMPLEDAPPROXIMATE STREAM (NON-JD)TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AThttp://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-MARSHALL STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL2014_MARSHALL_10-30-15.DWGSAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.SOIL OR GEOTECHNICAL BORINGAPPROXIMATE POND OR RESERVOIR (NON-JD)APPROXIMATE ASH BASIN PONDED WATERSW-AB8SB-12LANDFILL COMPLIANCE BOUNDARYLANDFILL BOUNDARYGWA-12DAB-14DAB-14SAB-13SAB-13DAB-7DAB-7SAB-8DAB-8SAB-20DAB-20SAB-15BRAB-15DAB-15SAB-15SLAL-4BRAL-4DAB-16DAB-16SAB-18SAB-18DAB-17DAB-17SGWA-4DGWA-3DGWA-3SAL-3BRAL-3SAL-3DAB-11SAB-11DAL-2BRLAL-2BRAL-2DAL-2SGWA-14SGWA-14DGWA-13SGWA-13DAGWA-13DAB-6SAB-6DAB-9BRAB-6BRBG-3SBG-3DBG-3BRBG-1SBG-1DBG-1BRABG-1BRBG-2BRBG-2SCCR-16SCCR-16DCCR-15DCCR-15SGWA-10SGWA-10DGWA-15SGWA-11SGWA-11DGWA-11BRCCR-14SCCR-14DAL-1SAL-1DCCR-13SCCR-13DCCR-12SCCR-12DCCR-11DCCR-11SCCR-10SCCR-10DCCR-9DACCR-9DCCR-9SAB-1BRAB-1DAB-1SAB-2SAB-2DCCR-5SCCR-5DCCR-4SCCR-4DCCR-3DCCR-3SAB-21DAB-21SAB-9DAB-9SAB-10BRAB-10DAB-10SAB-10SLAB-12BRAB-12DAB-12SAB-12SLC-1AB-5BRAB-5DAB-5SAB-4DAB-4SAB-4SLAB-3SAB-3DCCR-1SCCR-1DCCR-2SCCR-2DGWA-2DAGWA-2SGWA-2DGWA-1SGWA-1DGWA-1BRINDUSTRIAL LANDFILL NO. 1SHERRILL'S FORD RDISLAND POINT RDSHERRILL'S FORD RDSHERRILL'S FORD RDGWA-7DGWA-7SMW-14SMW-14BRMW-14DMW-1OB-1 (DAF)MW-6SMW-6DMW-10DMW-10SMW-7SMW-7DMW-8SMW-8DMW-9DMW-9SSW-1SW-10SW-11SW-4SW-5SW-3MS-8MS-9MS-10MS-16MS-15MS-14MS-11MS-12MS-13MW-11DMW-11SGWA-12BRGWA-12SMW-12DMW-12SSW-2SW-9SW-8MW-13DMW-13SGWA-9BRSW-7GWA-4SMW-4DMW-4MW-7(OW-3)MW-6(OW-2)MW-5MW-3MW-2GWA-6DGWA-6SGWA-5DGWA-5SGWA-8DGWA-8SNPDES OUTFALL 101NPDES OUTFALL 102DEMOLITIONLANDFILLASBESTOS LANDFILLDRY ASH LANDFILL (PHASE II)DRY ASH LANDFILL(PHASE I)ISA
L
N
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P
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DCAPAS COVE RDISLAND POINT RDFGD RESIDUE LANDFILLPERMIT NO. 1809PV STRUCTURAL FILLACTIVE ASH BASINCELL 2CELL 4CELL 1CELL 3NEW EMERGENCY SPILLWAYNEW OUTFLOW STRUCTUREDISCHARGE TOWER (INACTIVE)NEW DISCHARGESTRUCTUREAB-6BRLAB-6BRAAB-1BRLAL-4BRLAL-1BRMR32MR35MR40MR31MR22MR8MR10MR25MR12MR11MR38MR43MR23MR14MR20MR33MR37MR42MR1MR26MR17MR4MR18MR6MR45MR48MR44PUBLIC WATER SUPPLY WELL NOT SAMPLEDPWS:0118497PWS:0118497PWS:0118780PWS:0118623PWS:0118622GREENWOOD RDC
L
EM
E
N
T

C
I
R
ST
U
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S

S
TSTUTTS STSB-1S-2MSSW002MSSW001SW-6S-1SB-14SB-11SB-10SB-7SB-4SB-8SB-3SB-2SB-5SB-13OB-1 (ASH BASIN)MR36MR16MR21MR46PIEZOMETER IN SHALLOW ZONEP-102MS-4MS-5MS-2MS-3MS-7MS-1MR13MR9SB-15MS-6PIEZOMETER ABANDONEDMS-7AB-10BRAB-10DAB-10SLAL-2BRLLSW-12NPDES OUTFALL 002MR45MR29MR47SOIL/WATER PAIR SAMPLE LOCATION (ft bgs): Identifies a soil sample taken for total metals or TotalOrganic Carbon(TOC) analysis within a corresponding monitoring well screened interval.CONDUCTIVITY (ft/day): Hydraulic conductivity of the identified flow zone measured in a correspondingmonitoring well.HYDROUS FERROUS OXIDE (mg/kg): Identifies a soil sample taken for HFO; note that the sample IDmay not match the well ID at all locations. Bold text identifies samples taken within the correspondingscreened interval.SORPTION COEFFICIENT (mL/g): Geomean of the batch sorption coefficient (Kd) for the indicated listof constituents. Bold text identifies samples taken within the corresponding screened interval.Color code identifies flow zone.Nomenclature for Sample ID: Boring Location (sample interval in ft bgs). Note that while boring locationmay be given a suffix (S, SL, D, BR), the sample interval or depth of that the soil sample determines theflow zone.* = These sample intervals are within the soil portion of this soil/ash pore well rather than the ash itself.Sources Notes:Total metals analysis for solid phase soil samples taken from Appendix B, Table 4 of CSA Update, 2018.Hydraulic conductivity values taken from Table 6-12 of CSA Update, 2018.HFO values are from the Soil Sorption Evaluation Report (Langley, W.G. & Oza, S., 31 Oct. 2015)included in Appendix C of CSA Update, 2018.Batch sorption Kd values were taken from the linear isotherm (So = 0) values from the Addendum to SoilSorption Evaluation (Langley, W.G. & Dongwook, K., 2 Feb. 2016) included in Appendix C of CSAUpdate, 2018.TABLE KEYGENERALIZED GROUNDWATERFLOW DIRECTIONTRANSECT WITH NAMETRANSECT TITLERED SAMPLE ID INDICATES THAT AN HFOSAMPLE IS PROPOSED TO BE COLLECTED FORSOIL WITHIN THE SCREENED INTERVAL.EAST TRANSECTCENTRAL TRANSECTAB-12S*/ AB-12D/ AB-12BRAB-9D/ AB-9BRAB-1D/ AB-1BRCENTRAL TRANSECTWESTERN TRANSECTEASTERN TRANSECTEASTERN TRANSECTCCR-13S/ CCR-13DGWA-11S/ GWA-11D/ GWA-11BRGWA-15S WESTERN TRANSECTAB-5S*/ AB-5D/ AB-5BRAB-3S/ AB-3DAB-2DMW-9S/ MW-9DSTRUCTURAL FILL BOUNDARY104AREA OF CONCENTRATION INGROUNDWATER ABOVE NC2L(SEE NOTE 1.)NOTE:1.GENERALIZED AREAL EXTENT OF MIGRATION REPRESENTED BY NCAC 02L EXCEEDANCES OF MULTIPLECONSTITUENTS IN MULTIPLE FLOW ZONES.NPDES OUTFALL 002ANPDES OUTFALL 002BNPDES OUTFALL 003DATA NOTES:NA=NOT ANALYZEDIDNA=ISOTHERM DATA NOT AVAILABLE
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FGD RESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASH LANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURALFILL ASH BASIN
ASH BASIN
LAKE NORMAN
M
ARSH
ALL RD
GREENWOOD RDBEATTY RDSHERRI
LLS FORD RDS T A T E H W Y 1 5 0
RAILRO ADR
A
I
L
R
O
A
D
EXPOSUREAREA 1
EXPOSUREAREA 2
MW-1
AB-10S/SL/D/BR
AB-11S/D
AB-12S/SL/D/BR
AB-13S/D
AB-14S/D
AB-15S/SL/D/BR
AB-16S/D
AB-17S/D
AB-18S/D
AB-1S/D/BR
AB-20S/D
AB-21S/D
AB-2S/DAB-3S/D
AB-4S/SL/D
AB-5S/D/BR
AB-6S/D
AB-7S/D AB-8S/D AB-9S/D/BR
AL-1S/D/BR
AL-2S/D/BR/BRL
AL-3S/D/BR
AL-4D/BR
BG-1S/D/BR
BG-2S/BR
BG-3S/D/BR
GWA-10S/D
GWA-11S/D
GWA-12S/D/BR
GWA-13S/D
GWA-1S/D/BRGWA-2S/D
GWA-3S/D
GWA-4S/D GWA-5S/D
GWA-6S/D
GWA-7S/D
GWA-8S/D
GWA-9BR
OB-1 (AshBasin)CCR-10S/D
CCR-11S/D
CCR-12S/D
CCR-13S/D
CCR-14S/D
CCR-15S/D
CCR-16S/D
CCR-1S/D
CCR-2S/D
CCR-3S/D
CCR-4S/D
CCR-5S/D
CCR-9S/D
MW-10S/D
MW-11S/D
MW-12S/D
MW-13S/D
MW-14S/D/BR
MW-4/D
MW-6S/D
MW-7S/D
MW-8S/D
MW-9S/D
MS-10
MS-11
MS-12 MS-13
MS-14
MS-15
MS-16
MS-8
MS-9
MW-2
MW-3
MW-5
OB-1 (DryAsh Landfill)
OB-2 (MW-6)OB-3 (MW-7)
GWA-14S/D
GWA-15S
SW-1
SW-4
SW-3
SW-11
SW-8
SW-7
SW-9
SW-10
SW-1
SW-2
NOTES:GENERALIZED AREAL EXTENT OF MIGRATION REPRESENTED BY NCAC 02LEXCEEDANCES OF MULTIPLE CONSTITUENTS IN MULTIPLE FLOW ZONES.
TWO EXPOSURE AREAS HAVE BEEN DEVELOPED BY HDR TO EVALUATE ECOLOGICALEXPOSURE TO SURFACE WATER, SEDIMENT, SEDIMENT AND AREAS OF W ETNESS(AOW). THE EXPOSURE AREAS CONSIDER ECOLOGICAL HABITATS, NEARBY W ATERBODIES, AND WET AREAS.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., JUNE 19, 2015.
WETLAND DELINEATION SURVEY CONDUCTED BY MCKIM AND CREED, MARCH 2016.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
FIGURE 12-1HUMAN HEALTH ANDECOLOGICAL EXPOSURE AREASMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/25/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Marshall\Mapdocs\CSA_Supplement_2\Fig12-01 - Human Health and Ecological Exposure Areas.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
")SURFACE WATER LOCATION
EXPOSURE AREA 1
EXPOSURE AREA 2
AREA OF CONCENTRATION IN GROUNDW ATERABOVE NC2L (SEE NOTES)
ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
STRUCTURAL FILL BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (MCKIM AND CREED 2016)
LEGEND
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-1
TIME VERSUS CONCENTRATION - CENTRAL BASIN
ANTIMONY
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Deep
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Bedrock
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-2
TIME VERSUS CONCENTRATION – DOWNGRADIENT
ANTIMONY
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Deep
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Bedrock
(IMAC:1 µg/L, PBTV:0.5 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: DECEMBER 2017
FIGURE 14-3
TIME VERSUS CONCENTRATION – CENTRAL BASIN
ARSENIC
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:10 µg/L, PBTV:0.4 µg/L)
Deep
(2L Std:10 µg/L, PBTV:0.6 µg/L)
Bedrock
(2L Std:10 µg/L, PBTV:0.6 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to analytical
data table notes for qualifier definitions. Non-detect analytical
results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-4
TIME VERSUS CONCENTRATION – DOWNGRADIENT
ARSENIC
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:10 µg/L, PBTV:0.4 µg/L)
Deep
(2L Std:10 µg/L, PBTV:0.6 µg/L)
Bedrock
(2L Std:10 µg/L, PBTV:0.6 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to analytical
data table notes for qualifier definitions. Non-detect analytical
results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-5
TIME VERSUS CONCENTRATION – CENTRAL BASIN
BARIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:700 µg/L, PBTV:310 µg/L)
Deep
(2L Std:700 µg/L, PBTV:127 µg/L)
Bedrock
(2L Std:700 µg/L, PBTV:435 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to analytical
data table notes for qualifier definitions. Non-detect analytical results
are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-6
TIME VERSUS CONCENTRATION – DOWNGRADIENT
BARIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:700 µg/L, PBTV:310 µg/L)
Deep
(2L Std:700 µg/L, PBTV:127 µg/L)
Bedrock
(2L Std:700 µg/L, PBTV:435 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to analytical
data table notes for qualifier definitions. Non-detect analytical
results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-7
TIME VERSUS CONCENTRATION – CENTRAL BASIN
BERYLLIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:4 µg/L, PBTV:0.2 µg/L)
Deep
(IMAC:4 µg/L, PBTV:0.1 µg/L)
Bedrock
(IMAC:4 µg/L, PBTV:0.2 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-8
TIME VERSUS CONCENTRATION – DOWNGRADIENT
BERYLLIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:4 µg/L, PBTV:0.2 µg/L)
Deep
(IMAC:4 µg/L, PBTV:0.1 µg/L)
Bedrock
(IMAC:4 µg/L, PBTV:0.2 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to analytical
data table notes for qualifier definitions. Non-detect analytical
results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-9
TIME VERSUS CONCENTRATION – CENTRAL BASIN
BORON
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:700 µg/L, PBTV:50 µg/L)
Deep
(2L Std:700 µg/L, PBTV:50 µg/L)
Bedrock
(2L Std:700 µg/L, PBTV:50 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-10
TIME VERSUS CONCENTRATION – DOWNGRADIENT
BORON
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:700 µg/L, PBTV:50 µg/L)
Deep
(2L Std:700 µg/L, PBTV:50 µg/L)
Bedrock
(2L Std:700 µg/L, PBTV:50 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-11
TIME VERSUS CONCENTRATION – CENTRAL BASIN
CADMIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Deep
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Bedrock
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-12
TIME VERSUS CONCENTRATION – DOWNGRADIENT
CADMIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Deep
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Bedrock
(2L Std:2 µg/L, PBTV:0.08 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-13
TIME VERSUS CONCENTRATION – CENTRAL BASIN
CHLORIDE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:250 mg/L, PBTV:5.5 mg/L)
Deep
(2L Std:250 mg/L, PBTV:4.7 mg/L)
Bedrock
(2L Std:250 mg/L, PBTV:4.5 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-14
TIME VERSUS CONCENTRATION – DOWNGRADIENT
CHLORIDE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:250 mg/L, PBTV:5.5 mg/L)
Deep
(2L Std:250 mg/L, PBTV:4.7 mg/L)
Bedrock
(2L Std:250 mg/L, PBTV:4.5 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-15
TIME VERSUS CONCENTRATION – CENTRAL BASIN
CHROMIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:10 µg/L, PBTV:16.5 µg/L)
Deep
(2L Std:10 µg/L, PBTV:7.6 µg/L)
Bedrock
(2L Std:10 µg/L, PBTV:8.3 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-16
TIME VERSUS CONCENTRATION – DOWNGRADIENT
CHROMIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:10 µg/L, PBTV:16.5 µg/L)
Deep
(2L Std:10 µg/L, PBTV:7.6 µg/L)
Bedrock
(2L Std:10 µg/L, PBTV:8.3 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: DECEMBER 2017
FIGURE 14-17
TIME VERSUS CONCENTRATION – CENTRAL BASIN
COBALT
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:1 µg/L, PBTV:1.2 µg/L)
Deep
(IMAC:1 µg/L, PBTV:1.9 µg/L)
Bedrock
(IMAC:1 µg/L, PBTV:2.8 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: DECEMBER 2017
FIGURE 14-18
TIME VERSUS CONCENTRATION – DOWNGRADIENT
COBALT
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:1 µg/L, PBTV:1.2 µg/L)
Deep
(IMAC:1 µg/L, PBTV:1.9 µg/L)
Bedrock
(IMAC:1 µg/L, PBTV:2.8 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-19
TIME VERSUS CONCENTRATION – CENTRAL BASIN
IRON
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:300 µg/L, PBTV:744 µg/L)
Deep
(2L Std:300 µg/L, PBTV:272 µg/L)
Bedrock
(2L Std:300 µg/L, PBTV:792 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-20
TIME VERSUS CONCENTRATION – DOWNGRADIENT
IRON
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:300 µg/L, PBTV:744 µg/L)
Deep
(2L Std:300 µg/L, PBTV:272 µg/L)
Bedrock
(2L Std:300 µg/L, PBTV:792 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-21
TIME VERSUS CONCENTRATION – CENTRAL BASIN
MANGANESE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:50 µg/L, PBTV:75.3 µg/L)
Deep
(2L Std:50 µg/L, PBTV:141 µg/L)
Bedrock
(2L Std:50 µg/L, PBTV:26.6 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-22
TIME VERSUS CONCENTRATION – DOWNGRADIENT
MANGANESE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:50 µg/L, PBTV:75.3 µg/L)
Deep
(2L Std:50 µg/L, PBTV:141 µg/L)
Bedrock
(2L Std:50 µg/L, PBTV:26.6 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-23
TIME VERSUS CONCENTRATION – CENTRAL BASIN
MOLYBDENUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:NE, PBTV:0.5 µg/L)
Deep
(2L Std:NE, PBTV:3.2 µg/L)
Bedrock
(2L Std:NE, PBTV:3 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-24
TIME VERSUS CONCENTRATION – DOWNGRADIENT
MOLYBDENUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:NE, PBTV:0.5 µg/L)
Deep
(2L Std:NE, PBTV:3.2 µg/L)
Bedrock
(2L Std:NE, PBTV:3 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-25
TIME VERSUS CONCENTRATION – CENTRAL BASIN
NICKEL
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:100 µg/L, PBTV:9.9 µg/L)
Deep
(2L Std:100 µg/L, PBTV:7.5 µg/L)
Bedrock
(2L Std:100 µg/L, PBTV:7.2 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-26
TIME VERSUS CONCENTRATION – DOWNGRADIENT
NICKEL
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:100 µg/L, PBTV:9.9 µg/L)
Deep
(2L Std:100 µg/L, PBTV:7.5 µg/L)
Bedrock
(2L Std:100 µg/L, PBTV:7.2 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-27
TIME VERSUS CONCENTRATION – CENTRAL BASIN
SELENIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Deep
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Bedrock
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-28
TIME VERSUS CONCENTRATION – DOWNGRADIENT
SELENIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Deep
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Bedrock
(2L Std:20 µg/L, PBTV:0.5 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-29
TIME VERSUS CONCENTRATION – CENTRAL BASIN
STRONTIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:NE, PBTV:303 µg/L)
Deep
(2L Std:NE, PBTV:665 µg/L)
Bedrock
(2L Std:NE, PBTV:253 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-30
TIME VERSUS CONCENTRATION – DOWNGRADIENT
STRONTIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:NE, PBTV:303 µg/L)
Deep
(2L Std:NE, PBTV:665 µg/L)
Bedrock
(2L Std:NE, PBTV:253 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-31
TIME VERSUS CONCENTRATION – CENTRAL BASIN
SULFATE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:250 mg/L, PBTV:4.2 mg/L)
Deep
(2L Std:250 mg/L, PBTV:17.7 mg/L)
Bedrock
(2L Std:250 mg/L, PBTV:18.4 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-32
TIME VERSUS CONCENTRATION – DOWNGRADIENT
SULFATE
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:250 mg/L, PBTV:4.2 mg/L)
Deep
(2L Std:250 mg/L, PBTV:17.7 mg/L)
Bedrock
(2L Std:250 mg/L, PBTV:18.4 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-33
TIME VERSUS CONCENTRATION – CENTRAL BASIN
THALLIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Deep
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Bedrock
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-34
TIME VERSUS CONCENTRATION – DOWNGRADIENT
THALLIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Deep
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Bedrock
(IMAC:0.2 µg/L, PBTV:0.1 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-35
TIME VERSUS CONCENTRATION – CENTRAL BASIN
TOTAL DISSOLVED SOLIDS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:500 mg/L, PBTV:140 mg/L)
Deep
(2L Std:500 mg/L, PBTV:183 mg/L)
Bedrock
(2L Std:500 mg/L, PBTV:216 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-36
TIME VERSUS CONCENTRATION – DOWNGRADIENT
TOTAL DISSOLVED SOLIDS
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(2L Std:500 mg/L, PBTV:140 mg/L)
Deep
(2L Std:500 mg/L, PBTV:183 mg/L)
Bedrock
(2L Std:500 mg/L, PBTV:216 mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water 2L Standard
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-37
TIME VERSUS CONCENTRATION – CENTRAL BASIN
VANADIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:0.3 µg/L, PBTV:5.6 µg/L)
Deep
(IMAC:0.3 µg/L, PBTV:3.8 µg/L)
Bedrock
(IMAC:0.3 µg/L, PBTV:16 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: E. KINSEY
CHECKED BY: T. PLATING
PROJECT MANAGER: T. PLATING
DATE: JANUARY 2018
FIGURE 14-38
TIME VERSUS CONCENTRATION – DOWNGRADIENT
VANADIUM
MARSHALL STEAM STATION
DUKE ENERGY CAROLINAS, LLC
TERRELL, NORTH CAROLINA
P:\Duke Energy Carolinas\18. MARSHALL\CSA Update January 2018\Final\Figures\Figure 14-1 - 14-38 Time v Conc.pdf
Shallow
(IMAC:0.3 µg/L, PBTV:5.6 µg/L)
Deep
(IMAC:0.3 µg/L, PBTV:3.8 µg/L)
Bedrock
(IMAC:0.3 µg/L, PBTV:16 µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•Dark orange = Estimated value due to pH/turbidity beyond
acceptable limits.
•Data presented may include lab-qualified results. Refer to
analytical data table notes for qualifier definitions. Non-detect
analytical results are plotted at the corresponding reporting limit.
Source
Downgradient -Distance +Shallow
Deep
Bedrock
Ash Pore Water IMAC
Provisional
Background
Threshold Value
Information Not Available Information Not Available
Information Not Available Information Not Available
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C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S<0.5
AB-10S0.25 j
GWA-11S<0.5
AB-1BR<0.5
AB-1D<0.5
AB-1S<0.5
AB-2D<0.5
AB-2S<0.5AB-3D0.2 j
AB-3S0.41 j
AB-4D<0.5 AB-4S0.29 j
AB-4SL<5
AB-5BR<0.5
AB-5D0.16 j
AB-5S0.13 j
AB-6D<0.5
AB-6S0.34 j
AB-7D0.36 j AB-8D<0.5
AB-8S0.11 j
AB-9BR<0.5
AB-9D0.16 j
AB-9S0.15 j
AB-10BR<0.5
AB-10D<0.5
AB-10SL1.3
AB-11D<0.5 AB-11S<0.5
AB-12BR0.22 j
AB-12D0.4 j
AB-12S0.27 j
AB-12SL<0.5
AB-13D<0.5
AB-13S19.2
AB-14D<0.5
AB-14S<0.5
AB-15BR<0.5
AB-15D<0.5 AB-15S0.12 j
AB-15SL<0.5
AB-16D<0.5
AB-16S<0.5
AB-17D<0.5AB-17S<0.5
AB-18D0.1 j
AB-18S<5
AB-21D<0.5
AB-21S<0.5
AL-1BR0.19 j
AL-1D0.34 j
AL-1S0.17 j
AL-2BRLNA
AL-2D0.26 j
AL-2S0.2 j
AL-3BR0.2 j
AL-3D0.89
AL-3S21.6
AL-4BR0.1 j
AL-4D0.16 j
BG-1D<0.5 BG-1S<0.5
BG-2BR<0.5
BG-2S<0.5
BG-3BR0.42 j
BG-3D<0.5
BG-3S0.11 j
GWA-1BR0.12 j
GWA-1D0.43 j GWA-1S0.14 jGWA-2DA0.2 j
GWA-2S0.32 j
GWA-3D<0.5
GWA-3S<0.5
GWA-4D<0.5
GWA-4S<0.5
GWA-5D<0.5
GWA-5S0.1 j
GWA-6D<0.5
GWA-6S<0.5
GWA-7D0.25 j GWA-7S<0.5
GWA-8D<0.5
GWA-8S<0.5
GWA-9BR<0.5
GWA-10D<0.5
GWA-10S<0.5
GWA-11D<0.5
GWA-12BR<0.5
GWA-12D0.17 j
GWA-12S0.1 j
GWA-13DA2.3
GWA-13S<0.5
GWA-14D0.6
GWA-14S0.19 j
MS-8<0.5 MS-90.18 j
MS-10<0.5
MS-11<0.5
MS-12<0.5
MS-13<0.5
MS-14<0.5
MS-150.41 j
MS-16<0.5
MW-4<1
MW-4D<1
MW-6D0.13 j
MW-6S0.15 j
MW-7D<0.5
MW-7S<0.5
MW-8D<0.5
MW-8S<0.5
MW-9D<0.5
MW-9S<0.5
MW-10D<1
MW-10S<1
MW-11D<1MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1
MW-13S<1
MW-14BR0.43 j MW-14D<1
MW-14S<1
OB-1 (AshBasin) 0.16 j
AB-7S5.5
GWA-11BR2.7
AB-6BRA0.46 j
AB-20D0.65
AB-20S30.9 AL-2BR0.67
BG-1BRA0.23 j
MW-1<0.5
MW-2<0.5
MW-3<0.5
MW-5<0.5
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
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R
D

R
D
NOTES:ANTIMONY CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 1μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-39GROUNDWATER CONCENTRATION TREND ANALYSIS -ANTIMONY IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.3 j
SW-20.43 J
SW-3<0.5
SW-4<0.5
SW-5<0.5
SW-60.14 j
SW-7<0.5
SW-8<0.5
SW-90.12 j
SW-100.18 j
SW-110.16 j
S-1<1
S-2<1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:ANTIMONY CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 1μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-40GROUNDWATER CONCENTRATION TREND ANALYSIS -ANTIMONY IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
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&<&<&<&<
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&<&<
&<&<&<&<
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&<&<&<
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&<&<
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&<&<&<
&<&<&<&<&<
&<&<
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&<
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&<
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&<
&<
&<
&<
&<
&<
&<
&<
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&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S0.13
GWA-11BR0.16
GWA-11S0.15
AB-1BR0.21AB-1D0.057 j
AB-1S3.1
AB-2D0.15
AB-2S0.23AB-3D0.12 B
AB-3S0.52
AB-4D0.22 B
AB-4S2.3
AB-5BR0.36 B AB-5D0.78
AB-5S2.9
AB-6D1.2
AB-7D0.98 AB-8D0.37 B
AB-9BR0.7
AB-9D0.51 B
AB-9S0.21 B
AB-10BR0.5AB-10D0.7
AB-10SL1240 1g
AB-11D0.17 B
AB-11S0.32 B
AB-12BR0.77
AB-12D4.4
AB-12S229
AB-13D0.46 B
AB-14D0.15
AB-14S792 M6
AB-15BR0.11
AB-15D0.38
AB-16D1.7
AB-17D0.17
AB-18D0.51 B
AB-20D0.18
AB-21D0.15 B
AL-1BR0.093 j
AL-1D0.11AL-1S1.6
AL-2BR0.28
AL-2BRLNA
AL-2D0.3
AL-2S0.2
AL-3BR0.9
AL-3D0.33
AL-4BR0.1
AL-4D0.23
BG-1BRA0.43
BG-1D0.18
BG-1S0.045 j
BG-2BR0.24
BG-2S0.17
BG-3BR0.41
BG-3D0.38
BG-3S0.26
GWA-1BR0.12
GWA-1D0.26 B
GWA-1S0.12GWA-2DA0.57 B
GWA-2S0.12
GWA-3D0.14 B
GWA-3S0.067 j
GWA-4D1.1
GWA-4S0.082 j GWA-5D0.099 j
GWA-5S0.21
GWA-6D0.18 B
GWA-6S0.096 j,B
GWA-7D0.26 j,B
GWA-7S0.42 B
GWA-8D0.22
GWA-8S0.059 j
GWA-9BR0.058 j
GWA-10D0.069 j,B
GWA-10S0.29 B
GWA-11D0.066 j
GWA-12BR0.39 B
GWA-12D1.3
GWA-12S0.082 j,B
GWA-13DA1.4
GWA-13S0.056 j
GWA-14D0.83
GWA-14S0.13 B
MS-80.12 B MS-90.17 B
MS-100.053 j,B
MS-110.051 j,B
MS-120.042 j,B
MS-130.12 B
MS-140.2 B
MS-150.12 B
MS-160.11 B
MW-10.085 j
MW-20.086 j
MW-30.053 j,B
MW-4<1
MW-4D<1
MW-50.15
MW-6D0.075 j,B
MW-6S0.76
MW-7D0.15
MW-7S3.3
MW-8D0.091 j
MW-8S0.28
MW-9D0.12 B
MW-9S0.11 B
MW-10D<1
MW-10S<1
MW-11D<1
MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1MW-13S<1
MW-14BR0.17 MW-14D<1
MW-14S<1
OB-1 (AshBasin) 0.046 j
AB-13S777 M6
AB-15SL973
AB-21S3640
AL-3S241
AB-7S20.7
AB-12SL1190 AB-10S443 M1
AB-4SL1210
AB-6BRA370 AB-6S3050
AB-8S85.6
AB-15S854
AB-16S15.1
AB-17S326
AB-18S2140
AB-20S53.7
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:ARSENIC CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 10μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-41GROUNDWATER CONCENTRATION TREND ANALYSIS -ARSENIC IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-30.65
SW-42.8
SW-53.1
SW-60.54
SW-70.77
SW-80.11
SW-90.6
SW-102
SW-110.61
S-1<1
S-21.3
SW-13.8
SW-210.1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:ARSENIC CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 10μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-42GROUNDWATER CONCENTRATION TREND ANALYSIS -ARSENIC IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
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&<&<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S170
GWA-11BR43.8
AB-10S56.8
GWA-11S63.8
AB-1BR56
AB-1D413
AB-1S67
AB-2D25.8
AB-2S29AB-3D120
AB-3S20.1
AB-4D73
AB-4S97.9
AB-4SL80.2
AB-5S8.1
AB-6D79.3 AB-6S224
AB-7D146
AB-7S36.9
AB-8D50.8
AB-8S54.5
AB-9BR205
AB-9D263
AB-9S17.1
AB-10BR209AB-10D360
AB-10SL364
AB-11D15
AB-11S10.2
AB-12BR32.1
AB-12S223
AB-13D201
AB-13S285
AB-14D174
AB-14S35.5
AB-15BR99.3
AB-15D242
AB-15SL412
AB-16D168
AB-16S93.3
AB-17D21.7AB-17S40.6
AB-18D37 AB-18S339
AB-20D59
AB-21D165AB-21S45.2
AL-1BR316
AL-1D770
AL-2BR148 AL-2BRLNA
AL-2D51.4
AL-2S44
AL-3BR90.6
AL-3D81.9
AL-3S27
AL-4D76.8
BG-1D116 BG-1S30.2
BG-2BR436
BG-2S336
BG-3BR56.9
BG-3D811
BG-3S580
GWA-1BR36.4
GWA-1D55.5
GWA-1S44.1GWA-2DA32.2
GWA-2S92.1
GWA-3D38.1
GWA-3S38.8
GWA-4D30
GWA-4S39.7 GWA-5D16.7
GWA-6D29.3
GWA-6S65.5
GWA-7D363
GWA-7S150
GWA-8D30.9
GWA-8S22.2
GWA-9BR16.3
GWA-10D78.8
GWA-10S50
GWA-11D121
GWA-12BR28.1
GWA-12D36.6
GWA-12S44
GWA-13DA8.3
GWA-13S91.6
GWA-14D25.9
GWA-14S44.7
MS-837.6 MS-941.8
MS-10140
MS-1172.3
MS-1286.6
MS-13101
MS-1446.3
MS-15126
MS-1694.6
MW-286.3
MW-3298
MW-451
MW-4D41
MW-546.6
MW-6D287
MW-6S54.1
MW-7D73.2
MW-7S84.9
MW-8D11.7
MW-8S139
MW-9D91.2
MW-9S272
MW-10D19
MW-10S44
MW-11D58MW-11S55
MW-12D18
MW-12S52
MW-13D49MW-13S42
MW-14BR31.6
MW-14D35
MW-14S29
OB-1 (AshBasin) 1010
AB-12SL1100
MW-1330
AB-5BR77.8
AB-5D138
AB-12D62.8
AB-15S411
AL-1S84.1
AL-4BR124
AB-6BRA84.6
AB-20S30.2
BG-1BRA345
GWA-5S23.4
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:BARIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 700μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-43GROUNDWATER CONCENTRATION TREND ANALYSIS -BARIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-162
SW-278.2
SW-438.6
SW-546.5
SW-627.1
SW-742
SW-834.9
SW-926.7
SW-1037.2
SW-1117.3
S-187
S-2110
SW-394
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:BARIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 700μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-44GROUNDWATER CONCENTRATION TREND ANALYSIS -BARIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S0.15
GWA-11BR0.057 j
AB-10S0.041 j
GWA-11S0.19
AB-1BR0.039 j AB-1D<0.1
AB-1S1.7
AB-2D0.031 j
AB-2S0.057 jAB-3D<0.1
AB-4D0.053 j AB-4S<0.1
AB-4SL<1
AB-5BR0.32
AB-5D0.1 AB-5S3.6
AB-6BRA<0.1
AB-6D0.58
AB-6S0.31 B
AB-7D0.01 j
AB-7S0.016 j
AB-8D<0.1AB-8S0.12
AB-9BR<0.1
AB-9D0.035 j
AB-9S0.025 j
AB-10BR0.04 j
AB-10D0.028 j
AB-10SL0.035 j
AB-11D<0.1 AB-11S<0.1
AB-12BR<0.1
AB-12D<0.1
AB-12S0.086 j
AB-12SL0.018 j
AB-13D<0.1
AB-13S<1
AB-14D0.046 j
AB-14S0.064 j
AB-15BR0.02 j
AB-15D0.071 j AB-15S0.017 j
AB-15SL0.024 j
AB-16D<0.1
AB-16S0.031 j
AB-17D<0.1
AB-17S0.1
AB-18D<0.1 AB-18S<1
AB-20D<0.1
AB-21D<0.1
AB-21S0.032 j
AL-1BR0.01 j
AL-1D0.024 j
AL-1S5.3
AL-2BR<0.1
AL-2BRLNA
AL-2D0.052 j
AL-2S1.1
AL-3BR<0.1
AL-3D<0.1
AL-3S0.036 j
AL-4BR0.039 j
AL-4D0.043 j
BG-1BRA<0.1
BG-1D<0.1 BG-1S0.034 j
BG-2BR<0.1
BG-2S0.024 j
BG-3BR<0.1
BG-3D0.013 j
BG-3S0.018 j
GWA-1BR0.019 j
GWA-1D0.02 jGWA-2DA0.014 j
GWA-2S0.25
GWA-3D0.012 j
GWA-3S0.047 j
GWA-4D<0.1
GWA-4S0.043 j
GWA-5D0.049 j
GWA-6D<0.1
GWA-6S0.1
GWA-7D<0.5
GWA-7S0.01 j
GWA-8D<0.1
GWA-8S0.02 j
GWA-9BR<0.1
GWA-10D<0.1
GWA-10S0.089 j
GWA-11D0.042 j
GWA-12BR0.011 j
GWA-12D0.038 j
GWA-12S0.076 j
GWA-13DA<0.1
GWA-13S0.045 j
GWA-14D0.063 jGWA-14S0.092 j
MS-80.052 j MS-9<0.1
MS-100.13
MS-110.052 j
MS-120.18
MS-130.25
MS-14<0.1
MS-15<0.1
MS-160.025 j
MW-4<1
MW-4D<1
MW-6D0.029 j
MW-7D0.025 j
MW-7S1.3
MW-8D0.11
MW-8S<0.1
MW-9D0.064 j
MW-9S<0.1
MW-10D<1
MW-10S<1
MW-11D<1MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1
MW-13S<1
MW-14BR<0.1 MW-14D<1
MW-14S<1
OB-1 (AshBasin) 0.16
GWA-1S0.71
MW-6S0.65 M1,R1
AB-3S1.8
AB-20S0.3
GWA-5S0.022 j
MW-10.2
MW-20.15
MW-30.58
MW-50.3
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:BERYLLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 4μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-45GROUNDWATER CONCENTRATION TREND ANALYSIS -BERYLLIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.088 j,B
SW-20.057 J
SW-30.01 j,B
SW-41.9
SW-51.9
SW-60.016 j,B
SW-70.027 j,B
SW-80.027 j,B
SW-90.026 j,B
SW-100.046 j,B
SW-11<0.1
S-1<1
S-2<1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:BERYLLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 4μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-46GROUNDWATER CONCENTRATION TREND ANALYSIS -BERYLLIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-11BR31.7 j
AB-10S25000 M6
GWA-11S2880
AB-1S5300
AB-2D366
AB-2S<50
AB-3D174
AB-4D363
AB-4S246
AB-5BR<50
AB-5D<50
AB-6BRA276
AB-6D6270
AB-7D44 j AB-8D<50
AB-9BR<50
AB-9D<50
AB-9S25.6 j
AB-10BR283
AB-11D<50 AB-11S<50
AB-12BR<50
AB-12S75200
AB-12SL2860
AB-13D<50
AB-15BR<50
AB-15D47.1 j
AB-16D<50
AB-17D<50
AB-18D<50
AB-20D39.2 j
AB-21D<50
AL-1S4480
AL-2S9620
BG-1BRA<50
BG-1D<50 BG-1S33.8 j
BG-2BR<50
BG-2S<50
BG-3BR<50
BG-3D<50
BG-3S<50
GWA-1BR<50
GWA-1D<50
GWA-1S<50GWA-2DA<50
GWA-2S<50
GWA-3D<50
GWA-3S<50
GWA-4D<50
GWA-4S<50
GWA-5D<50
GWA-5S<50
GWA-6D<50
GWA-6S<50
GWA-7D<50
GWA-7S<50
GWA-8D<50
GWA-8S<50
GWA-9BR<50
GWA-10D<50
GWA-10S<50
GWA-12BR<50
GWA-12D<50
GWA-12S<50
GWA-13DA<50
GWA-13S<50
GWA-14D<50GWA-14S<50
MS-8<50 MS-9<50
MS-10<50
MS-11<50
MS-12<50
MS-13<50
MS-14<50
MS-15<50
MS-16<50
MW-22880
MW-3<50
MW-4<50
MW-4D<50
MW-5<50
MW-8D239
MW-8S236
MW-9D455
MW-9S<50
MW-10D<50
MW-10S<50
MW-11D<50MW-11S<50
MW-12D<50
MW-12S<50
MW-13D<50MW-13S<50
MW-14BR53.7 MW-14D2140
MW-14S2340
GWA-15S1520
AB-1BR1250
AB-1D933
AB-5S2280
AB-10D1580
AB-14D314
AB-14S20500
AB-15SL1570
AB-16S115
AB-17S24200
AB-18S2300
AB-21S2920
AL-1BR446
AL-1D2340
AL-2BR2650
AL-2BRL1810
AL-2D9720
AL-3D4860
AL-4BR7120
AL-4D29500
GWA-11D1010
MW-6D124
MW-7D291
OB-1 (AshBasin) 1740
AB-12D1350
AB-13S788
AL-3BR775
MW-1212
MW-6S1360
AB-3S1160AB-4SL583
AB-6S5810
AB-7S9390
AB-8S1230
AB-10SL11400
AB-15S3890AB-20S48500 M6
AL-3S67400
MW-7S5130
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:BORON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 700μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-47GROUNDWATER CONCENTRATION TREND ANALYSIS -BORON IN ALL F LOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-16500
SW-26700
SW-3118
SW-43160
SW-55030
SW-7<50
SW-8<50
SW-985.2
S-24780
SW-102560
SW-676.8
SW-1156
S-11080
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:BORON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 700μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-48GROUNDWATER CONCENTRATION TREND ANALYSIS -BORON IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S0.33
GWA-11BR<0.08
AB-10S0.25
GWA-11S0.24
AB-1BR<0.08 AB-1D0.067 j
AB-1S0.24
AB-2D<0.08
AB-2S<0.08AB-3D<0.08
AB-3S0.28
AB-4D<0.08 AB-4S0.075 j
AB-4SL<0.8
AB-5BR0.063 j
AB-5D0.17
AB-6BRA<0.08 AB-6D<0.08
AB-6S0.45
AB-7D<0.08
AB-7S0.51
AB-8D<0.08
AB-8S<0.08 AB-9BR<0.08
AB-9D<0.08
AB-9S<0.08
AB-10BR<0.08
AB-10D<0.08
AB-10SL0.087
AB-11D<0.08
AB-11S<0.08
AB-12BR0.063 j
AB-12D<0.08
AB-12S<0.08
AB-12SL<0.08
AB-13D<0.08
AB-13S<0.8
AB-14D<0.08
AB-14S<0.08
AB-15BR<0.08
AB-15D<0.08 AB-15S<0.08
AB-15SL<0.08
AB-16D<0.08
AB-16S<0.08
AB-17D<0.08AB-17S<0.08
AB-18D<0.08
AB-18S<0.8
AB-20D<0.08
AB-21D<0.08AB-21S<0.08
AL-1BR<0.08
AL-1D<0.08
AL-1S0.3
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AL-2D0.099
AL-2S0.79
AL-3BR<0.08
AL-3D<0.08
AL-4BR<0.08
AL-4D0.11
BG-1BRA<0.08
BG-1D0.053 j
BG-1S<0.08
BG-2BR<0.08
BG-2S<0.08
BG-3BR<0.08
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GWA-5D<0.08
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GWA-6D<0.08
GWA-6S<0.08
GWA-7D<0.08
GWA-7S<0.08
GWA-8D<0.08
GWA-8S<0.08
GWA-9BR<0.08
GWA-10D<0.08
GWA-10S<0.08
GWA-11D<0.08
GWA-12BR<0.08
GWA-12D<0.08
GWA-12S0.062 j
GWA-13DA<0.08
GWA-13S0.061 j
GWA-14S<0.08
MS-8<0.08 MS-9<0.08
MS-10<0.08
MS-11<0.08
MS-12<0.08
MS-13<0.08
MS-14<0.08
MS-15<0.08
MS-16<0.08
MW-10.15
MW-20.1
MW-3<0.08
MW-4<1
MW-4D<1
MW-50.064 j
MW-6D0.12
MW-7D<0.08
MW-7S0.18
MW-8D<0.08
MW-8S<0.08
MW-9D0.13
MW-9S0.061 j
MW-10D<1
MW-10S<1
MW-11D<1MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1
MW-13S<1
MW-14BR<0.08 MW-14D<1
MW-14S<1
OB-1 (AshBasin) 0.23
AB-5S0.27
AL-3S3.1
MW-6S0.24
AB-20S7.6
GWA-14D0.18
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:CADMIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 2μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-49GROUNDWATER CONCENTRATION TREND ANALYSIS -CADMIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.11
SW-2<0.08
SW-40.21
SW-50.18
SW-6<0.08
SW-7<0.08
SW-8<0.08
SW-9<0.08
SW-10<0.08
SW-11<0.08
S-1<1
S-2<1
SW-3<0.08
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:CADMIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 2μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-50GROUNDWATER CONCENTRATION TREND ANALYSIS -CADMIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S157
GWA-11BR3.6
AB-10S8.6
GWA-11S4.2
AB-1S248
AB-2D5.1
AB-2S3AB-3D4.6
AB-3S7
AB-4D8.4 AB-4S7.9
AB-4SL9
AB-5BR1.7
AB-5D2.6AB-5S39.1
AB-6D3.6
AB-6S3.5
AB-7D2.2 AB-7S4.5
AB-8D2.5
AB-8S4.9 M1
AB-9BR1.5
AB-9D1.9
AB-9S2.8
AB-10BR3.1AB-10D5.2
AB-10SL7.2
AB-11D1.8
AB-11S2
AB-12BR1.7
AB-12S2690
AB-13D1.9
AB-13S0.9 j
AB-14D1.8
AB-14S7.7
AB-15BR2.1
AB-15D2.7
AB-15SL3.8
AB-16D3.1
AB-16S2.1
AB-17D1.2
AB-17S14.7
AB-18D1.8
AB-18S8.2
AB-20D1.9
AB-21D8.6
AL-1BR158AL-1D282
AL-1S231
AL-2BR1.1
AL-2BRLNA
AL-2D2.6 AL-2S1.6
AL-3BR2.3
AL-3D3
AL-3S24
AL-4BR1.6
AL-4D3.2
BG-1D3.3 BG-1S5
BG-2BR2.3
BG-2S2.1
BG-3BR2.8
BG-3D2.9
BG-3S2.6 M1
GWA-1BR3.3
GWA-1D2.3
GWA-1S3GWA-2DA3.2
GWA-2S1.3
GWA-3D2.2GWA-3S2.3
GWA-4D3.5
GWA-4S3.9
GWA-5D1.4
GWA-5S1.2
GWA-6D3.3
GWA-6S3.3
GWA-7D2.7
GWA-7S5.1
GWA-8D2.8
GWA-8S4.5
GWA-9BR4.2
GWA-10D1.4
GWA-10S1.7
GWA-11D4.3
GWA-12BR1.5
GWA-12D2.7
GWA-12S2.2
GWA-13DA2.7
GWA-13S1.6
GWA-14D2.1GWA-14S1.2
MS-81.1 MS-90.98 j
MS-101.1
MS-112.8
MS-123.4
MS-132.9
MS-140.86 j
MS-152.1
MS-161.4
MW-24.6
MW-310.1
MW-42
MW-4D1.5
MW-52.4
MW-7S201
MW-8D8.3 M1
MW-8S2.4
MW-9D6.6
MW-10D1.5
MW-10S1
MW-11D2.1
MW-11S2.9
MW-12D1.1
MW-12S1.2
MW-13D4.6
MW-13S4.3
AB-1BR220
AB-1D234
AB-12SL132
AB-15S41
AB-21S434
MW-1139
MW-6D122
MW-7D106
MW-9S14.7
MW-14BR39.6 MW-14D58
MW-14S140AB-12D182
MW-6S52.4
AB-6BRA9.4
AB-20S67
BG-1BRA3.6
OB-1 (AshBasin) 238
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:CHLORIDE CONCENTRATION IS MEASURED IN mg/L AND THE NCAC 02L STANDARD IS250 mg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-51GROUNDWATER CONCENTRATION TREND ANALYSIS -CHLORIDE IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-1215
SW-2196
SW-36.9
SW-442
SW-554.9
SW-68.6
SW-72.4
SW-82.2
SW-98.5
SW-116.3
S-14.3
S-2220
SW-1095.8
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:CHLORIDE CONCENTRATION IS MEASURED IN mg/L AND THE NCAC 02L STANDARD IS250 mg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-52GROUNDWATER CONCENTRATION TREND ANALYSIS -CHLORIDE IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S1.5
GWA-11BR0.95
AB-10S0.27 j
GWA-11S2.3
AB-1BR0.74 BAB-1D0.71 B
AB-2D0.6
AB-2S0.14 j
AB-3D<0.5
AB-3S0.22 j
AB-4D<0.5 AB-4S<0.5
AB-5BR<0.5
AB-5D<0.5
AB-6BRA0.43 j
AB-6D0.65
AB-6S0.74
AB-7D0.63 AB-8D<0.5
AB-9BR<0.5
AB-9D<0.5
AB-9S2.7
AB-10BR0.16 j
AB-10D0.3 j
AB-10SL0.21 j
AB-11D<0.5 AB-11S<0.5
AB-12BR<0.5
AB-12SL<0.5
AB-13D0.96
AB-13S<5
AB-14D2.3
AB-14S0.42 j
AB-15BR0.12 j
AB-15D0.21 j
AB-15SL0.26 j
AB-16D0.32 j
AB-17D1.2
AB-17S0.62
AB-18D<0.5 AB-18S2.2 j
AB-20D0.47 j
AB-21D<0.5AB-21S2
AL-1BR2.6
AL-1D1.6
AL-2BR3.4
AL-2BRLNA
AL-2S6.4
AL-3D3.5
AL-3S1.2
AL-4BR4.6
AL-4D2
BG-1D2.1
BG-1S<0.5
BG-2BR7.9
BG-2S5.9
BG-3D6
GWA-1BR3.4
GWA-1D0.75
GWA-1S2.5GWA-2DA0.84
GWA-2S2.5
GWA-3D0.53
GWA-3S0.47 j
GWA-4D0.15 j
GWA-4S1.4 GWA-5D0.59
GWA-6D0.6
GWA-6S0.58
GWA-7D4.9
GWA-7S2.6
GWA-8D0.63 B
GWA-9BR0.9
GWA-10D0.1 j
GWA-10S2
GWA-11D2.8
GWA-12BR<0.5
GWA-12D<0.5
GWA-12S0.28 j
GWA-13DA1.4
GWA-13S1.2
GWA-14D1.3GWA-14S1.2
MS-84.8 MS-92
MS-100.75
MS-112.4
MS-122
MS-130.3 j
MS-140.99
MS-1516.5
MS-163.4
MW-14.6
MW-20.19 j
MW-31.4
MW-4<5
MW-4D<5
MW-50.56
MW-6D0.36 j
MW-7D<0.5
MW-8D0.16 j
MW-8S0.34 j
MW-9D<0.5
MW-9S<0.5
MW-10D<5
MW-10S<5
MW-11D9MW-11S6
MW-12D<5
MW-12S<5
MW-13D<5
MW-13S<5
MW-14BR0.39 j MW-14D<5
AB-12D8.8
AB-1S0.52 B
AB-4SL<5
AB-5S5.6
AB-7S13.8
AB-8S<0.5
AB-12S0.18 j
AB-15S1.5
AB-16S0.71
AB-20S2.9
AL-1S4.3
AL-2D5.8
AL-3BR4.4
BG-1BRA1.8
BG-3BR24.2
BG-3S18.6GWA-5S1.5
GWA-8S1
MW-6S1.6
MW-7S52.1
MW-14S<5
OB-1 (AshBasin) 7.7
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:CHROMIUM (TOTAL) CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 10 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-53GROUNDWATER CONCENTRATION TREND ANALYSIS -CHROMIUM (TOTAL) IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.29 j
SW-20.44 J
SW-30.17 j
SW-42.6
SW-52.6
SW-60.41 j
SW-70.37 j
SW-80.77
SW-90.24 j
SW-100.2 j
SW-110.3 j
S-11.42
S-23.15
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:CHROMIUM (TOTAL) CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 10 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-54GROUNDWATER CONCENTRATION TREND ANALYSIS -CHROMIUM (TOTAL) IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
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ASH BASIN
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ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-11BR0.062 j
AB-10S1.7
GWA-11S0.35
AB-1BR1.3
AB-1D7.9
AB-1S31
AB-2D0.52
AB-3D0.075 j
AB-4D0.38
AB-4S0.47
AB-6D1.5
AB-7D0.23
AB-7S6.1
AB-8D0.15
AB-9BR0.16
AB-9D3.8
AB-9S1.6
AB-10BR0.1
AB-10SL2.2
AB-11D0.061 j
AB-11S0.73
AB-12D0.1
AB-12S0.18
AB-13D2.1
AB-13S5.4
AB-14D0.059 j
AB-15BR0.018 j
AB-15S1.6
AB-15SL4.4
AB-16D0.43
AB-17D0.33AB-17S0.47
AB-18S0.2 j
AB-20D0.066 j
AB-21S2.3
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AL-3D0.63
AL-3S0.21
AL-4BR0.16
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BG-3BR0.95
GWA-1BR0.98
GWA-1D0.54 GWA-1S1.1
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GWA-3D0.88
GWA-3S0.018 j
GWA-4D0.089 j
GWA-4S0.14
GWA-5D<0.1
GWA-6S0.11
GWA-7D0.12
GWA-7S4.9
GWA-8D0.069 j
GWA-8S0.057 j
GWA-9BR0.019 j
GWA-10D0.25
GWA-11D0.12
GWA-12BR1.5
GWA-12D0.25
GWA-13DA0.04 j
GWA-14S1.3
MS-80.18
MS-100.52
MS-110.16
MS-121.2
MS-130.032 j
MS-140.027 j
MW-4D<1
MW-7D0.018 j
MW-7S50.9
MW-8D0.35
MW-8S1.2
MW-9D1.2
MW-9S0.078 j
MW-10D<1
MW-10S<1
MW-11D<1
MW-11S<1
MW-12D<1
MW-13D<1MW-13S<1
MW-14BR0.05 j MW-14D1.95
MW-14S4.86
AB-2S16.1
AB-5BR0.98
AB-5S36.4
AL-1S5.7
AL-2D4
BG-1BRA0.19
GWA-10S0.2
GWA-13S0.31 GWA-15S1.9
AB-3S16.8AB-4SL0.37 j
AB-5D4
AB-6BRA0.024 j
AB-6S0.61
AB-8S10.8
AB-10D9.6
AB-12BR0.049 j
AB-12SL<0.1
AB-14S0.092 j
AB-15D0.04 j
AB-16S6
AB-18D0.15
AB-20S568
AB-21D1.3
AL-1BR0.057 j
AL-2BR1.1
AL-2BRLNA
AL-2S0.27
AL-3BR0.065 j
AL-4D0.36
BG-1D0.6
BG-2BR0.31
BG-3D0.12
BG-3S0.72
GWA-2DA0.087 j
GWA-5S0.21
GWA-6D0.26
GWA-12S0.66
GWA-14D0.34
MS-90.05 j
MS-15<0.1
MS-160.12
MW-10.062 j
MW-20.085 j
MW-38.5
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MARSHALL RDBEATTY RDGREENWOOD RD
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R
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F
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R
D

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NOTES:COBALT CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 1 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-55GROUNDWATER CONCENTRATION TREND ANALYSIS -COBALT IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-13.1
SW-22.1
SW-416.9
SW-518.2
SW-60.4
SW-70.34
SW-81
SW-91
SW-101.5
SW-110.17
SW-30.85
S-1NA
S-2NA
MARSHALL RDBEATTY RDGREENWOOD RD
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R
IL
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F
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NOTES:COBALT CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 1 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-56GROUNDWATER CONCENTRATION TREND ANALYSIS -COBALT IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-11S496
AB-3D<50
AB-4D1740
AB-4S39.5 j
AB-6D6070
AB-8D78.4 AB-9BR711
AB-9D1100
AB-10D3750
AB-10SL272
AB-11D55.1
AB-11S79.9
AB-12BR117
AB-12D129
AB-12S13500
AB-12SL8460
AB-13D891
AB-13S3930
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AB-15D2490 AB-15S13200
AB-15SL12200
AB-16D2080
AB-17D49.4 j
AB-17S136000
AB-18D53.1
AB-20D69.6
AB-21D1090AB-21S395000
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MS-11160
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MW-10S22
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MW-11S27
MW-12D44
MW-12S19
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GWA-15S192
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GWA-1S163
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AB-1S2800
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AB-2S1480
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AB-5BR202
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AB-6S5900
AB-7D25.9 j
AB-7S596
AB-16S55300
AB-18S4050
AB-20S235
AL-1S261
AL-2D394
AL-3BR50.1
AL-3D444
AL-4D144
BG-2BR198
BG-3BR382
BG-3S732
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GWA-7S2600
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MARSHALL RDBEATTY RDGREENWOOD RD
S
H
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R
R
IL
L
S
F
O
R
D

R
D
NOTES:IRON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 300μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-57GROUNDWATER CONCENTRATION TREND ANALYSIS -IRON IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
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!(
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-1674
SW-2276
SW-3843
SW-416900
SW-520800
SW-71140
SW-81350
SW-9269
SW-10412
SW-11226
SW-6550 S-12760
S-212400
MARSHALL RDBEATTY RDGREENWOOD RD
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F
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NOTES:IRON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 300μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-58GROUNDWATER CONCENTRATION TREND ANALYSIS -IRON IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
AB-10S1500
GWA-11S18.8
AB-1BR363
AB-2D38.6
AB-4D74.2
AB-4SL25.8
AB-5D541
AB-5S4060
AB-6D430
AB-6S1640
AB-7D23.9
AB-7S4220
AB-8D351AB-8S1160
AB-9BR95
AB-9D69.6
AB-10D3530
AB-10SL586
AB-11D3.4 j
AB-11S68.8
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AB-12D148
AB-12S5540
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AB-15D244
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GWA-2S45.7
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MARSHALL RDBEATTY RDGREENWOOD RD
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R
IL
L
S
F
O
R
D

R
D
NOTES:MANGANESE CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARDIS 50 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-59GROUNDWATER CONCENTRATION TREND ANALYSIS -MANGANESE IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-11170
SW-2970
SW-42340
SW-52580
SW-6388
SW-755.3
SW-8101
SW-9400
SW-10717
SW-11329
S-29610
SW-3188
S-1450
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:MANGANESE CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARDIS 50 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-60GROUNDWATER CONCENTRATION TREND ANALYSIS -MANGANESE IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<&<
&<&<
&<&<&<
&<&<&<&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S1.2
GWA-11BR1.7
GWA-11S<0.5
AB-1BR0.32 jAB-1D<0.5
AB-1S<0.5
AB-2D0.16 j
AB-2S<0.5
AB-3D0.25 j
AB-3S0.28 j
AB-4SL53
AB-5BR0.17 j
AB-5D0.45 j AB-5S<0.5
AB-6D0.48 j
AB-7D0.55 AB-7S2420
AB-8D2.2
AB-8S2.8
AB-9BR5.2
AB-9D2.7
AB-9S<0.5
AB-10BR0.28 j
AB-10D1.2
AB-10SL3580
AB-11D0.76 AB-11S<0.5
AB-12BR2.8
AB-12D0.42 j
AB-12S5.1
AB-13D1.4
AB-13S56.9
AB-14D<0.5
AB-14S3
AB-15D0.74 AB-15S20.1
AB-15SL25.2
AB-16D1.3
AB-16S2.1
AB-17D0.77
AB-17S6
AB-18D1.1
AB-20D4.9
AB-21D1.3AB-21S1.2
AL-1BR0.13 j
AL-1D0.11 jAL-1S<0.5
AL-2BRLNA
AL-2D1.6
AL-2S0.18 j
AL-3BR5.7
AL-3D2.2
AL-3S40000
AL-4BR0.21 j
BG-1BRA2.5
BG-1D0.31 j
BG-1S<0.5
BG-2BR0.2 j
BG-2S0.13 j
BG-3BR3
BG-3D0.26 j
BG-3S0.23 j
GWA-1BR0.12 j
GWA-1D9.9
GWA-1S<0.5
GWA-2S<0.5
GWA-3D2.7
GWA-3S0.37 j
GWA-4D4.8
GWA-4S0.11 j
GWA-5D0.35 j
GWA-6D0.61
GWA-6S<0.5
GWA-7D0.69
GWA-7S0.85
GWA-8D0.29 j
GWA-8S<0.5
GWA-9BR0.5
GWA-10D0.44 j
GWA-10S0.22 j
GWA-11D0.34 j
GWA-12BR2.9
GWA-12S<0.5
GWA-13DA2.4
GWA-13S<0.5
GWA-14D1.2
GWA-14S0.18 j
MS-8<0.5
MS-10<0.5
MS-11<0.5
MS-14<0.5
MW-4<1
MW-4D<1
MW-6D0.12 j
MW-6S<0.5
MW-7D0.35 j
MW-7S0.92
MW-8D0.15 j
MW-8S0.85
MW-9D<0.5
MW-9S0.27 j
MW-10S<1
MW-11D<1MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1
MW-13S<1
MW-14BR0.33 j MW-14D<1
MW-14S<1
OB-1 (AshBasin) 0.23 j
AB-12SL452
AL-2BR7.3
AB-10S2640 M6
AB-4D<0.5 AB-4S7.1
AB-6BRA57.2
AB-6S40.6
AB-15BR1.2
AB-18S285
AB-20S3050
AL-4D1.7
GWA-2DA2.3
GWA-5S0.22 j
GWA-12D42.2
MS-90.19 j
MS-12<0.5
MS-13<0.5
MS-150.55
MS-160.26 j
MW-1<0.5
MW-2<0.5
MW-3<0.5
MW-5<0.5
MW-10D<1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:MOLYBDENUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARDIS NOT ESTABLISHED.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-61GROUNDWATER CONCENTRATION TREND ANALYSIS -MOLYBDENUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-13.8
SW-29.6
SW-3<0.5
SW-40.33 j,B
SW-52.6
SW-60.26 j,B
SW-70.25 j,B
SW-80.21 j,B
SW-90.24 j,B
SW-101.7
SW-110.3 j,B
S-1<1
S-2<1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:MOLYBDENUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARDIS NOT ESTABLISHED.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-62GROUNDWATER CONCENTRATION TREND ANALYSIS -MOLYBDENUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<&<
&<&<
&<&<&<&<
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&<&<
&<&<&<&<
&<&<
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&<&<
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&<&<&<&<
&<&<&<
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&<&<&<&<&<
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&<&<&<&<
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&<
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&<
&<
&<
&<
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&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S3.1
GWA-11BR0.82
AB-10S2.1
GWA-11S2.8
AB-1BR1.1AB-1D1.1
AB-2D0.9
AB-2S1.5
AB-3D0.5
AB-3S87.9
AB-4D1.5
AB-4S2.9
AB-4SL9.6
AB-5BR9.7
AB-5D10.6
AB-6BRA<0.5
AB-6D43.1
AB-7D1.1 AB-7S20.4 AB-8D<0.5
AB-8S16.7
AB-9BR1.5
AB-9D23.4
AB-9S4.4
AB-10BR2.4
AB-10D24.5
AB-10SL25.5
AB-11D<0.5
AB-11S<0.5
AB-12BR<0.5
AB-12D4.2
AB-12S1.2
AB-12SL1.4
AB-13D<0.5
AB-13S7.4
AB-14D1.8
AB-14S2.3
AB-15BR<0.5
AB-15D<0.5
AB-15S2.4
AB-15SL1
AB-16D10
AB-17D1.3
AB-17S0.82
AB-18D2.2
AB-18S<5
AB-20D0.55
AB-21D2.1
AB-21S7.5
AL-1BR3.9
AL-1D2.7
AL-2BR4
AL-2BRLNA
AL-2D22.6 AL-2S9.8
AL-3BR2.9
AL-3D5.9
AL-3S0.95
AL-4BR5.6
AL-4D9.5
BG-1D7.9 BG-1S<0.5
BG-2BR1.6
BG-2S4.4
BG-3D5.9
GWA-1BR0.57
GWA-1D4.4
GWA-1S1.8GWA-2DA0.45 j
GWA-2S4.4
GWA-3S0.57
GWA-4D0.62
GWA-4S<0.5 GWA-5D<0.5
GWA-7S2.3
GWA-8D0.51
GWA-8S<0.5
GWA-9BR2.9
GWA-10D0.56
GWA-11D1.2
GWA-12BR2
GWA-12D1
GWA-12S1.8
GWA-13DA1.2
GWA-13S4.6
GWA-14D0.91GWA-14S0.45 j
MS-81.6 MS-9<0.5
MS-101.4
MS-111
MS-13<0.5
MS-141.4
MS-152.3
MS-161.7
MW-12.7
MW-20.52
MW-32.3
MW-4<5
MW-4D<5
MW-50.99
MW-6D1.6
MW-7D<0.5
MW-8D<0.5
MW-8S2.2
MW-9D3.8
MW-9S<0.5
MW-10D<5
MW-10S<5
MW-11D<5
MW-11S<5
MW-12D<5
MW-12S<5
MW-13D<5
MW-13S<5
MW-14BR0.8 MW-14D21
MW-14S48
OB-1 (AshBasin) 8.3
GWA-6S0.57
GWA-7D3.9
AB-1S2.1
AB-5S75.6
AB-6S1.6
AB-16S2.3
AB-20S358
AL-1S2.6
BG-1BRA2
BG-3BR20.8
BG-3S19.7
GWA-3D3
GWA-5S1.8
GWA-6D0.85
GWA-10S3
MS-121.6
MW-6S4.5
MW-7S25.7
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NICKEL CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 100μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-63GROUNDWATER CONCENTRATION TREND ANALYSIS -NICKEL IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-17.9
SW-26
SW-429.5
SW-533.4
SW-6<0.5
SW-7<0.5
SW-8<0.5
SW-9<0.5
SW-103.2
SW-11<0.5
S-13.41
S-22.72
SW-31.6
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:NICKEL CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS 100μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-64GROUNDWATER CONCENTRATION TREND ANALYSIS -NICKEL IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<&<
&<&<
&<&<&<
&<&<&<&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S7.3
GWA-11BR0.38 j
AB-10S<0.5
GWA-11S20.9
AB-1BR<0.5 AB-1D<0.5
AB-1S12.7
AB-2D0.36 j
AB-2S<0.5AB-3D<0.5
AB-3S0.53
AB-4D<0.5
AB-4S0.71
AB-4SL<5
AB-5BR<0.5
AB-5D0.63
AB-6BRA0.62 AB-6D<0.5
AB-6S1
AB-7D<0.5 AB-8D<0.5
AB-8S0.35 j
AB-9BR0.34 j
AB-9D<0.5
AB-9S<0.5
AB-10BR<0.5
AB-10D<0.5
AB-10SL0.79
AB-11D<0.5 AB-11S<0.5
AB-12BR<0.5
AB-12D<0.5
AB-12S1.4
AB-12SL<0.5
AB-13D<0.5
AB-14D0.4 j
AB-14S<5 M1,R1
AB-15BR<0.5
AB-15D<0.5 AB-15S<0.5
AB-15SL<0.5
AB-16D<0.5
AB-16S0.89
AB-17D<0.5AB-17S<0.5
AB-18D0.38 j
AB-18S4.4 j
AB-20D0.35 j
AB-21D<0.5
AB-21S<10
AL-1BR<0.5
AL-1D<0.5
AL-1S0.55
AL-2BR15.9 AL-2BRLNA
AL-3BR1.7
AL-3D43.8
AL-3S58.7
AL-4BR5.8
AL-4D12.3
BG-1D2.4 BG-1S<0.5 2g
BG-2BR0.31 j
BG-2S<0.5
BG-3BR<0.5
BG-3D<0.5
BG-3S<0.5
GWA-1BR0.4 j
GWA-1D<0.5
GWA-1S1.2GWA-2DA0.52
GWA-2S1.3
GWA-3D<0.5
GWA-3S<0.5
GWA-4D<0.5
GWA-4S<0.5
GWA-5D<0.5
GWA-6D<0.5
GWA-6S<0.5 1g
GWA-7D0.36 j GWA-7S<0.5
GWA-8D<0.5
GWA-8S<0.5
GWA-9BR<0.5
GWA-10D<0.5
GWA-10S2
GWA-11D10.3
GWA-12BR0.39 j
GWA-12D0.44 j
GWA-12S<0.5
GWA-13DA0.43 j
GWA-13S<0.5
GWA-14D0.8
GWA-14S<0.5
MS-8<0.5 MS-9<0.5
MS-10<0.5
MS-11<0.5
MS-12<0.5
MS-130.36 j
MS-14<0.5
MS-150.33 j
MS-16<0.5
MW-10.98
MW-231.6
MW-3<0.5
MW-4<1
MW-4D<1
MW-5<0.5
MW-6D<0.5
MW-7D<0.5
MW-8D<0.5
MW-8S0.54
MW-9D<0.5
MW-9S<0.5
MW-10D<1
MW-10S<1
MW-11D<1MW-11S<1
MW-12D<1
MW-12S<1
MW-13D<1
MW-13S<1
MW-14BR1.4 MW-14D3.07
MW-14S6.06
OB-1 (AshBasin) 0.44 j
AL-2D109
AB-7S13.3
AL-2S77.9
AB-5S0.34 j
AB-13S<5
AB-20S636
BG-1BRA0.36 j
GWA-5S<0.5
MW-6S<0.5
MW-7S19.4
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:SELENIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS20 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-65GROUNDWATER CONCENTRATION TREND ANALYSIS -SELENIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-11.4
SW-20.78
SW-3<0.5
SW-47.1
SW-510.5
SW-6<0.5
SW-7<0.5
SW-8<0.5
SW-9<0.5
SW-100.56
SW-11<0.5
S-11.55
S-2<1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:SELENIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD IS20 μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-66GROUNDWATER CONCENTRATION TREND ANALYSIS -SELENIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<&<
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&<&<&<
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&<&<
&<&<&<&<
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&<&<
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&<&<&<
&<&<&<&<&<
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&<
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&<
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&<
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&<
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&<&<
&<&<
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&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S1700
GWA-11BR567
AB-10S7230
GWA-11S1190
AB-1BR1700
AB-1D2420
AB-1S809
AB-2D633
AB-2S9.4
AB-3S2400
AB-4D259
AB-4S312
AB-4SL758
AB-5BR3040
AB-5D2670 AB-5S1460
AB-6D4590 AB-6S6590
AB-7S6220
AB-8D2280
AB-8S1560
AB-9BR262
AB-9D235
AB-9S44.9
AB-10BR5220AB-10D2820
AB-10SL6280
AB-11D1160
AB-11S37.5
AB-12BR7530
AB-12D10200
AB-12S4520
AB-12SL4820 M1
AB-13D673
AB-13S2740
AB-14D471
AB-14S3220
AB-15BR1220
AB-15D720
AB-15S4760
AB-15SL2340
AB-16D420
AB-16S313
AB-17D112AB-17S2330
AB-18D195 AB-18S3260
AB-20D574
AB-21D623AB-21S604
AL-1BR2840
AL-1D5020AL-1S2280
AL-2BR2570 AL-2BRLNA
AL-2S5750
AL-3BR1010
AL-3D2700
AL-3S14100
AL-4BR2240
BG-1D656 BG-1S87
BG-2BR237
BG-2S210
BG-3BR181
BG-3D170
BG-3S139
GWA-1BR283
GWA-1D932
GWA-1S35.2
GWA-2S34
GWA-3D81.2
GWA-3S51.3
GWA-4D153
GWA-4S42.2 GWA-5D81.4
GWA-6D277
GWA-6S60.2
GWA-7D210
GWA-7S160
GWA-8D183
GWA-8S171
GWA-9BR54.1
GWA-10D1900
GWA-10S702
GWA-11D1670
GWA-12BR182
GWA-12D294
GWA-12S10.1
GWA-13DA95
GWA-13S6.6
GWA-14D80.6
GWA-14S16.2
MS-8102
MS-1021.5
MS-1188.4
MS-14398
MW-4100
MW-4D196
MW-6D1520
MW-6S40
MW-7D1320
MW-7S459
MW-8D1540
MW-8S1550
MW-9D1190
MW-9S1070
MW-10D103
MW-10S<5
MW-11D95MW-11S74
MW-12D169
MW-12S49
MW-13D74MW-13S66
MW-14BR593 MW-14D2120
MW-14S2270
OB-1 (AshBasin) 3190
AL-4D7580
GWA-2DA378
AB-3D1280
AB-6BRA2830
AB-7D492
AB-20S9770 M6 AL-2D9290
BG-1BRA202
GWA-5S67.6
MS-9190
MS-1232.5
MS-13380
MS-15492
MS-16310
MW-12330
MW-21750
MW-365.4
MW-5138
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:STRONTIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD ISNOT ESTABLISHED.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-67GROUNDWATER CONCENTRATION TREND ANALYSIS -STRONTIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-1527
SW-2628
SW-3209
SW-4846
SW-51020
SW-768.3
SW-843.6
SW-948.3
SW-10231
SW-1129
S-2NA
SW-672.7 S-1NA
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:STRONTIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02L STANDARD ISNOT ESTABLISHED.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-68GROUNDWATER CONCENTRATION TREND ANALYSIS -STRONTIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
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&<
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&<
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&<
&<
&<
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&<
&<
&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S91
GWA-11BR39.7
GWA-11S245
AB-1BR43.8AB-1D38
AB-1S122
AB-2D174
AB-4D34.1 AB-4S28.8
AB-4SL36.5
AB-6D40.3
AB-6S486 M6
AB-7D1.1
AB-7S1620
AB-8D77.6
AB-9BR17.2
AB-9D9
AB-9S7.9
AB-10BR19.7
AB-10D10.7
AB-10SL632
AB-11D3.7 AB-11S0.74 j
AB-12BR152
AB-12D172
AB-12S753
AB-12SL5.3
AB-13D15.8
AB-13S27.1
AB-14D43.7
AB-14S958
AB-15BR66.4
AB-15D32.4
AB-15SL89.9
AB-16D24.5
AB-17D0.96 j
AB-17S557
AB-18D5.1 AB-18S4.2
AB-20D21.9
AB-21D27.1AB-21S421
AL-1BR7.7
AL-1D14
AL-1S77.6
AL-2BR193
AL-2BRL183
AL-2D914
AL-2S1480
AL-3BR157
AL-3D431
AL-3S2840
AL-4BR166
BG-1D11
BG-1S12.6
BG-2BR2.1
BG-2S5.5
BG-3BR12.6
BG-3D12.5
BG-3S12.8
GWA-1BR52.1
GWA-1D234
GWA-1S7.2
GWA-2S57.4
GWA-3D2.6
GWA-3S0.67 j
GWA-4D11.3
GWA-4S<1
GWA-5D2.4
GWA-6D7
GWA-6S<1
GWA-7D9.2
GWA-7S5.9
GWA-8D0.88 j
GWA-8S0.9 j
GWA-9BR<1
GWA-10D208
GWA-10S43.4
GWA-11D104
GWA-12BR18.4
GWA-12D13.6
GWA-12S3.4
GWA-13DA3.5
GWA-13S1.2
GWA-14D2.7GWA-14S<1
MS-8<1 MS-9<1
MS-10<1
MS-113.6
MS-12<1
MS-13<1
MS-14<1
MS-150.95 j
MS-16<1
MW-115.3
MW-2159
MW-3<1
MW-40.12
MW-4D1.5
MW-5<1
MW-6D5.5
MW-7D73.5
MW-7S99.3
MW-8D108
MW-8S40.1
MW-9D171
MW-9S54.9
MW-10D4.1
MW-10S<0.1
MW-11D0.67MW-11S0.3
MW-12D4.8
MW-12S1
MW-13D0.6
MW-13S0.47
MW-14BR9.6 MW-14D200
MW-14S290
OB-1 (AshBasin) 10.5
AB-5D112
MW-6S52.7
AB-10S932
AB-2S0.73 jAB-3D94
AB-3S520
AB-5BR240
AB-5S1450
AB-6BRA207
AB-8S200 M1
AB-15S58.8
AB-16S4.7
AB-20S3370
AL-4D999
BG-1BRA8.2
GWA-2DA32.2
GWA-5S1.1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D
R
D
NOTES:SULFATE CONCENTRATION IS MEASURED IN mg/L AND THE NCAC 02L STANDARD IS250 mg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-69GROUNDWATER CONCENTRATION TREND ANALYSIS -SULFATE IN ALL F LOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-1106
SW-2117
SW-357.9
SW-4726
SW-5768
SW-66.5
SW-70.51 j
SW-80.51 j
SW-94.6
SW-1048.2
SW-113.4
S-189
S-2130
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:SULFATE CONCENTRATION IS MEASURED IN mg/L AND THE NCAC 02L STANDARD IS250 mg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-70GROUNDWATER CONCENTRATION TREND ANALYSIS -SULFATE IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
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&<
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&<
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&<
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&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S0.015 j
GWA-11BR<0.1
AB-10S0.16
GWA-11S<0.1
AB-1BR<0.1AB-1D<0.1
AB-1S0.42
AB-2D<0.1
AB-2S0.17AB-3D0.025 j
AB-3S3.2
AB-4D<0.1 AB-4S0.44
AB-4SL<1
AB-5BR0.064 j
AB-5D0.15 AB-5S0.54
AB-6BRA<0.1
AB-6D<0.1
AB-6S0.4
AB-7D<0.1 AB-7S4 AB-8D<0.1
AB-8S1 AB-9BR<0.1
AB-9D0.038 j
AB-9S0.046 j
AB-10BR<0.1
AB-10D<0.1
AB-10SL0.021 j
AB-11D<0.1 AB-11S<0.1
AB-12BR0.057 j
AB-12D0.063 j
AB-12S0.13
AB-12SL<0.1
AB-13D<0.1
AB-13S0.77 j
AB-14D<0.1
AB-14S<0.1
AB-15BR<0.1
AB-15D<0.1 AB-15S0.13
AB-15SL0.024 j
AB-16D<0.1
AB-16S<0.1
AB-17D<0.1
AB-17S<0.1
AB-18D<0.1 AB-18S<1
AB-20D<0.1
AB-21D<0.1
AB-21S0.11
AL-1BR0.018 j
AL-1D<0.1
AL-1S0.19
AL-2BR<0.1
AL-2BRLNAAL-2D0.068 j
AL-2S<0.1
AL-3BR<0.1
AL-3D<0.1
AL-3S3.7
AL-4BR0.026 j
AL-4D0.081 j
BG-1D<0.1 BG-1S0.022 j
BG-2BR<0.1
BG-2S<0.1
BG-3BR<0.1
BG-3D<0.1
BG-3S<0.1
GWA-1BR<0.1
GWA-1D0.019 j GWA-1S0.016 j
GWA-2S0.17
GWA-3D<0.1GWA-3S<0.1
GWA-4D<0.1
GWA-4S<0.1
GWA-5D<0.1
GWA-6D<0.1
GWA-6S<0.1
GWA-7D0.016 j
GWA-7S<0.1
GWA-8D<0.1
GWA-8S<0.1
GWA-9BR<0.1
GWA-10D<0.1
GWA-10S<0.1
GWA-11D<0.1
GWA-12BR<0.1
GWA-12D0.048 j
GWA-12S0.081 j
GWA-13DA<0.1
GWA-13S0.052 j
GWA-14D0.063 jGWA-14S0.049 j
MS-8<0.1 MS-9<0.1
MS-10<0.1
MS-110.019 j
MS-120.043 j
MS-13<0.1
MS-14<0.1
MS-15<0.1
MW-4<0.2
MW-4D<0.2
MW-6D0.018 j MW-6S0.19
MW-7D<0.1
MW-7S0.48
MW-8D<0.1
MW-8S<0.1
MW-9D0.018 j
MW-9S0.12
MW-10D<0.2
MW-10S<0.2
MW-11D<0.2
MW-11S<0.2
MW-12D<0.2
MW-12S<0.2
MW-13D<0.2
MW-13S<0.2
MW-14BR<0.1 MW-14D<0.2
MW-14S<0.2
OB-1 (AshBasin) <0.1
AB-20S28.2
BG-1BRA<0.1
GWA-2DA0.022 j
GWA-5S<0.1
MS-16<0.1
MW-10.027 j
MW-2<0.1
MW-30.071 j
MW-5<0.1
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THALLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 0.2μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-71GROUNDWATER CONCENTRATION TREND ANALYSIS -THALLIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.37
SW-20.22
SW-3<0.1
SW-41.5
SW-51.9
SW-6<0.1
SW-7<0.1
SW-8<0.1
SW-9<0.1
SW-100.16 B
SW-11<0.1
S-1<0.2
S-20.48
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:THALLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 0.2μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-72GROUNDWATER CONCENTRATION TREND ANALYSIS -THALLIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
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&<
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&<
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&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S542
GWA-11BR176
AB-10S1760
GWA-11S511
AB-1S582
AB-2D375
AB-2S59
AB-3D276
AB-3S875
AB-4D132 AB-4S107
AB-4SL140
AB-5BR481
AB-5D325AB-5SNA
AB-6D331
AB-6S1080
AB-7D121
AB-7S2810
AB-8D266
AB-8S423
AB-9BR180
AB-9D133
AB-9S46
AB-10BR372AB-10D313
AB-10SL1260
AB-11D98
AB-12BR359
AB-12SL581
AB-13D209
AB-13S356
AB-14D142
AB-15BR280
AB-15D265
AB-15S577
AB-15SL420
AB-16D201
AB-16S135
AB-17D83AB-17S1180
AB-18D90
AB-18S340
AB-20D115
AB-21D179
AB-21S1480
AL-1BR415
AL-1D603
AL-2BR413
AL-2BRLNA
AL-2D1480
AL-2S1950
AL-3BR377
AL-3D744
AL-3S4550
AL-4BR348
BG-1D113
BG-1S56 D6
BG-2BR141
BG-2S96
BG-3BR169
BG-3D154
BG-3S124
GWA-3D80
GWA-3S82
GWA-4D181
GWA-4S64 D6
GWA-5D41
GWA-6D76
GWA-6S48 D6
GWA-7D126
GWA-7S92
GWA-8D73
GWA-8S54 D6
GWA-9BR104
GWA-10D414
GWA-11D273
GWA-12BR111
GWA-12D146
GWA-12S32
GWA-13DA127
GWA-13S28
GWA-14D96
GWA-14S38
MS-971
MS-10<25
MS-1147
MS-12<25
MS-1356
MS-1457
MS-15103
MS-1685
MW-2299
MW-337
MW-436
MW-4D65
MW-526
MW-6D297
MW-7D460
MW-7S574
MW-8D341
MW-8S474
MW-9D324
MW-9S375
MW-10D66
MW-10S<25
MW-11D57
MW-11S44
MW-12D64
MW-12S26
MW-13D81MW-13S74
MW-14BR173
MW-14D380
MW-14S550
OB-1 (AshBasin) 628 AB-1BR539
AB-1D492
AB-6BRA525
AB-11S<25
AB-12D767
AB-12S5100
AB-14S160
AB-20S6120 D6
AL-1S510
AL-4D1500
BG-1BRA147
GWA-1BR171
GWA-1D420
GWA-1S57
GWA-2DA142
GWA-2S81
GWA-5S45
GWA-10S118
MS-868
MW-1304
MW-6S179
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:TOTAL DISSOLVED SOLIDS (TDS) CONCENTRATION IS MEASURED IN m g/L AND THENCAC 02L STANDARD IS 500 m g/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-73GROUNDWATER CONCENTRATION TREND ANALYSIS -TOTAL DISSOLVED SOLIDS IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
")
")
")
")
")
")
")
")
")
")
!(
!(
ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-1662
SW-2522
SW-3147
SW-41080
SW-51100
SW-652
SW-785
SW-870
SW-943
SW-10304
SW-1161
S-1190
S-2680
MARSHALL RDBEATTY RDGREENWOOD RD
S
H
E
R
R
IL
L
S
F
O
R
D

R
D
NOTES:TOTAL DISSOLVED SOLIDS (TDS) CONCENTRATION IS MEASURED IN m g/L AND THENCAC 02L STANDARD IS 500 m g/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-74GROUNDWATER CONCENTRATION TREND ANALYSIS -TOTAL DISSOLVED SOLIDS IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
GWA-15S0.44
GWA-11BR2.9
AB-10S0.66 B
GWA-11S0.89 B
AB-1BR0.096 j,BAB-1D0.78 B
AB-1S0.55 B
AB-2D0.3 B
AB-2S0.1 j,B
AB-3S0.092 j
AB-4D<0.3
AB-4S1.9
AB-4SL2.4 j
AB-5BR0.077 j
AB-5D0.78
AB-6D0.16 j,B
AB-6S5.5
AB-7D8 AB-8D<0.3
AB-8S0.89
AB-9BR<0.3
AB-9D0.1 j
AB-9S0.19 j
AB-10BR0.23 j,B
AB-10D1 B
AB-10SL7.3
AB-11D0.8
AB-11S0.48
AB-12BR0.15 j
AB-12D0.55
AB-12S0.97
AB-12SL0.71
AB-13D<0.3
AB-14D1.6
AB-14S5.2
AB-15BR0.17 j,B
AB-15D0.13 j,B
AB-15S1.2 B
AB-15SL0.84 B
AB-16D0.11 j,B
AB-16S2.2
AB-17D4.3AB-17S6.9
AB-18D2.4
AB-18S5.4
AB-20D0.49 B
AB-21D0.57
AB-21S0.4
AL-1BR1.1
AL-1D0.82AL-1S0.98
AL-2BR2.9 AL-2BRLNA
AL-2D1.2 AL-2S1.4
AL-3BR1
AL-3D0.81 B
AL-3S241
AL-4BR3
AL-4D3.1
BG-1D3.6
BG-1S<0.3
BG-2BR15.3
BG-2S9.9
BG-3BR16
BG-3D25.6
BG-3S9.2
GWA-1BR4.5
GWA-1D1.7 GWA-1S0.55
GWA-2S0.25 j
GWA-3D1.7
GWA-3S0.9
GWA-4D0.76
GWA-4S0.82
GWA-5D1.6
GWA-6D1.5
GWA-6S0.68
GWA-7D4.1
GWA-7S1.1
GWA-8D3.9
GWA-8S3.5
GWA-9BR3.6
GWA-10D1
GWA-10S3.3
GWA-11D2.2
GWA-12BR0.16 j
GWA-12D1.8
GWA-12S0.12 j
GWA-13DA9.2
GWA-13S<0.3
GWA-14D4
GWA-14S1.6
MS-84.6 MS-92.4
MS-100.29 j
MS-110.29 j
MS-120.17 j
MS-130.48
MS-142.4
MS-155
MW-41.15
MW-4D2.78
MW-6D0.42
MW-6S0.16 j
MW-7D<0.3
MW-7S0.17 j,B
MW-8D0.14 j,B
MW-8S0.74 B
MW-9D0.49
MW-9S1.8
MW-10D3.18MW-10S<0.3
MW-11D15.3
MW-11S2.48
MW-12D0.834
MW-12S0.614
MW-13D5.42MW-13S5.52
MW-14BR3.4 MW-14D0.374
MW-14S1.78
AB-5S6.4
AB-3D2.3
AB-6BRA6
AB-7S10.5
AB-13S13
AB-20S136
BG-1BRA17.2
GWA-2DA6.2
GWA-5S1.4
MS-164.1
MW-10.94
MW-21.1 B
MW-30.26 j
MW-50.79 B
OB-1 (AshBasin) 0.5 B
MARSHALL RDBEATTY RDGREENWOOD RD
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NOTES:VANADIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 0.3μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-75GROUNDWATER CONCENTRATION TREND ANALYSIS -VANADIUM IN ALL FLOW LAYERSMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MON ITORING W ELL
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
<<<<<<<<<<<<<<<<<")
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ASH BASIN
LAKE NORMAN
ASH BASIN
FGDRESIDUELANDFILL
PV STRUCTURALFILL
INDUSTRIALLANDFILL #1
C&DLANDFILL
ASH LANDFILL(PHASE II)
ASHLANDFILL(PHASE I)
ASBESTOSLANDFILL
ACCESS ROADSTRUCTURAL FILL
SW-10.54
SW-21.9
SW-30.34
SW-40.21 j
SW-50.2 j
SW-60.79
SW-71.5
SW-82.3
SW-90.58
SW-100.6
SW-110.67
S-1NA
S-2NA
MARSHALL RDBEATTY RDGREENWOOD RD
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NOTES:VANADIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMAC STANDARD IS 0.3μg/L.
GROUNDWATER CONCENTRATIONS REPORTED ARE FROM SEPTEMBER 2017SAMPLING EVENT.
THE DETERMINATION OF CONCENTRATION TRENDS OVER TIME ARE GENERALIZEDBASED ON AVAILABLE DATA AND WERE NOT STATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON SEPTEMBER 12,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 14-76GROUNDWATER CONCENTRATION TREND ANALYSIS -VANADIUM IN SURFACE WATERMARSHALL STEAM STATIONDUKE ENERGY CAROLINAS, LLCTERRELL, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: T. PLATINGCHECKED BY: B. WILKER
DATE: 01/18/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\M arshall\Mapdocs\CSA_Supplement_2\Marshall - Groundwater Concentration Trend Analysis_SurfaceWater.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
STRU CTUR AL FILL BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS MARSHALL PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
LEGEND
INCREASING CON CENTRATION OVER TIME1
DECREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
LAKE NORMANBGSB-GWA-6BORROW AREABGSB-GWA-2BGSB-GWA-4MR1001MR1009MR1002MR1006MR1008MR1010NPDES OUTFALL 002ANPDES OUTFALL 002BSOURCE NOTES:NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THISDRAWING ARE VISUAL AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIESHAVE NOT BEEN FIELD VERIFIED. ANY UTILITIES SHOWN ARE APPROXIMATE.LEGENDWELL IN DEEP ZONEWELL IN SHALLOW ZONEWELL IN BEDROCK ZONEABMW-07WELL IN ASH PORE WATERWELL ABANDONEDABMW-05SASH BASIN COMPLIANCE BOUNDARYPARCEL LINE DUKE ENERGY (APPROXIMATE)ASH BASIN WASTE BOUNDARYWATER SUPPLY WELL SAMPLEDWATER SAMPLE LOCATION SAMPLEDSURFACE WATER FLOW DIRECTIONFIGURE 14-77COMPREHENSIVESOIL AND SEDIMENT DATAMARSHALL STEAM STATION8320 NC HIGHWAY 150 ETERRELL, NORTH CAROLINADUKEENERGYCAROLINASFIG 14-77 (SOIL & SEDIMENT)BRIAN WILKERJOHN CHASTAINPROJECT MANAGER:LAYOUT NAME:DRAWN BY:CHECKED BY:TODD PLATINGDATE:DATE:www.synterracorp.com148 River Street, Suite 220Greenville, South Carolina 29601864-421-99991/24/20181/24/2018GRAPHIC SCALE6003001500300(IN FEET)S-2AREA OF WETNESS (AOW) SAMPLE LOCATIONWATER SUPPLY WELL NOT SAMPLEDAPPROXIMATE STREAM (NON-JD)TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTHCAROLINA FLOOD RISK INFORMATION SYSTEM AThttp://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public ANDA DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-MARSHALL STEAM STATION BY WSP,JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL2014_MARSHALL_10-30-15.DWGSAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE INSOME CASES.SOIL OR GEOTECHNICAL BORINGAPPROXIMATE POND OR RESERVOIR (NON-JD)APPROXIMATE ASH BASIN PONDED WATERSW-AB8SB-12LANDFILL COMPLIANCE BOUNDARYLANDFILL BOUNDARYGWA-12DAB-14DAB-14SAB-13SAB-13DAB-7DAB-7SAB-8DAB-8SAB-20DAB-20SAB-15BRAB-15DAB-15SAB-15SLAL-4BRAL-4DAB-16DAB-16SAB-18SAB-18DAB-17DAB-17SGWA-4DGWA-3DGWA-3SAL-3BRAL-3SAL-3DAB-11SAB-11DAL-2BRLAL-2BRAL-2DAL-2SGWA-14SGWA-14DGWA-13SGWA-13DAGWA-13DAB-6SAB-6DAB-9BRAB-6BRBG-3SBG-3DBG-3BRBG-1SBG-1DBG-1BRABG-1BRBG-2BRBG-2SCCR-16SCCR-16DCCR-15DCCR-15SGWA-10SGWA-10DGWA-15SGWA-11SGWA-11DGWA-11BRCCR-14SCCR-14DAL-1SAL-1DCCR-13SCCR-13DCCR-12SCCR-12DCCR-11DCCR-11SCCR-10SCCR-10DCCR-9DACCR-9DCCR-9SAB-1BRAB-1DAB-1SAB-2SAB-2DCCR-5SCCR-5DCCR-4SCCR-4DCCR-3DCCR-3SAB-21DAB-21SAB-9DAB-9SAB-10BRAB-10DAB-10SAB-10SLAB-12BRAB-12DAB-12SAB-12SLC-1AB-5BRAB-5DAB-5SAB-4DAB-4SAB-4SLAB-3SAB-3DCCR-1SCCR-1DCCR-2SCCR-2DGWA-2DAGWA-2SGWA-2DGWA-1SGWA-1DGWA-1BRINDUSTRIAL LANDFILL NO. 1SHERRILL'S FORD RDISLAND POINT RDSHERRILL'S FORD RDSHERRILL'S FORD RDGREGORY RDGWA-7DGWA-7SMW-14SMW-14BRMW-14DMW-1OB-1 (DAF)MW-6SMW-6DMW-10DMW-10SMW-7SMW-7DMW-8SMW-8DMW-9DMW-9SSW-1SW-10SW-11SW-4SW-5SW-3MS-8MS-9MS-10MS-16MS-15MS-14MS-11MS-12MS-13MW-11DMW-11SGWA-12BRGWA-12SMW-12DMW-12SSW-2SW-9SW-8MW-13DMW-13SGWA-9BRSW-7GWA-4SMW-4DMW-4MW-7(OB-3)MW-6(OB-2)MW-5MW-3MW-2GWA-6DGWA-6SGWA-5DGWA-5SGWA-8DGWA-8SNPDES OUTFALL 101NPDES OUTFALL 102DEMOLITIONLANDFILLASBESTOS LANDFILLDRY ASH LANDFILL(PHASE II)DRY ASH LANDFILL(PHASE I)ISA
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DCAPAS COVE RDISLAND POINT RDFGD RESIDUE LANDFILLPERMIT NO. 1809PV STRUCTURAL FILLACTIVE ASH BASINCELL 2CELL 4CELL 1CELL 3NEW EMERGENCY SPILLWAYNEW OUTFLOW STRUCTUREDISCHARGE TOWER(INACTIVE)NEW DISCHARGE STRUCTUREAB-6BRLAB-6BRAAB-1BRLAL-4BRLAL-1BRMR32MR35MR40MR31MR22MR8MR10MR25MR12MR11MR38MR43MR23MR14MR20MR33MR37MR42MR1MR26MR17MR4MR18MR6MR45MR48MR44PUBLIC WATER SUPPLY WELL NOT SAMPLEDPWS:0118497PWS:0118497PWS:0118780PWS:0118623PWS:0118622GREENWOOD RDC
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TSTUTTS STSB-1S-2MSSW002MSSW001SW-6S-1SB-14SB-11SB-10SB-7SB-4SB-8SB-3SB-2SB-5SB-13OB-1 (ASH BASIN)MR36MR16MR21MR46PIEZOMETER IN SHALLOW ZONEP-102MS-4MS-5MS-2MS-3MS-7MS-1MR13MR9SB-15MS-6PIEZOMETER ABANDONEDMS-7AB-10BRAB-10DAB-10SLAL-2BRLLSW-12NPDES OUTFALL 002MR45MR29MR47DATA NOTES:DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATATABLE NOTES FOR QUALIFIER DEFINITIONS.DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.NA=NOT ANALYZEDNM=NOT MEASUREDSOIL OR SEDIMENT ID (INTERVAL IN ft. bgs): FLOW LAYER, pH (S.U.),As=Arsenic (ug/L): Ba=Barium (ug/L): B=Boron (ug/L): Be=Beryllium(ug/L): Cd=Cadmium(ug/L): Cl=Chloride (mg/L): Cr=Total Chromium (ug/L):Co=Cobalt (ug/L): Fe=Iron (ug/L): Mn=Manganese (ug/L): Mo=Molybdenum(ug/L): Ni=Nickel (ug/L): Sb=Antimony(ug/L): Se=Selenium(ug/L):Sr=Strontium (ug/L): SO4=Sulfate (mg/L): Tl=Thallium (ug/L): V=Vanadium (ug/L)SOIL AND SEDIMENT KEYBLUE COLOR DENOTES THAT THIS SEDIMENT LOCATION HAS CORRESPONDING SURFACE WATER DATA.GREEN COLOR DENOTES THAT THIS SOIL LOCATION HAS CORRESPONDING GROUNDWATER DATA.BLACK COLOR DENOTES THAT THIS SOIL LOCATION DOES NOT HAVE CORRESPONDING GROUNDWATER DATAHFO=HYDROXIDE PHASES OF IRONKD=DISTRIBUTION COEFFICIENTAB-1BR (14-15): Shallow, pH=3.5 j-, Sb=<6.6, As=<6.6,Ba=109, Be=1.4, B=<16.4, Cd=<0.79, Cl=<327, Cr=6.5,Co=<6.6, Fe=35400, Mn=138, Mo=<3.3, Ni=<1.6,Se=<6.6, Sr=5.4, SO4=<327, Tl=<6.6, V=62.7AB-1BR (24-25): Shallow, pH=3.8 j-, Sb=<6.5, As=<6.5,Ba=70, Be=0.64, B=<16.2, Cd=<0.78, Cl=<304, Cr=5.6,Co=<6.5, Fe=9680, Mn=145, Mo=<3.2, Ni=1.2 j,Se=<6.5, Sr=18.1, SO4=<304, Tl=<6.5, V=15.8AB-1BR (33-35): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA,Co=NA, Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA,Sr=NA, SO4=NA, Tl=NA, V=NAAB-2S (6-7): Shallow, pH=7.4 j, Sb=<5.5, As=2.8 j,Ba=74, Be=0.79, B=<13.7, Cd=<0.66, Cl=<262, Cr=5.3,Co=3.4 j, Fe=10600, Mn=125, Mo=<2.7, Ni=1.6,Se=<5.5, Sr=24.1, SO4=<262, Tl=<5.5, V=21.7AB-2S (16-17): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA,Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA,SO4=NA, Tl=NA, V=NAAB-2S (31-32): Shallow, pH=5.7 j, Sb=<6.4, As=<6.4,Ba=86.8, Be=0.56, B=<16, Cd=<0.77, Cl=<307, Cr=4.9,Co=7.4, Fe=16100, Mn=408, Mo=<3.2, Ni=1.7,Se=<6.4, Sr=2.6 j, SO4=<307, Tl=<6.4, V=28.7AB-3D (3-5): Ash, pH=6.2 j, Sb=<5.3, As=10,Ba=44.6, Be=0.26 j, B=<13.3, Cd=<0.64, Cl=<274,Cr=3.8, Co=<5.3, Fe=4520, Mn=24.1, Mo=<2.7, Ni=4.9,Se=<5.3, Sr=29.6, SO4=<274, Tl=<5.3, V=7.8AB-3D (64-65.5): Ash, pH=9.7 j, Sb=<8.8, As=50.6,Ba=444, Be=3, B=33.7, Cd=<1.1, Cl=<416,Cr=20.2, Co=11.1, Fe=15300, Mn=144, Mo=<4.4,Ni=17.8, Se=7.6 j, Sr=370, SO4=457 j-, Tl=<8.8, V=57.7AB-3D (70.5-72): Shallow, pH=6.1 j, Sb=<6.4, As=<6.4,Ba=53.9, Be=1, B=<63.7, Cd=<0.76, Cl=<309,Cr=14.9, Co=<6.4, Fe=33900, Mn=122, Mo=<3.2,Ni=3.6, Se=<6.4, Sr=1.6 j, SO4=<309, Tl=<6.4, V=90.6AB-3D (74-75.5): Shallow, pH=5.8 j, Sb=<6.3, As=<6.3,Ba=62.3, Be=0.6, B=<15.8, Cd=<0.76, Cl=<302, Cr=4.7,Co=5.3 j, Fe=5980, Mn=107, Mo=<3.2, Ni=1.4 j,Se=<6.3, Sr=8.3, SO4=<302, Tl=<6.3, V=31.2AB-3D (78.2-79.7): Shallow, pH=5.6 j, Sb=<7.7, As=5.8 j,Ba=226, Be=1.3, B=<19.2, Cd=<0.92, Cl=<377, Cr=2.5,Co=4.3 j, Fe=19100, Mn=324, Mo=<3.8, Ni=1.6 j,Se=5.4 j, Sr=31.4, SO4=<377, Tl=<7.7, V=43.2AB-4D (4-5.5): Ash, pH=6.8 j, Sb=<5.3, As=7.9, Ba=24.7,Be=0.13 j, B=<13.3, Cd=<0.64, Cl=<263, Cr=2.4,Co=<5.3, Fe=3220, Mn=23.1, Mo=<2.7,Ni=2.5, Se=<5.3, Sr=19.1, SO4=137 j-, Tl=<5.3, V=4.2 jAB-4D (9-10.5): Ash, pH=6.1 j, Sb=<7.1, As=37.2,Ba=91.7, Be=0.22 j, B=<17.7, Cd=<0.85, Cl=<356,Cr=4.6, Co=<7.1, Fe=10000, Mn=41.7, Mo=2.8 j,Ni=4.4, Se=<7.1, Sr=17.3, SO4=<356, Tl=<7.1, V=10AB-4D (59-59.9): Shallow, pH=5.9 j, Sb=<6.2, As=<6.2,Ba=368, Be=0.62, B=<61.6, Cd=<0.74, Cl=<297,Cr=18.2, Co=18, Fe=42600, Mn=578, Mo=<3.1,Ni=35.6, Se=<6.2, Sr=166, SO4=<297, Tl=<6.2, V=101AB-4D (59-59.9): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA,Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA,Tl=NA, V=NAAB-4SL (3.5-5): Ash, pH=5.8 j, Sb=<7.8, As=22.1, Ba=168,Be=1.5, B=<19.4, Cd=<0.93, Cl=<389, Cr=10, Co=5.2 j,Fe=5400, Mn=30.3, Mo=<3.9, Ni=10.7, Se=8.6, Sr=73.7,SO4=<389, Tl=<7.8, V=24.2AB-4SL (53.5-55.5): Shallow, pH=5.8 j, Sb=<7.4, As=6.4 j,Ba=214, Be=1, B=<18.6, Cd=<0.89, Cl=<361, Cr=4.7,Co=12, Fe=34000, Mn=670, Mo=<3.7, Ni=5.2, Se=<7.4,Sr=71, SO4=<361, Tl=<7.4, V=56.3AB-5BR (105-105): Bedrock, pH=6.7 j, Sb=<5.3, As=<5.3,Ba=97.9, Be=0.19 j, B=<13.1, Cd=<0.63, Cl=<248,Cr=11.6, Co=5 j, Fe=10900, Mn=163, Mo=<2.6, Ni=7.4,Se=<5.3, Sr=22.2, SO4=<248, Tl=<5.3, V=22AB-5D (3-5): Ash, pH=3.2 j, Sb=<6.6, As=<6.6, Ba=44.5,Be=0.24 j, B=<16.6, Cd=<0.8, Cl=<312, Cr=2.7, Co=<6.6,Fe=4330, Mn=18.5, Mo=<3.3, Ni=3, Se=<6.6, Sr=21.3,SO4=1710 j-, Tl=<6.6, V=4.9 jAB-5D (38-39): Ash, pH=6.7 j, Sb=<8.2, As=78.1, Ba=437,Be=2.3, B=<20.6, Cd=<0.99, Cl=<399, Cr=27.7, Co=22.4,Fe=36900, Mn=782, Mo=78.5, Ni=23.7, Se=11.5,Sr=129, SO4=542 j-, Tl=<8.2, V=109AB-5D (40-42): Ash, pH=6.6 j, Sb=<5.6, As=<5.6, Ba=176,Be=0.51, B=<13.9, Cd=<0.67, Cl=<279, Cr=81.2, Co=13,Fe=22800, Mn=233, Mo=<2.8, Ni=16.7, Se=<5.6,Sr=57.2, SO4=<279, Tl=<5.6, V=49.2AB-5D (54-55): Shallow, pH=5.3 j, Sb=<6.2, As=<6.2,Ba=98.3, Be=0.48, B=<15.6, Cd=<0.75, Cl=<319, Cr=7.8,Co=4.6 j, Fe=7500, Mn=136, Mo=<3.1, Ni=2.7, Se=<6.2,Sr=41, SO4=<319, Tl=<6.2, V=19.3AB-5D (64-66): Deep, pH=7.1 j, Sb=<5.6, As=<5.6,Ba=164, Be=0.35, B=<14, Cd=<0.67, Cl=<287, Cr=40.4,Co=14.7, Fe=19800, Mn=483, Mo=<2.8, Ni=9.6,Se=<5.6, Sr=59.2, SO4=<287, Tl=<5.6, V=51AB-6BR (3-5): Ash, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-6BR (56-57.5): Shallow, pH=4.7 j, Sb=<5.5, As=8,Ba=1360, Be=0.59, B=<13.7, Cd=<0.66, Cl=<277, Cr=246,Co=29.5, Fe=37500, Mn=479, Mo=<2.7, Ni=182, Se=3.3 j,Sr=253, SO4=<277, Tl=<5.5, V=104AB-6BR (57.5-59): Shallow, pH=6.6 j, Sb=<5.7, As=8.5,Ba=1100, Be=0.38, B=<14.2, Cd=<0.68, Cl=<274, Cr=217,Co=33.6, Fe=32000, Mn=699, Mo=<2.8, Ni=182, Se=<5.7,Sr=295, SO4=<274, Tl=<5.7, V=83.5AB-6D (44-50.5): Ash/Fill, pH=6.5 j, Sb=<6.8, As=49.6,Ba=535, Be=2.1, B=16 j, Cd=<0.82, Cl=<352, Cr=74.1,Co=17.5, Fe=23100, Mn=176, Mo=<3.4, Ni=59.9, Se=8.3,Sr=226, SO4=<352, Tl=<6.8, V=86.9AB-6D (53-55): Shallow, pH=5.4 j, Sb=<7.2, As=6.2 j,Ba=942, Be=0.48, B=<18.1, Cd=<0.87, Cl=<354, Cr=172,Co=25.8, Fe=36600, Mn=549, Mo=<3.6, Ni=141,Se=<7.2, Sr=206, SO4=<354, Tl=<7.2, V=77.2AB-7D (3-5): Ash, pH=6.2 j, Sb=<6.4, As=56.1, Ba=250,Be=3.4, B=39.5, Cd=<0.77, Cl=<306, Cr=22.5, Co=13.5,Fe=5050, Mn=22.9, Mo=8.3, Ni=24.5, Se=17.9, Sr=168,SO4=2960 j-, Tl=<6.4, V=76.6AB-7D (19-20.5): Shallow, pH=5.3 j, Sb=<7.2, As=8, Ba=247,Be=1.5, B=<18, Cd=<0.86, Cl=<366, Cr=77.5, Co=10.9,Fe=32500, Mn=174, Mo=<3.6, Ni=38.3, Se=<7.2, Sr=102,SO4=<366, Tl=<7.2, V=103AB-7D (29-30.5): Shallow, pH=6.2 j, Sb=<8.7, As=5.5 j+,Ba=552 j+, Be=1.3, B=<21.8, Cd=<1, Cl=<414, Cr=9,Co=29.2 j+, Fe=34600 j+, Mn=575 j-, Mo=<4.4, Ni=21.3,Se=<8.7, Sr=208 j+, SO4=<414, Tl=<8.7, V=123 j+AB-8D (3-5): Ash, pH=4.0 j, Sb=<7.9, As=23.7,Ba=149, Be=1.3, B=<19.8, Cd=<0.95, Cl=<397,Cr=10.6, Co=4.4 j, Fe=6540, Mn=32.6, Mo=2.5 j, Ni=11,Se=7.4 j, Sr=55.8, SO4=275 j-, Tl=<7.9, V=24.1AB-8D (19-20.5): Ash, pH=6.8 j, Sb=<7.3, As=83.9,Ba=307, Be=2.4, B=31.2, Cd=<0.88, Cl=<354, Cr=28,Co=9.4, Fe=11200, Mn=174, Mo=<3.7, Ni=20.1,Se=8.5, Sr=186, SO4=<354, Tl=<7.3, V=66AB-8D (24-25.5): Shallow, pH=5.8 j, Sb=<6, As=<6,Ba=91.3, Be=0.91, B=<15.1, Cd=<0.72, Cl=<313,Cr=39.4, Co=8.9, Fe=23900, Mn=176, Mo=<3, Ni=11.3,Se=<6, Sr=28, SO4=<313, Tl=<6, V=53.1AB-8D (29-30.5): Shallow, pH=5.8 j, Sb=<6.6, As=4.8 j,Ba=121, Be=2, B=<16.6, Cd=<0.8, Cl=<322, Cr=36.2,Co=5.6 j, Fe=36300, Mn=180, Mo=<3.3, Ni=14.1,Se=<6.6, Sr=63.4, SO4=<322, Tl=<6.6, V=83.1AB-9BR (3.5-4.5): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA,Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA,Tl=NA, V=NAAB-9BR (7.5-9): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA,Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA,Tl=NA, V=NAAB-9BR (10-12): Shallow, pH=6.2 j, Sb=<6, As=4.8 j,Ba=426, Be=0.89, B=<15, Cd=<0.72, Cl=<294, Cr=405,Co=24.5, Fe=26200, Mn=460, Mo=<3, Ni=169, Se=<6,Sr=165, SO4=<294, Tl=<6, V=75.7AB-9BR (79-79): Bedrock, pH=8.1 j, Sb=<5, As=5.9,Ba=568, Be=0.42, B=<12.4, Cd=<0.59, Cl=<249,Cr=13.7, Co=6.3, Fe=15600, Mn=366, Mo=<2.5, Ni=15,Se=<5, Sr=43.5, SO4=<249, Tl=<5, V=33.8AB-10D (3-5): Ash, pH=6.9 j, Sb=<6.7, As=59.2,Ba=612, Be=2.8, B=15.1 j, Cd=<0.81, Cl=<342,Cr=34.8, Co=12.8, Fe=23900, Mn=185, Mo=<3.4,Ni=26.8, Se=5.6 j, Sr=266, SO4=<342, Tl=<6.7, V=94.3AB-10D (48-49): Shallow, pH=8.2 j, Sb=<6.5, As=74,Ba=234, Be=1.8, B=27.8, Cd=<0.79, Cl=<328, Cr=21,Co=6.4 j, Fe=8560, Mn=64.1, Mo=2.4 j, Ni=14.1,Se=7.4, Sr=156, SO4=<328, Tl=<6.5, V=48.6AB-10D (52-53): Shallow, pH=6.7 j, Sb=<6, As=<6,Ba=116, Be=0.75, B=<15, Cd=<0.72, Cl=<295,Cr=21.4, Co=13.8, Fe=22500, Mn=293, Mo=<3, Ni=8.5,Se=<6, Sr=33.1, SO4=<295, Tl=<6, V=48.5AB-10D (61-62): Deep, pH=8.2 j, Sb=<6.1, As=<6.1,Ba=174, Be=0.34, B=<15.1, Cd=<0.73, Cl=<291,Cr=25.6, Co=10.4, Fe=22800, Mn=455, Mo=<3,Ni=13.2, Se=<6.1, Sr=26.7, SO4=<291, Tl=<6.1, V=50AB-11D (3-5): Shallow, pH=6.2, Sb=<6.8, As=<6.8, Ba=106 j+,Be=0.69, B=<16.9, Cd=<0.81, Cl=<324, Cr=11.5, Co=7.1,Fe=16200 j-, Mn=363 j-, Mo=<3.4, Ni=6.5, Se=<6.8, Sr=22.9 j+,SO4=<324, Tl=<6.8, V=36.1AB-11D (4-5.5): Shallow, pH=5.8, Sb=<6.1, As=<6.1, Ba=40.4,Be=0.44, B=<15.3, Cd=<0.73, Cl=<293, Cr=9.1, Co=14.8,Fe=21900, Mn=255, Mo=<3.1, Ni=2.8, Se=<6.1, Sr=7.3,SO4=<293, Tl=<6.1, V=35.7AB-11D (12.3-13.8): Shallow, pH=6.3, Sb=<6.7, As=<6.7, Ba=79.9,Be=0.56, B=<16.7, Cd=<0.8, Cl=<326, Cr=13.4, Co=4.3 j,Fe=10000, Mn=185, Mo=<3.3, Ni=10.3, Se=<6.7, Sr=46.6,SO4=<326, Tl=<6.7, V=18.9AB-11D (12.5-15): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-12D (3-5): Ash, pH=NA, Sb=<6, As=<6, Ba=126 j+,Be=0.69, B=<15.1, Cd=<0.72, Cl=<295, Cr=27.7, Co=13.4,Fe=21700 j-, Mn=310 j+, Mo=<3, Ni=13.1, Se=<6, Sr=10.7,SO4=379 j-, Tl=<6, V=52.1AB-12D (44-45.5): Ash, pH=7.4, Sb=<8.3, As=52, Ba=251,Be=1.2, B=11.7 j, Cd=<0.99, Cl=<390, Cr=15.3, Co=5.6 j,Fe=7040, Mn=66, Mo=<4.1, Ni=11.5, Se=6.1 j, Sr=144,SO4=<390, Tl=<8.3, V=35.9AB-12D (49-50.5): Shallow, pH=5.2, Sb=<6.7, As=3.9 j,Ba=130, Be=0.27 j, B=<16.8, Cd=<0.8, Cl=<336, Cr=18.7,Co=4.6 j, Fe=8950, Mn=87.1, Mo=<3.4, Ni=9, Se=<6.7,Sr=33.4, SO4=<336, Tl=<6.7, V=34.7AB-13D (3-5): Ash, pH=6.2 j, Sb=<6.6, As=73, Ba=291,Be=2.9, B=19.9, Cd=<0.8, Cl=<324, Cr=25.1, Co=9.1,Fe=7780, Mn=98.4, Mo=<3.3, Ni=19.2, Se=<6.6, Sr=227,SO4=<324, Tl=<6.6, V=57AB-13D (59-60): Ash, pH=7.8, Sb=<8.6, As=17.7, Ba=193,Be=0.75, B=<21.5, Cd=<1, Cl=<417, Cr=9.7, Co=<8.6,Fe=5330, Mn=39.2, Mo=<4.3, Ni=7.2, Se=4.4 j, Sr=90.3,SO4=<417, Tl=<8.6, V=19.9AB-13D (63-64): Shallow, pH=5.9 j, Sb=<6.3, As=4.5 j,Ba=387, Be=0.73, B=<15.8, Cd=<0.76, Cl=<316, Cr=115,Co=16.1, Fe=30300, Mn=347, Mo=<3.2, Ni=82.4,Se=<6.3, Sr=95.8, SO4=<316, Tl=<6.3, V=67.5AB-13D (70-71): Shallow, pH=7.3 j, Sb=<5.7, As=4.3 j,Ba=651 j-, Be=0.38, B=<14.4, Cd=<0.69, Cl=<298,Cr=28.7 j-, Co=22.1, Fe=42500 j-, Mn=724 j-, Mo=<2.9,Ni=51.1 j-, Se=<5.7, Sr=100 j-, SO4=<298, Tl=<5.7, V=110AB-14D (3-5): Ash, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-14D (34-35.5): Ash, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-14D (39-40.5): Shallow, pH=5.8, Sb=<6.9, As=<6.9,Ba=87.8, Be=0.32 j, B=<17.2, Cd=<0.82, Cl=<336, Cr=11.8,Co=4.4 j, Fe=12000, Mn=123, Mo=<3.4, Ni=4.4, Se=<6.9,Sr=11.9, SO4=<336, Tl=<6.9, V=39AB-14D (44-45.5): Shallow, pH=6.4, Sb=<6.5, As=<6.5,Ba=126, Be=0.5, B=<16.3, Cd=<0.78, Cl=<322, Cr=3.2,Co=<6.5, Fe=10900, Mn=285, Mo=<3.3, Ni=1.4 j, Se=<6.5,Sr=16.1, SO4=<322, Tl=<6.5, V=21.2AB-15BR (104.5-104.5): Bedrock, pH=9.2 j, Sb=<4.8,As=<4.8, Ba=334, Be=<0.24, B=<12, Cd=<0.57, Cl=<245,Cr=20.7, Co=5.5, Fe=10800, Mn=214, Mo=<2.4, Ni=15.7,Se=<4.8, Sr=21.7, SO4=<245, Tl=<4.8, V=27.2AB-15D (3-5): Ash, pH=5.6 j, Sb=<8.2, As=52.9, Ba=290,Be=3.4, B=12 j, Cd=<0.99, Cl=<389, Cr=30.9, Co=11.5,Fe=13900, Mn=149, Mo=<4.1, Ni=21.6, Se=6.7 j, Sr=157,SO4=<389, Tl=<8.2, V=76.1AB-15D (43-44): Ash, , pH=7.1 j, Sb=<6.8, As=63.5, Ba=246,Be=2, B=19.3, Cd=<0.81, Cl=<334, Cr=21.6, Co=6.8 j,Fe=8650, Mn=50.9, Mo=<3.4, Ni=14.7, Se=13.7, Sr=146,SO4=<334, Tl=<6.8, V=47.9AB-15D (48-49): Shallow, pH=6.4, Sb=<7.7, As=4.2 j, Ba=649,Be=2, B=<19.2, Cd=<0.92, Cl=<378, Cr=81.3, Co=30.8,Fe=90500, Mn=1020, Mo=8.1, Ni=23.6, Se=<7.7, Sr=44.3,SO4=<378, Tl=<7.7, V=215AB-15D (54-55): Shallow, pH=6.7 j, Sb=<6.6, As=18.9, Ba=479,Be=1.5, B=<16.4, Cd=<0.79, Cl=<302, Cr=35.8, Co=22.5,Fe=46000, Mn=692, Mo=5.1, Ni=20.6, Se=<6.6, Sr=72,SO4=160 j-, Tl=<6.6, V=103AB-16D (3-5): Ash, pH=6.0 j, Sb=<5.9, As=<5.9, Ba=41.4,Be=0.34, B=4.1, Cd=<0.71, Cl=<292, Cr=5, Co=<5.9,Fe=5200, Mn=28.5, Mo=0.56 j, Ni=4.5, Se=<5.9, Sr=19.8,SO4=<292, Tl=<5.9, V=7.5AB-16D (5-6): Shallow, , pH=6.3 j, Sb=<8, As=<8, Ba=189,Be=2, B=<4, Cd=<0.96, Cl=<383, Cr=19.9, Co=18.2,Fe=29300, Mn=199, Mo=0.48 j, Ni=19.1, Se=<8, Sr=29.6,SO4=<383, Tl=<8, V=104AB-16D (12-14): Shallow, pH=6.5 j, Sb=<6.9, As=<6.9, Ba=363,Be=1.9, B=<3.4, Cd=<0.82, Cl=<338, Cr=61, Co=23,Fe=38900, Mn=394, Mo=1.4, Ni=20.1, Se=<6.9, Sr=41.2,SO4=<338, Tl=<6.9, V=148AB-16D (13-15): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-17D (3-5): Shallow, pH=5.6 j, Sb=<7.5, As=<7.5, Ba=161,Be=0.73, B=<18.7, Cd=<0.9, Cl=<385, Cr=10.5, Co=11,Fe=25900, Mn=548, Mo=<3.7, Ni=5.4, Se=<7.5, Sr=12.6,SO4=<385, Tl=<7.5, V=75.1AB-17D (22-23): Ash, pH=5.8 j, Sb=<7.3, As=28.8, Ba=179,Be=2.6, B=21.2, Cd=<0.87, Cl=<361, Cr=19.3, Co=10,Fe=5840, Mn=69.4, Mo=2 j, Ni=18.1, Se=11.4, Sr=116,SO4=189 j-, Tl=<7.3, V=52.6AB-17D (27-28): Shallow, pH=5.6 j, Sb=<8.8, As=<8.8, Ba=120,Be=0.28 j, B=<21.9, Cd=<1.1, Cl=<420, Cr=22.4, Co=5.5 j,Fe=18200, Mn=101, Mo=<4.4, Ni=7.7, Se=<8.8, Sr=5.7,SO4=<420, Tl=<8.8, V=92.8AB-17D (31-32): Shallow, pH=5.9 j, Sb=<7.8, As=<7.8, Ba=472,Be=2.6, B=<78.1, Cd=<0.94, Cl=<374, Cr=17.3, Co=13.1,Fe=45100, Mn=772, Mo=<3.9, Ni=27.2, Se=<7.8, Sr=9.1,SO4=<374, Tl=<7.8, V=160AB-18D (3-5): Ash, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-18D (29-30): Shallow, pH=5.9 j, Sb=<6.1, As=<6.1, Ba=102,Be=0.8, B=<15.3, Cd=<0.73, Cl=<297, Cr=17.5, Co=8.6,Fe=14100, Mn=139, Mo=<3.1, Ni=6.7, Se=<6.1, Sr=6.7,SO4=<297, Tl=<6.1, V=33.8AB-18D (34-35.5): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-18D (39.5-41): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAB-20D (3-5): Ash, pH=7.4 j, Sb=<6.7, As=37.6, Ba=312,Be=3.3, B=56.9, Cd=0.63 j, Cl=<326, Cr=22.2, Co=12.4,Fe=10900, Mn=44, Mo=3.6, Ni=26, Se=24.8, Sr=309,SO4=5500, Tl=<6.7, V=78.1AB-20D (86-87): Ash, pH=7.1 j, Sb=<6.7, As=34.5, Ba=161,Be=0.98, B=11.7 j, Cd=<0.8, Cl=<329, Cr=10.8, Co=4.7 j,Fe=8900, Mn=60.7, Mo=<3.3, Ni=9.7, Se=3.5 j, Sr=95,SO4=270 j, Tl=<6.7, V=19.7AB-20D (91-92): Shallow, pH=5.6 j, Sb=<7.2, As=<7.2, Ba=239,Be=2.1, B=<18, Cd=<0.86, Cl=<352, Cr=32.9, Co=14.3,Fe=49400, Mn=368, Mo=<3.6, Ni=26.6, Se=<7.2, Sr=9.7,SO4=<352, Tl=<7.2, V=60.8AB-20D (96-97): Shallow, pH=6.5 j, Sb=<7, As=<7, Ba=492,Be=0.76, B=<17.4, Cd=<0.84, Cl=<342, Cr=47.8, Co=16.5,Fe=43700, Mn=585, Mo=<3.5, Ni=34.1, Se=<7, Sr=16,SO4=<342, Tl=<7, V=79.9AB-21D (14-15.5): Shallow, pH=6.3 j, Sb=<7.8, As=4.9 j, Ba=397,Be=0.93, B=<19.5, Cd=<0.94, Cl=<362, Cr=531, Co=27.1,Fe=28400, Mn=340, Mo=<3.9, Ni=203, Se=<7.8, Sr=64.4,SO4=<362, Tl=<7.8, V=64.1AB-21D (14-15.5): Shallow, pH=4.8 j, Sb=<10.1, As=5.1 j, Ba=131,Be=0.54, B=<25.1, Cd=<1.2, Cl=<494, Cr=23.5, Co=<10.1,Fe=5960, Mn=25, Mo=<5, Ni=9, Se=<10.1, Sr=65.2, SO4=690,Tl=<10.1, V=12.4AB-21D (14-15.5): Shallow, pH=6.5 j, Sb=<6.6, As=3.8 j, Ba=239,Be=0.48, B=<16.4, Cd=<0.79, Cl=<331, Cr=13.3, Co=13.3,Fe=22900, Mn=400, Mo=<3.3, Ni=10.1, Se=<6.6, Sr=19.4,SO4=<331, Tl=<6.6, V=90.8AL-1D (32-34): Shallow, pH=6.3 j-, Sb=<5.9, As=10.5, Ba=319,Be=2.4, B=<14.6, Cd=<0.7, Cl=<294, Cr=1 j, Co=6.4 j,Fe=26200, Mn=566, Mo=<2.9, Ni=1.5 j, Se=7.1, Sr=82.6,SO4=<294, Tl=<5.9, V=54AL-1D (38-40): Shallow, pH=4.8 j-, Sb=<7.6, As=3.9 j, Ba=288,Be=1.5, B=<19, Cd=<0.91, Cl=<375, Cr=1.3 j, Co=<15.2,Fe=22100, Mn=352, Mo=<3.8, Ni=1.3 j, Se=<7.6, Sr=71,SO4=<375, Tl=<7.6, V=41.8AL-1D (40-41): Shallow, pH=5.0 j-, Sb=<7.3, As=4.3 j, Ba=402,Be=3, B=<18.3, Cd=<0.88, Cl=<360, Cr=1.9, Co=7.4 j,Fe=27100, Mn=576, Mo=<3.7, Ni=1.9, Se=<7.3, Sr=119,SO4=<360, Tl=<7.3, V=52.3AL-1D (42-44): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAAL-2BR (204-204): Bedrock, pH=7.0 j, Sb=<5, As=3.5 j,Ba=685, Be=0.14 j, B=<12.6, Cd=<0.61, Cl=<247,Cr=21.8, Co=8.4, Fe=29600, Mn=293, Mo=<2.5, Ni=12.4,Se=<5, Sr=51, SO4=<247, Tl=<5, V=73.5AL-2D (3-5): Ash, pH=6.5 j, Sb=<6.6, As=53.7, Ba=455,Be=4.1, B=21.9, Cd=<0.79, Cl=<314, Cr=33.5, Co=15.4,Fe=10400, Mn=79.8, Mo=12.7, Ni=35.4, Se=22.7, Sr=214,SO4=251 j-, Tl=<6.6, V=70.7AL-2D (86-88): Ash, pH=8.2 j, Sb=<6.4, As=113, Ba=344,Be=6.2, B=174, Cd=0.56 j, Cl=<322, Cr=42.6, Co=20.6,Fe=11600, Mn=65, Mo=2.3 j, Ni=37.2, Se=26.9, Sr=554,SO4=9150 j-, Tl=<6.4, V=139AL-2D (90-92): Shallow, pH=6.2 j, Sb=<6.6, As=6.3 j, Ba=258,Be=1.2, B=<66, Cd=<0.79, Cl=<318, Cr=97.9, Co=6.2 j,Fe=38400, Mn=162, Mo=<3.3, Ni=24.1, Se=4.5 j, Sr=94.8,SO4=<318, Tl=<6.6, V=82AL-2D (95-97): Shallow, pH=6.2 j, Sb=<6.1, As=<6.1,Ba=96.5, Be=0.62, B=<15.4, Cd=<0.74, Cl=<305, Cr=10.1,Co=11.3, Fe=11600, Mn=308, Mo=<3.1, Ni=4.4, Se=<6.1,Sr=31.9, SO4=<305, Tl=<6.1, V=20.4AL-3D (3-5): Ash, pH=6.3 j, Sb=<7, As=35.2, Ba=145,Be=2.8, B=21.3, Cd=<0.84, Cl=<337, Cr=24.1, Co=11.6,Fe=7090, Mn=37.4, Mo=10.4, Ni=19.9, Se=17.9, Sr=106,SO4=<337, Tl=<7, V=64.2AL-3D (110-112): Ash, pH=7.8 j, Sb=<6.2, As=61.2, Ba=321,Be=2.8, B=50.7, Cd=<0.75, Cl=<311, Cr=24.2, Co=10.3,Fe=10000, Mn=73.6, Mo=5, Ni=18.9, Se=13.6, Sr=286,SO4=4090 j-, Tl=<6.2, V=68.3AL-3D (118-120): Shallow, pH=5.8 j, Sb=<7.2, As=6 j, Ba=614,Be=1.7, B=<71.7, Cd=<0.86, Cl=<364, Cr=154, Co=34.8,Fe=46600, Mn=844, Mo=<3.6, Ni=138, Se=6 j, Sr=221,SO4=<364, Tl=<7.2, V=95.8AL-3D (124-126): Shallow, pH=5.8 j, Sb=<6.5, As=3.6 j, Ba=1530,Be=2.3, B=<64.8, Cd=<0.78, Cl=<316, Cr=348, Co=37.8,Fe=51600, Mn=1150, Mo=<3.2, Ni=281, Se=<6.5, Sr=331,SO4=<316, Tl=<6.5, V=95.4AL-4D (3-5): Ash, pH=6.6 j, Sb=<6.2, As=44.2, Ba=470,Be=3.8, B=13 j, Cd=<0.74, Cl=<303, Cr=41.9, Co=12.7,Fe=11100, Mn=110, Mo=11.2, Ni=32.4, Se=16.8, Sr=185,SO4=<303, Tl=<6.2, V=68.6AL-4D (77-79): Ash, pH=6.4 j, Sb=<6.7, As=88.4, Ba=268, Be=4.6,B=102, Cd=0.4 j, Cl=<322, Cr=31.3, Co=14.9,Fe=8220, Mn=27.2, Mo=12.5, Ni=28.3, Se=26.1, Sr=193,SO4=4990 j-, Tl=<6.7, V=88.3AL-4D (81.5-82.5): Shallow, pH=4.8 j, Sb=<6.7, As=4.5 j, Ba=716,Be=1.5, B=21.4, Cd=<0.81, Cl=<333, Cr=46.2, Co=17.3,Fe=49000, Mn=395, Mo=<3.4, Ni=32.2, Se=<6.7, Sr=183,SO4=1540 j-, Tl=<6.7, V=132AL-4D (87.5-89.5): Shallow, pH=5.2 j, Sb=<5.9, As=<5.9, Ba=636,Be=1.3, B=<59.3, Cd=<0.71, Cl=<287, Cr=19.5, Co=15.8,Fe=45100, Mn=528, Mo=<3, Ni=25, Se=<5.9, Sr=77.1,SO4=<287, Tl=<5.9, V=100BG-1D (18-19): Deep, pH=7.2 j, Sb=<5.5, As=3.4 j, Ba=86.7,Be=0.52, B=<68.6, Cd=<0.66, Cl=<267, Cr=48.1, Co=13,Fe=20400, Mn=279, Mo=<2.7, Ni=30.2, Se=<5.5, Sr=77.5,SO4=<267, Tl=<5.5, V=54.1BG-1S (1-2): Shallow, pH=5.4 j, Sb=<5.2, As=<5.2, Ba=65.6,Be=0.43, B=<13.1, Cd=<0.63, Cl=<261, Cr=78.5, Co=9.7,Fe=9950, Mn=290, Mo=<2.6, Ni=37, Se=<5.2, Sr=19.6,SO4=<261, Tl=<5.2, V=25.2BG-1S (4-5): Shallow, pH=5.8 j, Sb=<5.3, As=<5.3, Ba=45.7,Be=0.48, B=<13.3, Cd=<0.64, Cl=<262, Cr=101, Co=8.2,Fe=10900, Mn=201, Mo=<2.7, Ni=29.9, Se=<5.3, Sr=14.1,SO4=<262, Tl=<5.3, V=28.4BG-1S (8-9): Shallow, pH=5.9 j, Sb=<6.2, As=4.3 j, Ba=130 j-,Be=1.1, B=<15.4, Cd=<0.74, Cl=<303, Cr=134 j-, Co=14.4,Fe=27900 j-, Mn=243 j-, Mo=<3.1, Ni=62 j-, Se=<6.2,Sr=56.5 j-, SO4=<303, Tl=<6.2, V=73.1BG-1S (10-12): Shallow, pH=6.6 j, Sb=<5.7, As=<5.7, Ba=150,Be=0.83, B=<14.2, Cd=<0.68, Cl=<288, Cr=71.8, Co=20.6,Fe=27200, Mn=799, Mo=<2.8, Ni=54.2 j+, Se=<5.7, Sr=71,SO4=<288, Tl=<5.7, V=74.9BG-2BR (1-2): Shallow, pH=6.3 j-, Sb=<6.7, As=<6.7, Ba=63.2 j+,Be=0.29 j, B=<16.6, Cd=<0.8, Cl=<330, Cr=12.4, Co=<6.7,Fe=4960 j-, Mn=84.3 j-, Mo=<3.3, Ni=3.9, Se=<6.7, Sr=17.7 j+,SO4=<330, Tl=<6.7, V=24BG-2BR (2-3): Shallow, pH=6.5 j-, Sb=4.4 j, As=<6.9, Ba=107,Be=0.39, B=<17.4, Cd=<0.83, Cl=<327, Cr=19, Co=5.6 j,Fe=8280, Mn=63.9, Mo=<3.5, Ni=7.6, Se=4.4 j, Sr=30.4,SO4=<327, Tl=6.4 j, V=41.4BG-2BR (7-8): Shallow, pH=6.5 j-, Sb=<7.2, As=<7.2, Ba=289,Be=1.2, B=<18.1, Cd=<0.87, Cl=<351, Cr=13.5, Co=14.3,Fe=45400, Mn=378, Mo=<3.6, Ni=10.1, Se=<7.2, Sr=36.9,SO4=<351, Tl=<7.2, V=53BG-2BR (50-50): Bedrock, pH=7.0 j, Sb=<5.7, As=39.9, Ba=161,Be=0.2 j, B=<14.1, Cd=<0.68, Cl=<250, Cr=6.6, Co=9.6,Fe=19700, Mn=312, Mo=<2.8, Ni=3.8, Se=40.1, Sr=38.5,SO4=<250, Tl=<5.7, V=69.6BG-3D (1-2): Shallow, pH=6.1 j, Sb=<5.7, As=8.4, Ba=649,Be=1.3, B=<57.3, Cd=<0.69, Cl=<278, Cr=420, Co=27.4,Fe=37600, Mn=243, Mo=<2.9, Ni=237, Se=6.7, Sr=213,SO4=<278, Tl=<5.7, V=81.9BG-3D (10-12): Shallow, pH=7.5 j, Sb=<5.3, As=5.7, Ba=1030,Be=0.34, B=<52.9, Cd=<0.63, Cl=<262, Cr=406, Co=28,Fe=34300, Mn=412, Mo=<2.6, Ni=267, Se=3.7 j, Sr=200,SO4=<262, Tl=<5.3, V=83.3BG-3D (20-22): Shallow, pH=7.8 j, Sb=<5.2, As=3.4 j, Ba=1110,Be=0.33, B=<12.9, Cd=<0.62, Cl=<258, Cr=640, Co=23.8,Fe=29300, Mn=294, Mo=<2.6, Ni=292, Se=<5.2, Sr=127,SO4=<258, Tl=<5.2, V=66.6BG-3D (27-28): Shallow, pH=7.9 j, Sb=<5.2, As=<5.2, Ba=1670,Be=0.32, B=<52.2, Cd=<0.63, Cl=<255, Cr=625, Co=31.9,Fe=31500, Mn=298, Mo=<2.6, Ni=380, Se=<5.2, Sr=128,SO4=<255, Tl=<5.2, V=76.9BG-3D (39-40): Shallow, pH=7.4 j, Sb=<5.4, As=3.7 j, Ba=1340,Be=0.43, B=<13.5, Cd=<0.65, Cl=<262, Cr=660, Co=41.8,Fe=29200, Mn=329, Mo=<2.7, Ni=360, Se=<5.4, Sr=105,SO4=<262, Tl=<5.4, V=54.4BGSB-GWA-2 (2-4): Shallow, pH=4.2, Sb=0.12 j,B,M, As=0.52 j,B,Ba=270, Be=1.4, B=<15, Cd=<0.03, Cl=2.6 j,M, Cr=19, Co=28,Fe=44000 M, Mn=1300 M, Mo=<012 M, Ni=16, Se=0.39 j,Sr=7.8, SO4=36 M, Tl=0.54, V=140 MBGSB-GWA-2 (8-10): Shallow, pH=5.0, Sb=<0.5, As=0.58 B,Ba=140, Be=1.7, B=5.4 j, Cd=0.016 j, Cl=4 j,M, Cr=23, Co=32,Fe=59000, Mn=1200, Mo=<2, Ni=10, Se=<1.3, Sr=2.8, SO4=21,Tl=0.53, V=150BGSB-GWA-2 (13-15): Shallow, pH=5.0, Sb=<0.59, As=0.63 B,Ba=180, Be=1.6, B=<14, Cd=0.019 j, Cl=4.5 j, Cr=17, Co=45,Fe=43000, Mn=2600, Mo=<2.2, Ni=17, Se=<1.5, Sr=2.4,SO4=28, Tl=0.51, V=120BGSB-GWA-2 (18-20): Shallow, pH=5.0, Sb=<0.59, As=0.47 j,B,Ba=180, Be=1.5, B=1.6 j, Cd=0.031, Cl=3.9 j, Cr=15, Co=70,Fe=27000, Mn=1900, Mo=<2.2, Ni=10, Se=<1.5, Sr=5.3,SO4=18, Tl=0.75, V=120BGSB-GWA-4 (2-4): Shallow, pH=5.0, Sb=<0.63, As=2.9 B, Ba=26,Be=1.3, B=6.2 j, Cd=<0.032, Cl=<13, Cr=13, Co=3.2, Fe=53000,Mn=120, Mo=2.3 j, Ni=<12, Se=0.44 j, Sr=0.9 j, SO4=<13,Tl=0.32, V=120BGSB-GWA-4 (8-10): Shallow, pH=4.9, Sb=<0.63, As=1.5 B,Ba=62, Be=2.8, B=5.7 j, Cd=<0.031, Cl=<13, Cr=16, Co=6.4,Fe=61000, Mn=240, Mo=<11, Ni=<11, Se=0.49 j, Sr=<5.3,SO4=<13, Tl=0.23, V=150BGSB-GWA-4 (13-15): Shallow, pH=5.3, Sb=<0.59, As=0.44 j,B,Ba=230, Be=2.7, B=5.9 j, Cd=<0.03, Cl=<12, Cr=14, Co=36,Fe=56000, Mn=1700, Mo=<11, Ni=5.8 j, Se=0.38 j, Sr=<5.6,SO4=<12, Tl=0.58, V=140BGSB-GWA-4 (15-17): Shallow, pH=5.1, Sb=<0.64, As=1.8 B,Ba=72, Be=3.5, B=<14, Cd=<0.032, Cl=1.3 j, Cr=25, Co=23,Fe=51000, Mn=400, Mo=<11, Ni=<11, Se=0.55 j, Sr=<5.5,SO4=<13, Tl=0.19, V=170BGSB-GWA-4 (18-20): Shallow, pH=5.2, Sb=<0.56, As=0.94 B,Ba=140, Be=3.2, B=<15, Cd=0.11, Cl=<13, Cr=16, Co=41,Fe=65000, Mn=1200, Mo=<12, Ni=<12, Se=0.55 j, Sr=<6,SO4=<13, Tl=0.86, V=160BGSB-GWA-6 (2-4): Shallow, pH=5.2, Sb=0.24 j,B, As=2.1 B,Ba=20, Be=0.58, B=2.6 j, Cd=<0.03, Cl=<12, Cr=28, Co=2.9,Fe=22000, Mn=75, Mo=0.74 j, Ni=5.6, Se=0.34 j, Sr=3.4,SO4=<12, Tl=0.31, V=54BGSB-GWA-6 (8-10): Shallow, pH=5.2, Sb=<0.37, As=0.93 B,Ba=110, Be=1.1, B=1.5 j, Cd=<0.018, Cl=<12, Cr=6.9, Co=15,Fe=18000, Mn=400, Mo=1.1 j, Ni=6.7, Se=0.38 j, Sr=1.8,SO4=<12, Tl=0.63, V=29BGSB-GWA-6 (11-13): Shallow, pH=5.2, Sb=<0.54, As=1.9 B,Ba=99, Be=1.9, B=1.2 j, Cd=<0.027, Cl=1.3 j, Cr=21, Co=21,Fe=20000, Mn=270, Mo=0.83 j, Ni=9.6, Se=0.63 j, Sr=4.3,SO4=<13, Tl=1.6, V=86BGSB-GWA-6 (13-15): Shallow, pH=5.4, Sb=<0.46, As=0.68 B,Ba=33, Be=0.59, B=<2.6, Cd=0.051, Cl=<11, Cr=11, Co=40,Fe=6000, Mn=770, Mo=3.5, Ni=4.2, Se=<1.2, Sr=4.1,SO4=<11, Tl=0.32, V=5.4BGSB-GWA-6 (18-20): Shallow, pH=5.7, Sb=<0.42, As=0.25 j,B,Ba=11, Be=0.21, B=<2.6, Cd=<0.021, Cl=<11, Cr=0.38 j,Co=6.3, Fe=170, Mn=32, Mo=<2.1, Ni=1 j, Se=<1.1, Sr=2.6,SO4=<11, Tl=0.06 j, V=<1.1GWA-1S (50-52): Shallow, pH=NA, Sb=NA, As=NA, Ba=NA,Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA, Fe=NA, Mn=NA,Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, V=NAGWA-2D (16-17): Shallow, pH=5.0 j, Sb=<6.4, As=<6.4, Ba=258 j-,Be=0.73, B=<16.1, Cd=<0.77, Cl=<319, Cr=16.5, Co=28.2,Fe=30700 j-, Mn=1160 j-, Mo=<3.2, Ni=8.9 j-, Se=<6.4, Sr=4.6,SO4=172 j-, Tl=<6.4, V=112GWA-2D (21-22): Shallow, pH=5.2 j, Sb=<6.6, As=<6.6, Ba=246,Be=1.1, B=<16.6, Cd=<0.8, Cl=<325, Cr=14.6, Co=18.7,Fe=36700, Mn=633, Mo=<3.3, Ni=12.6, Se=4.4 j, Sr=5.1,SO4=<325, Tl=<6.6, V=118GWA-2D (46-47): Shallow, pH=6.3 j, Sb=<5.4, As=<5.4, Ba=262,Be=1.3, B=<13.4, Cd=<0.65, Cl=<264, Cr=78, Co=12, Fe=28600,Mn=583, Mo=<2.7, Ni=54, Se=<5.4, Sr=44.9, SO4=<264, Tl=<5.4,V=66.8GWA-3D (3-5): Shallow, pH=5.7 j, Sb=<6.2, As=<6.2, Ba=34.8 j+,Be=0.25, B=<3.1, Cd=<0.75, Cl=<303, Cr=6.9, Co=<6.2,Fe=17700 j-, Mn=78.9 j+, Mo=<0.62, Ni=0.92, Se=<6.2, Sr=1.1,SO4=<303, Tl=<6.2, V=55 j-GWA-3D (10-12): Shallow, pH=6.7 j, Sb=<6.1, As=<6.1, Ba=140,Be=0.56, B=<3.1, Cd=<0.74, Cl=<315, Cr=4.7, Co=6.3,Fe=16300, Mn=641, Mo=<0.61, Ni=1.1, Se=<6.1, Sr=7.6,SO4=<315, Tl=<6.1, V=29GWA-3D (25-28): Shallow, pH=7.3 j, Sb=<5.8, As=<5.8, Ba=108,Be=0.24, B=<2.9, Cd=<0.7, Cl=<282, Cr=3.6, Co=5.1 j,Fe=17200, Mn=434, Mo=0.74, Ni=1.5, Se=<5.8, Sr=4.3,SO4=<282, Tl=<5.8, V=27.1GWA-4D (52-53): Shallow, pH=6.2 j, Sb=<6, As=<6, Ba=345 j+,Be=1.8 j-, B=<59.8, Cd=<0.72, Cl=<293, Cr=15, Co=23.2 j-,Fe=42300 j-, Mn=810 j-, Mo=<3, Ni=7.1 j-, Se=<6, Sr=16.5,SO4=<293, Tl=<6, V=128 j-GWA-4D (56.5-57.5): Shallow, pH=6.0 j, Sb=<6.5, As=<6.5,Ba=87.4, Be=1.4, B=<16.1, Cd=<0.78, Cl=<310, Cr=4.7, Co=6.1j, Fe=13100, Mn=568, Mo=<3.2, Ni=1.8, Se=<6.5, Sr=7.9,SO4=<310, Tl=<6.5, V=44.2GWA-4D (61-62): Shallow, pH=6.6 j, Sb=<5.2, As=<5.2, Ba=134,Be=0.5, B=<13.1, Cd=<0.63, Cl=<265, Cr=7.5, Co=7.1,Fe=18200, Mn=426, Mo=<2.6, Ni=3.3, Se=<5.2, Sr=8.8,SO4=<265, Tl=<5.2, V=44.1GWA-5D (27.5-29): Shallow, pH=5.8 j, Sb=<7.9, As=<7.9, Ba=490,Be=2.6, B=<19.7, Cd=<0.94, Cl=<384, Cr=3.1, Co=8.3,Fe=31500, Mn=509, Mo=<3.9, Ni=4.5, Se=<7.9, Sr=60.7,SO4=<384, Tl=<7.9, V=67.7GWA-5D (36.4-36.4): Bedrock, pH=6.6 j, Sb=<5.4, As=3.1 j,Ba=70.3, Be=0.18, B=<2.7, Cd=<0.64, Cl=<269, Cr=1.2, Co=3.2 j,Fe=12600, Mn=159, Mo=<0.54, Ni=1, Se=<5.4, Sr=14.3,SO4=<269, Tl=<5.4, V=23.2GWA-6D (39-40.5): Shallow, pH=6.3 j-, Sb=<6.1, As=<6.1, Ba=111,Be=1.1, B=<15.3, Cd=<0.74, Cl=<311, Cr=2.1, Co=<6.1,Fe=12500, Mn=215, Mo=<3.1, Ni=1.4 j, Se=<6.1, Sr=9.1,SO4=<311, Tl=<6.1, V=11.2GWA-6D (44-45.5): Shallow, pH=6.9 j-, Sb=<5.9, As=<5.9, Ba=38,Be=0.38, B=<14.7, Cd=<0.7, Cl=<296, Cr=<1.5, Co=<5.9,Fe=3400, Mn=78.1, Mo=<2.9, Ni=<1.5, Se=<5.9, Sr=3.2,SO4=<296, Tl=<5.9, V=<5.9GWA-7S (12-13): Shallow, pH=6.6 j, Sb=<6.6, As=<6.6, Ba=138,Be=1, B=<16.6, Cd=<0.8, Cl=<319, Cr=176, Co=13.4, Fe=21100,Mn=103, Mo=<3.3, Ni=62.7, Se=<6.6, Sr=38.8, SO4=<319,Tl=<6.6, V=83.1GWA-7S (16-17): Shallow, pH=6.6 j, Sb=<6.8, As=7.8, Ba=160,Be=<0.34, B=<68.2, Cd=<0.82, Cl=<331, Cr=31.6, Co=13.4,Fe=43600, Mn=679, Mo=<3.4, Ni=34.8, Se=<6.8, Sr=8.9,SO4=<331, Tl=<6.8, V=23.7GWA-8D (28.5-30): Shallow, pH=6.5 j, Sb=<5.5, As=<5.5, Ba=198,Be=0.91, B=<2.7, Cd=<0.66, Cl=<274, Cr=17.3, Co=10.2,Fe=27800, Mn=348, Mo=<0.55, Ni=8.1, Se=<5.5, Sr=38.9,SO4=<274, Tl=<5.5, V=66.9GWA-8D (33.5-35): Shallow, pH=6.9 j, Sb=<6.3, As=<6.3, Ba=194,Be=0.68, B=<3.2, Cd=<0.76, Cl=<309, Cr=19, Co=10.2, Fe=28600,Mn=442, Mo=<0.63, Ni=8.3, Se=<6.3, Sr=34.8, SO4=<309,Tl=<6.3, V=70.4GWA-9BR (3-5): Shallow, pH=6.0 j-, Sb=<5.4, As=<5.4, Ba=16.2,Be=0.18 j, B=<13.5, Cd=<0.65, Cl=<272, Cr=5.3, Co=<5.4,Fe=2020, Mn=7.9, Mo=<2.7, Ni=<1.4, Se=<5.4, Sr=<2.7,SO4=<272, Tl=<5.4, V=27GWA-9BR (7-9): Shallow, pH=7.2, Sb=<6.1, As=<6.1, Ba=77.5,Be=0.65, B=<15.2, Cd=<0.73, Cl=<293, Cr=5.8, Co=3.1 j,Fe=11600, Mn=123, Mo=<3, Ni=1.5 j, Se=<6.1, Sr=14.6,SO4=<293, Tl=<6.1, V=30.2GWA-9BR (22-24): Shallow, pH=7.6, Sb=<5.7, As=<5.7, Ba=164,Be=0.35, B=<14.2, Cd=<0.68, Cl=<272, Cr=2.6, Co=5.1 j,Fe=14600, Mn=393, Mo=<2.8, Ni=2.3, Se=<5.7, Sr=7.6,SO4=<272, Tl=<5.7, V=36.8MW-14BR (31.5-33): Shallow, pH=6.0 j, Sb=<6.5, As=<6.5,Ba=828, Be=6.3, B=<3.3, Cd=<0.78, Cl=<329, Cr=61.9,Co=16.8, Fe=50400, Mn=421, Mo=3, Ni=45.2, Se=<6.5,Sr=19.1, SO4=<329, Tl=<6.5, V=128MW-14BR (36.5-38): Shallow, pH=6.4 j, Sb=<6, As=<6,Ba=497, Be=1.5, B=4.8, Cd=<0.72, Cl=<282, Cr=39.5,Co=14.8, Fe=57800, Mn=218, Mo=12.9, Ni=23.5, Se=<6,Sr=65.5, SO4=216 j, Tl=<6, V=145MW-14BR (40-41.5): Shallow, pH=7.1 j, Sb=<5.7, As=<5.7,Ba=401, Be=2.3, B=3.5, Cd=<0.69, Cl=<289, Cr=41.7,Co=20.8, Fe=51200, Mn=399, Mo=10.8, Ni=14.6,Se=<5.7, Sr=31.8, SO4=146 j, Tl=<5.7, V=231MW-14BR (53-53): Shallow, pH=6.8 j, Sb=<5.4, As=<5.4,Ba=250, Be=0.05 j, B=<2.7, Cd=<0.65, Cl=<262, Cr=46.8,Co=25.6, Fe=18700, Mn=194, Mo=0.63, Ni=22.3,Se=<5.4, Sr=29.8, SO4=<262, Tl=<5.4, V=37OB-1 (42-43): Shallow, pH=5.7 j, Sb=<6.1, As=10.3,Ba=282, Be=1.8, B=<15.2, Cd=<0.73, Cl=<308, Cr=4.7,Co=11.1, Fe=38100, Mn=512, Mo=<3, Ni=7.5, Se=6 j,Sr=32, SO4=<308, Tl=<6.1, V=65.3OB-1 (48-49): Shallow, pH=5.8 j, Sb=<6, As=15.3,Ba=280, Be=1.8, B=<15.2, Cd=<0.72, Cl=<306, Cr=4.4,Co=12.3, Fe=34200, Mn=604, Mo=<3, Ni=5.3, Se=9.6,Sr=36.4, SO4=<306, Tl=<6, V=55.5OB-1 (68.5-69.5): Shallow, pH=6.4 j, Sb=<5.7, As=3.2 j,Ba=75.6, Be=1.3, B=<14.2, Cd=<0.68, Cl=<286,Cr=2.3, Co=<5.7, Fe=8910, Mn=164, Mo=<2.8, Ni=1.5,Se=<5.7, Sr=28.4, SO4=<286, Tl=<5.7, V=12.1SB-1 (13.5-14.5): Shallow, pH=4.6 j-, Sb=<6.2, As=<6.2,Ba=170, Be=1.4, B=<15.5, Cd=<0.74, Cl=<301, Cr=13.6,Co=8.7 j, Fe=23200, Mn=438, Mo=<3.1, Ni=8.1, Se=<6.2,Sr=26.9, SO4=<301, Tl=<6.2, V=48.2SB-1 (33-34): Shallow, pH=5.0 j-, Sb=<7.6, As=<7.6,Ba=75.3, Be=0.7, B=<19, Cd=<0.91, Cl=<361, Cr=20.1,Co=<15.2, Fe=46300, Mn=242, Mo=<3.8, Ni=4.3,Se=<7.6, Sr=30.1, SO4=<361, Tl=<7.6, V=82.4SB-2 (3-5): Ash, pH=6.3 j, Sb=<6.6, As=62.3, Ba=493 j+,Be=4 j+, B=17.7, Cd=<0.79, Cl=<335, Cr=22.4, Co=12,Fe=8890 j+, Mn=118 j+, Mo=9.7, Ni=21.5, Se=17.7, Sr=185j+, SO4=<335, Tl=<6.6, V=59.6SB-2 (58-59): Ash, pH=6.2 j, Sb=<8.1, As=40.6, Ba=125,Be=4.5, B=39.3, Cd=<0.98, Cl=<392, Cr=16.3, Co=10,Fe=4300, Mn=23.4, Mo=10.3, Ni=20.9, Se=20.8, Sr=104,SO4=2710 j-, Tl=<8.1, V=45SB-2 (67.5-68.5): Shallow, pH=5.3 j, Sb=<6.1, As=<6.1,Ba=85.8, Be=0.37, B=22.3, Cd=<0.73, Cl=<316, Cr=14,Co=4.2 j, Fe=12100, Mn=115, Mo=<3, Ni=4.2, Se=<6.1,Sr=23.7, SO4=969 j-, Tl=<6.1, V=38.4SB-2 (73-74): Shallow, pH=4.1 j, Sb=<6.1, As=3.2 j, Ba=120,Be=1.1, B=12 j, Cd=<0.74, Cl=<314, Cr=2.3, Co=4.3 j,Fe=15600, Mn=212, Mo=<3.1, Ni=2.6, Se=<6.1, Sr=11.2,SO4=1040 j-, Tl=<6.1, V=28.6SB-3 (3-5): Ash, pH=6.3 j, Sb=<6.3, As=54, Ba=301,Be=3.1, B=19.2, Cd=<0.75, Cl=<321, Cr=23.3, Co=11.4,Fe=9060, Mn=81, Mo=6.6, Ni=20, Se=17.3, Sr=165,SO4=<321, Tl=<6.3, V=67.6SB-3 (72.5-74.5): Ash, pH=8.3 j, Sb=<7.4, As=81.8, Ba=361,Be=3.6, B=38, Cd=<0.89, Cl=<363, Cr=36.9, Co=12.8,Fe=10100, Mn=71.3, Mo=<3.7, Ni=26.5, Se=10.5, Sr=296,SO4=<363, Tl=<7.4, V=83SB-3 (79-80): Shallow, pH=5.9 j, Sb=<6.2, As=<6.2, Ba=141,Be=0.41, B=<15.5, Cd=<0.74, Cl=<317, Cr=16.2, Co=<6.2,Fe=13300, Mn=96, Mo=<3.1, Ni=5.1, Se=<6.2, Sr=27.1,SO4=<317, Tl=<6.2, V=56.7SB-3 (86-87): Shallow, pH=7.0 j, Sb=<6.9, As=<6.9, Ba=42.9,Be=0.32 j, B=<17.3, Cd=<0.83, Cl=<332, Cr=<1.7, Co=<6.9,Fe=5670, Mn=140, Mo=<3.5, Ni=1.2 j, Se=<6.9, Sr=7.9,SO4=<332, Tl=<6.9, V=<6.9SB-4 (3-5): Ash, pH=7.5 j, Sb=<8.5, As=35.5, Ba=197,Be=2.9, B=48.6, Cd=<1, Cl=<402, Cr=22.6, Co=10.3,Fe=13000, Mn=52.3, Mo=<4.3, Ni=19.7, Se=18.7, Sr=171,SO4=1770 j-, Tl=<8.5, V=70.2SB-4 (43-45): Ash, pH=7.2 j, Sb=<7.3, As=50.5, Ba=211,Be=3.1, B=102, Cd=<0.88, Cl=<367, Cr=20.2, Co=10.2,Fe=6990, Mn=33.5, Mo=9.6, Ni=21.9, Se=22.6, Sr=179,SO4=3970 j-, Tl=<7.3, V=55.5SB-4 (50-51): Shallow, pH=4.2 j, Sb=<6.5, As=<6.5, Ba=101,Be=0.79, B=35.6, Cd=<0.78, Cl=<313, Cr=2.9, Co=12.7,Fe=18100, Mn=660, Mo=<3.2, Ni=3.9, Se=<6.5, Sr=13,SO4=843 j-, Tl=<6.5, V=38.7SB-4 (57-58): Shallow, pH=5.0 j, Sb=<8.1, As=<8.1, Ba=225,Be=1.7, B=10.6 j, Cd=<0.97, Cl=<382, Cr=4.3, Co=33.5,Fe=15500, Mn=1210, Mo=<4, Ni=6.8, Se=<8.1, Sr=13.5,SO4=221 j-, Tl=<8.1, V=46.8SB-5 (3-5): Ash, pH=7.5 j, Sb=<7.4, As=70.1, Ba=224,Be=3.4, B=75.6, Cd=<0.89, Cl=<366, Cr=31.2, Co=13.6,Fe=9450, Mn=37.3, Mo=<3.7, Ni=25.9, Se=22.3, Sr=299,SO4=2120 j-, Tl=<7.4, V=76SB-5 (45.5-46.5): Ash, pH=6.9 j, Sb=<6.8, As=41.7, Ba=213,Be=3.2, B=115, Cd=<0.82, Cl=<338, Cr=24.2, Co=12,Fe=8470, Mn=35.8, Mo=8.7, Ni=23.9, Se=21.3, Sr=187,SO4=5270 j-, Tl=<6.8, V=69.7SB-5 (49-50): Shallow, pH=5.5 j, Sb=<7, As=<7, Ba=67.9,Be=0.27 j, B=<17.4, Cd=<0.84, Cl=<345, Cr=7.2, Co=7.4,Fe=13300, Mn=342, Mo=<3.5, Ni=6.7, Se=<7, Sr=<3.5,SO4=<345, Tl=<7, V=31.7SB-5 (58-59): Shallow, pH=5.0 j, Sb=<7.2, As=<7.2, Ba=83.7,Be=0.59, B=<18.1, Cd=<0.87, Cl=<378, Cr=6.2, Co=38.8,Fe=17300, Mn=1560, Mo=<3.6, Ni=10.9, Se=<7.2, Sr=<3.6,SO4=<378, Tl=<7.2, V=31.9SB-7 (3-5): Ash, pH=7.0 j, Sb=<6, As=53.9, Ba=303,Be=2.8, B=51, Cd=<0.73, Cl=<296, Cr=20.5, Co=10, Fe=7110,Mn=31.7, Mo=<3, Ni=20.9, Se=21.1, Sr=194, SO4=5190 j-,Tl=<6, V=57.9SB-7 (53-54): Ash, pH=5.2 j, Sb=<6.2, As=4.6 j, Ba=64, Be=0.4,B=<15.5, Cd=<0.74, Cl=<311, Cr=20.6, Co=6.8, Fe=17500,Mn=105, Mo=<3.1, Ni=7.2, Se=<6.2, Sr=24.9, SO4=171 j-,Tl=<6.2, V=45.8SB-7 (57.5-59.5): Ash, pH=6.2 j, Sb=<7, As=56.7, Ba=407,Be=4.3, B=44.7, Cd=<0.84, Cl=<345, Cr=26, Co=16, Fe=9780,Mn=38.2, Mo=13, Ni=28, Se=25.6, Sr=264, SO4=3900, Tl=<7,V=72.6SB-7 (70-71): Shallow, pH=4.9 j, Sb=<6.2, As=<6.2, Ba=85.3,Be=0.29 j, B=<15.5, Cd=<0.74, Cl=<307, Cr=25.3, Co=5.1 j,Fe=9020, Mn=86, Mo=<3.1, Ni=9.5, Se=<6.2, Sr=4.4,SO4=406, Tl=<6.2, V=50.1SB-8 (3-5): Ash, pH=6.3 j, Sb=<6.8, As=62.2, Ba=304,Be=3.3, B=18.3, Cd=<0.81, Cl=<337, Cr=20.8, Co=11.3,Fe=8540, Mn=46.1, Mo=9.8, Ni=20.9, Se=21.4, Sr=166,SO4=<337, Tl=<6.8, V=68.1SB-8 (25-26): Ash, pH=5.6 j, Sb=<7.1, As=60.4, Ba=277,Be=3.6, B=40.9, Cd=<0.85, Cl=<348, Cr=20.1, Co=16,Fe=7790, Mn=35.5, Mo=18.7, Ni=32.2, Se=30, Sr=156,SO4=872, Tl=<7.1, V=60.7SB-8 (31-32): Shallow, pH=4.1 j, Sb=<6.8, As=<6.8, Ba=284,Be=1.2, B=10.2 j, Cd=<0.82, Cl=<348, Cr=27, Co=17.8,Fe=40100, Mn=785, Mo=<3.4, Ni=26.9, Se=<6.8, Sr=10,SO4=2950, Tl=<6.8, V=73.3SB-10 (3-5): Ash, pH=7.9 j, Sb=<8, As=30.3, Ba=188,Be=1.4, B=<20.1, Cd=<0.97, Cl=<389, Cr=18.3, Co=7.4 j,Fe=13300, Mn=70, Mo=2.8 j, Ni=16.6, Se=4.9 j, Sr=90.5,SO4=<389, Tl=<8, V=29.4SB-10 (17.5-19.5): Ash, pH=7.6 j, Sb=<7.2, As=127, Ba=360,Be=4.4, B=36.5, Cd=0.6 j, Cl=<359, Cr=38.7, Co=15.6,Fe=12600, Mn=86.6, Mo=3.3 j, Ni=30.7, Se=11.9, Sr=283,SO4=<359, Tl=<7.2, V=96.8SB-10 (25-26): Shallow, pH=4.7 j, Sb=<6.2, As=4 j, Ba=33.7,Be=4, B=<15.4, Cd=<0.74, Cl=<318, Cr=16.9, Co=24.7,Fe=78800, Mn=131, Mo=3.1 j, Ni=36.5, Se=<6.2, Sr=11.1,SO4=<318, Tl=<6.2, V=173SB-10 (30-31): Shallow, pH=6.2 j, Sb=<6.3, As=<6.3, Ba=96.9,Be=2.5, B=<15.8, Cd=<0.76, Cl=<316, Cr=34, Co=27.3,Fe=59400, Mn=197, Mo=<3.2, Ni=23.7, Se=<6.3, Sr=16.7,SO4=<316, Tl=<6.3, V=129SB-11 (3-5): Ash, pH=4.8 j, Sb=<9.4, As=18.2, Ba=126,Be=1.4, B=<23.4, Cd=<1.1, Cl=<453, Cr=16, Co=6.2 j,Fe=8720, Mn=35.7, Mo=<4.7, Ni=13.5, Se=17.6, Sr=62.2,SO4=<453, Tl=<9.4, V=27.1SB-11 (28-30): Ash, pH=5.4 j, Sb=<6.8, As=19.7, Ba=41.8,Be=0.29 j, B=<17, Cd=<0.82, Cl=<343, Cr=3.4, Co=<6.8,Fe=3560, Mn=11.1, Mo=<3.4, Ni=4.3, Se=<6.8, Sr=24.3,SO4=205 j-, Tl=<6.8, V=6.7 jSB-11 (31-33): Shallow, pH=6.1 j, Sb=<7, As=<7, Ba=45,Be=0.53, B=<17.5, Cd=<0.84, Cl=<333, Cr=5.9, Co=<7,Fe=9840, Mn=97.8, Mo=<3.5, Ni=1.9, Se=<7, Sr=7.5,SO4=<333, Tl=<7, V=14.5SB-11 (38-40): Shallow, pH=6.4 j, Sb=<6.8, As=<6.8, Ba=95.5,Be=0.54, B=<16.9, Cd=<0.81, Cl=<341, Cr=1.6 j, Co=<6.8,Fe=4370, Mn=100, Mo=<3.4, Ni=<1.7, Se=<6.8, Sr=11,SO4=<341, Tl=<6.8, V=5.5 jSB-13 (3-5): Ash, pH=6.4 j-, Sb=2.3 j, As=105, Ba=279,Be=5.8, B=51.9, Cd=0.53, Cl=<372, Cr=35.8, Co=17.6,Fe=6750, Mn=53, Mo=1.1, Ni=26, Se=16.1, Sr=250,SO4=<372, Tl=<4, V=113SB-13 (11.4-12.1): Ash, pH=6.4 j-, Sb=<3.7, As=43.5,Ba=115, Be=1.8, B=26.7, Cd=<0.45, Cl=<369, Cr=16.5,Co=9.6, Fe=5620, Mn=27.9, Mo=6, Ni=15, Se=10.7,Sr=101, SO4=897, Tl=<3.7, V=53.6SB-13 (15.4-16.1): Shallow, pH=5.0 j-, Sb=<3.9, As=3.1 j,Ba=358 j-, Be=1.8, B=<39.1, Cd=<0.47, Cl=<375, Cr=18.7,Co=13, Fe=41200, Mn=523 j+, Mo=<0.78, Ni=14.5, Se=2.6j, Sr=90.4 j-, SO4=342 j, Tl=<3.9, V=90.8SB-13 (20-20.8): Shallow, pH=5.0 j-, Sb=<3.7, As=4.7,Ba=380, Be=1.8, B=1.9 j, Cd=<0.44, Cl=<364, Cr=17.7,Co=15.5, Fe=43100, Mn=399, Mo=<0.74, Ni=17.7, Se=3.6j, Sr=104, SO4=282 j, Tl=<3.7, V=99.8SB-14 (3-5): Ash, pH=7.0 j, Sb=<8.5, As=19.1, Ba=130,Be=0.6, B=<21.1, Cd=<1, Cl=<399, Cr=10.8, Co=<8.5,Fe=9540, Mn=54.4, Mo=7, Ni=10.7, Se=<8.5, Sr=59.8,SO4=271 j-, Tl=<8.5, V=16.4SB-14 (22-24): Ash, pH=7.8 j-, Sb=<8.8, As=25.1, Ba=159 j+,Be=0.99, B=24.8, Cd=<1.1, Cl=<443, Cr=10.8, Co=<8.8,Fe=6380 j+, Mn=41.3, Mo=3.2 j, Ni=8.2, Se=6.5 j-, Sr=103 j+,SO4=362 j, Tl=<8.8, V=21.2SB-14 (28.5-29.5): Ash, pH=7.9 j, Sb=<10.7, As=207, Ba=168,Be=1.4, B=28.9, Cd=<1.3, Cl=<507, Cr=16.9, Co=6.4 j,Fe=7320, Mn=73.8, Mo=105, Ni=13.2, Se=11.1, Sr=137,SO4=731 j-, Tl=<10.7, V=36.6SB-14 (35-36): Shallow, pH=6.1 j, Sb=<7.4, As=4.6 j, Ba=193,Be=2.3, B=<18.4, Cd=<0.88, Cl=<357, Cr=59.3, Co=29.7,Fe=35800, Mn=752, Mo=3.5 j, Ni=47.3, Se=<7.4, Sr=20.2,SO4=<357, Tl=<7.4, V=77.8SB-15 (3-5): Ash, pH=4.5 j, Sb=<6, As=87.7, Ba=165 j+,Be=1.4, B=11.1 j, Cd=<0.72, Cl=<288, Cr=31 j-, Co=6.5,Fe=23500 j-, Mn=38.1 j+, Mo=10.2, Ni=19.7, Se=10.3,Sr=109 j+, SO4=1680 j-, Tl=<6, V=62.3SB-15 (82.5-83.5): Ash, pH=7.8 j, Sb=<8.3, As=39.7, Ba=390,Be=2.2, B=16.4 j, Cd=<1, Cl=<405, Cr=21, Co=10, Fe=13300,Mn=105, Mo=<4.2, Ni=18, Se=7.8 j, Sr=282, SO4=<405,Tl=<8.3, V=48.1SB-15 (86.5-87.5): Shallow, pH=6.2 j, Sb=<6.9, As=3.5 j,Ba=135, Be=1.3, B=<17.3, Cd=<0.83, Cl=<347, Cr=18.7,Co=8.7, Fe=24800, Mn=215, Mo=<3.5, Ni=8.5, Se=<6.9,Sr=35.3, SO4=<347, Tl=<6.9, V=57.9SB-15 (92-93): Shallow, pH=2.9 j, Sb=<6, As=7, Ba=187,Be=0.32, B=<15.1, Cd=<0.72, Cl=<314, Cr=2.2, Co=5 j,Fe=20600, Mn=346, Mo=<3, Ni=2.2, Se=5.9 j, Sr=53.2,SO4=1140 j-, Tl=<6, V=48.1S-2, Sb=<6.8, As=4.4 j, Ba=71.2 j-, Be=0.63 j-, B=11.4 j, Cd=<0.82, Cl=<332, Cr=9.5j-, Co=17.3, Fe=8040 j-, Mn=153 j-, Mo=0.68 j-, Ni=2.8, Se=4.8 j, Sr=9, SO4=197 j,Tl=<6.8, V=27SW-06, Sb=<7.2, As=<7.2, Ba=128, Be=0.93,B=<18.1, Cd=<0.87, Cl=<353, Cr=45.6, Co=11.3,Fe=16600, Mn=115, Mo=<3.6, Ni=18.7, Se=4.1 j,Sr=38, SO4=<353, Tl=<7.2, V=59.7STRUCTURAL FILL BOUNDARY104NPDES OUTFALL 003GWA-1BR (8-10): Shallow, pH=5.8 j-, Sb=<5.7, As=<5.7,Ba=128, Be=1.9, B=<14.3, Cd=<0.69, Cl=<302, Cr=6,Co=9.1, Fe=16000, Mn=529, Mo=<2.9, Ni=5.3, Se=<5.7,Sr=19.8, SO4=<302, Tl=<5.7, V=30.4GWA-1BR (14-15.5): Shallow, pH=NA, Sb=NA, As=NA,Ba=NA, Be=NA, B=NA, Cd=NA, Cl=NA, Cr=NA, Co=NA,Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA,Tl=NA, V=NAGWA-1BR (18-20): Shallow, pH=7.0 j-, Sb=<6.2, As=<6.2,Ba=118, Be=1.4, B=<15.5, Cd=<0.74, Cl=<297, Cr=13.4,Co=7.1, Fe=18100, Mn=192, Mo=<3.1, Ni=9.5, Se=<6.2,Sr=12.2, SO4=<297, Tl=<6.2, V=46.7GWA-1BR (92-94): Shallow, pH=8.1 j-, Sb=<7.1, As=<7.1,Ba=235, Be=0.74, B=<17.8, Cd=<0.86, Cl=<337, Cr=11.5,Co=12.2, Fe=29000, Mn=588, Mo=<3.6, Ni=6.5, Se=<7.1,Sr=37.7, SO4=<337, Tl=<7.1, V=83.4GWA-1BR (99-99): Deep, pH=7.3 j, Sb=<5.8, As=<5.8,Ba=48.7, Be=0.16 j, B=<14.5, Cd=<0.69, Cl=<294, Cr=5,Co=<5.8, Fe=6340, Mn=144, Mo=<2.9, Ni=4.5, Se=<5.8,Sr=6.6, SO4=<294, Tl=<5.8, V=13.6
LAKE NORMANBGSB-GWA-6BORROW AREABGSB-GWA-2BGSB-GWA-4MR1001MR1009MR1002MR1006MR1008MR1010GWA-12BR (113.00-118.00): pH=6.9, Eh=321, B=<50, Cl-=1.5, Sr=182,SO4=18.4, TDS=111, Sb=<0.5, As=0.39 B, Ba=28.1, Be=0.011 j, Cr=<0.5,Co=1.5, Fe=400, Mn=279, Mo=2.9, Ni=2, Se=0.39 j, Tl=<0.1, V=0.16 jAL-4D (148.40-153.40): pH=6.0, Eh=354, B=29500, Cl-=3.2, Sr=7580,SO4=999, TDS=1500, Sb=0.16 j, As=0.23, Ba=76.8, Be=0.043 j, Cr=2,Co=0.36, Fe=144, Mn=58.3, Mo=1.7, Ni=9.5, Se=12.3, Tl=0.081 j, V=3.1LEGENDWELL IN DEEP ZONEWELL IN SHALLOW ZONEWELL IN BEDROCK ZONEABMW-07WELL IN ASH PORE WATERWELL ABANDONEDABMW-05SASH BASIN COMPLIANCE BOUNDARYPARCEL LINE DUKE ENERGY (APPROXIMATE)ASH BASIN WASTE BOUNDARYWATER SUPPLY WELL SAMPLEDWATER SAMPLE LOCATION SAMPLEDSURFACE WATER FLOW DIRECTIONFIGURE 14-78COMPREHENSIVEGROUNDWATER DATAMARSHALL STEAM STATION8320 NC HIGHWAY 150 ETERRELL, NORTH CAROLINADUKEENERGYCAROLINASFIG 14-78 (GW)BRIAN WILKERJOHN CHASTAINPROJECT MANAGER:LAYOUT NAME:DRAWN BY:CHECKED BY:TODD PLATINGDATE:DATE:www.synterracorp.com148 River Street, Suite 220Greenville, South Carolina 29601864-421-99991/24/20181/24/2018GRAPHIC SCALE6003001500300(IN FEET)S-2AREA OF WETNESS (AOW) SAMPLE LOCATIONWATER SUPPLY WELL NOT SAMPLEDAPPROXIMATE STREAM (NON-JD)SOIL OR GEOTECHNICAL BORINGAPPROXIMATE POND OR RESERVOIR (NON-JD)APPROXIMATE ASH BASIN PONDED WATERSW-AB8SB-12LANDFILL COMPLIANCE BOUNDARYLANDFILL BOUNDARYGWA-13DAB-6BRBG-1BRCCR-14SCCR-14DCCR-13SCCR-13DC-1GWA-2DINDUSTRIAL LANDFILL NO. 1SHERRILL'S FORD RDISLAND POINT RDSHERRILL'S FORD RDSHERRILL'S FORD RDGREGORY RDSW-1SW-10SW-11SW-4SW-5SW-3SW-2SW-9SW-8SW-7NPDES OUTFALL 101NPDES OUTFALL 102DEMOLITIONLANDFILLASBESTOS LANDFILLDRY ASH LANDFILL (PHASE II)DRY ASH LANDFILL(PHASE I)ISA
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TSTUTTS STSB-1S-2MSSW002MSSW001SW-6S-1SB-14SB-11SB-10SB-7SB-4SB-8SB-3SB-2SB-5SB-13PIEZOMETER IN SHALLOW ZONEP-102MS-4MS-5MS-2MS-3MS-7MS-1SB-15MS-6PIEZOMETER ABANDONEDMS-7AB-10BRAB-10DAB-10SLAL-2BRLLSW-12NPDES OUTFALL 002MR45AB-1BR (119.00-124.00): pH=6.3, Eh=183, B=1250, Cl-=220, Sr=1700,SO4=43.8, TDS=539, Sb=<0.5, As=0.21, Ba=56, Be=0.039 j, Cr=0.74 B,Co=1.3, Fe=6240, Mn=363, Mo=0.32 j, Ni=1.1, Se=<0.5, Tl=<0.1, V=0.096 j,BAB-1D (91.00-96.00): pH=6.0, Eh=293, B=933, Cl-=234, Sr=2420,SO4=38, TDS=492, Sb=<0.5, As=0.057 j, Ba=413, Be=<0.1, Cr=0.71 B,Co=7.9, Fe=441, Mn=19.6, Mo=<0.5, Ni=1.1, Se=<0.5, Tl=<0.1, V=0.78 BAB-1S (5.50-20.00): pH=4.9, Eh=300, B=5300, Cl-=248, Sr=809,SO4=122, TDS=582, Sb=<0.5, As=3.1, Ba=67, Be=1.7, Cr=0.52 B,Co=31, Fe=2800, Mn=5410, Mo=<0.5, Ni=2.1, Se=12.7, Tl=0.42, V=0.55 BAB-2D (91.00-96.00): pH=6.3, Eh=289, B=366, Cl-=5.1, Sr=633,SO4=174, TDS=375, Sb=<0.5, As=0.15, Ba=25.8, Be=0.031 j, Cr=0.6,Co=0.52, Fe=162, Mn=38.6, Mo=0.16 j, Ni=0.9, Se=0.36 j, Tl=<0.1, V=0.3 BAB-2S (17.00-32.00): pH=5.3, Eh=299, B=<50, Cl-=3, Sr=9.4,SO4=0.73 j, TDS=59, Sb=<0.5, As=0.23, Ba=29, Be=0.057 j, Cr=0.14 j,Co=16.1, Fe=1480, Mn=917, Mo=<0.5, Ni=1.5, Se=<0.5, Tl=0.17, V=0.1 j,BAB-3D (130.00-135.00): pH=6.0, Eh=373, B=174, Cl-=4.6, Sr=1280,SO4=94, TDS=276, Sb=0.2 j, As=0.12 B, Ba=120, Be=<0.1, Cr=<0.5,Co=0.075 j, Fe=<50, Mn=54.9, Mo=0.25 j, Ni=0.5, Se=<0.5, Tl=0.025 j, V=2.3AB-3S (8.00-23.50): pH=3.8, Eh=466, B=1160, Cl-=7, Sr=2400,SO4=520, TDS=875, Sb=0.41 j, As=0.52, Ba=20.1, Be=1.8, Cr=0.22 j,Co=16.8, Fe=4750, Mn=950, Mo=0.28 j, Ni=87.9, Se=0.53, Tl=3.2, V=0.092 jAB-4SL (38.50-48.50): pH=8.4, Eh=191, B=583, Cl-=9, Sr=758,SO4=36.5, TDS=140, Sb=<5, As=1210, Ba=80.2, Be=<1, Cr=<5,Co=0.37 j, Fe=70.2, Mn=25.8, Mo=53, Ni=9.6, Se=<5, Tl=<1, V=2.4 jAB-4S (6.00-21.00): pH=6.4, Eh=304, B=246, Cl-=7.9, Sr=312,SO4=28.8, TDS=107, Sb=0.29 j, As=2.3, Ba=97.9, Be=<0.1, Cr=<0.5,Co=0.47, Fe=39.5 j, Mn=930, Mo=7.1, Ni=2.9, Se=0.71, Tl=0.44, V=1.9AB-4D (72.00-77.00): pH=6.1, Eh=247, B=363, Cl-=8.4, Sr=259,SO4=34.1, TDS=132, Sb=<0.5, As=0.22 B, Ba=73, Be=0.053 j, Cr=<0.5,Co=0.38, Fe=1740, Mn=74.2, Mo=<0.5, Ni=1.5, Se=<0.5, Tl=<0.1, V=<0.3AB-5D (78.00-83.00): pH=5.7, Eh=338, B=<50, Cl-=2.6, Sr=2670,SO4=112, TDS=325, Sb=0.16 j, As=0.78, Ba=138, Be=0.1, Cr=<0.5,Co=4, Fe=762, Mn=541, Mo=0.45 j, Ni=10.6, Se=0.63, Tl=0.15, V=0.78AB-5S (3.20-18.20): pH=3.2, Eh=588, B=2280, Cl-=39.1, Sr=1460,SO4=1450, TDS=NA, Sb=0.13 j, As=2.9, Ba=8.1, Be=3.6, Cr=5.6, Co=36.4,Fe=272000, Mn=4060, Mo=<0.5, Ni=75.6, Se=0.34 j, Tl=0.54, V=6.4AB-5BR (105.00-110.00): pH=5.8, Eh=255, B=<50, Cl-=1.7, Sr=3040,SO4=240, TDS=481, Sb=<0.5, As=0.36 B, Ba=77.8, Be=0.32, Cr=<0.5,Co=0.98, Fe=202, Mn=112, Mo=0.17 j, Ni=9.7, Se=<0.5, Tl=0.064 j, V=0.077 jAB-6BRA (105.00-110.00): pH=10.2, Eh=1, B=276, Cl-=9.4, Sr=2830,SO4=207, TDS=525, Sb=0.46 j, As=370, Ba=84.6, Be=<0.1, Cr=0.43 j,Co=0.024 j, Fe=36.1 j, Mn=64.4, Mo=57.2, Ni=<0.5, Se=0.62, Tl=<0.1, V=6AB-6D (62.50-67.50): pH=6.0, Eh=251, B=6270, Cl-=3.6, Sr=4590, SO4=40.3,TDS=331, Sb=<0.5, As=1.2, Ba=79.3, Be=0.58, Cr=0.65,Co=1.5, Fe=6070, Mn=430, Mo=0.48 j, Ni=43.1, Se=<0.5, Tl=<0.1, V=0.16 j,BAB-6S (7.00-22.00): pH=7.0, Eh=62, B=5810, Cl-=3.5, Sr=6590,SO4=486 M6, TDS=1080, Sb=0.34 j, As=3050, Ba=224, Be=0.31 B, Cr=0.74,Co=0.61, Fe=5900, Mn=1640, Mo=40.6, Ni=1.6, Se=1, Tl=0.4, V=5.5AB-7D (79.00-84.00): pH=6.1, Eh=342, B=44 j, Cl-=2.2, Sr=492,SO4=1.1, TDS=121, Sb=0.36 j, As=0.98, Ba=146, Be=0.01 j, Cr=0.63,Co=0.23, Fe=25.9 j, Mn=23.9, Mo=0.55, Ni=1.1, Se=<0.5, Tl=<0.1, V=8AB-7S (5.00-20.00): pH=6.6, Eh=260, B=9390, Cl-=4.5, Sr=6220,SO4=1620, TDS=2810, Sb=5.5, As=20.7, Ba=36.9, Be=0.016 j, Cr=13.8,Co=6.1, Fe=596, Mn=4220, Mo=2420, Ni=20.4, Se=13.3, Tl=4, V=10.5AB-8D (95.00-100.00): pH=7.5, Eh=65, B=<50, Cl-=2.5, Sr=2280,SO4=77.6, TDS=266, Sb=<0.5, As=0.37 B, Ba=50.8, Be=<0.1, Cr=<0.5,Co=0.15, Fe=78.4, Mn=351, Mo=2.2, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<0.3AB-8S (3.00-13.00): pH=5.4, Eh=213, B=1230, Cl-=4.9 M1, Sr=1560,SO4=200 M1, TDS=423, Sb=0.11 j, As=85.6, Ba=54.5, Be=0.12, Cr=<0.5,Co=10.8, Fe=19300, Mn=1160, Mo=2.8, Ni=16.7, Se=0.35 j, Tl=1, V=0.89AB-9D (48.00-53.00): pH=6.6, Eh=232, B=<50, Cl-=1.9, Sr=235,SO4=9, TDS=133, Sb=0.16 j, As=0.51 B, Ba=263, Be=0.035 j, Cr=<0.5,Co=3.8, Fe=1100, Mn=69.6, Mo=2.7, Ni=23.4, Se=<0.5, Tl=0.038 j, V=0.1 jAB-9S (3.00-10.00): pH=5.3, Eh=328, B=25.6 j, Cl-=2.8, Sr=44.9,SO4=7.9, TDS=46, Sb=0.15 j, As=0.21 B, Ba=17.1, Be=0.025 j, Cr=2.7,Co=1.6, Fe=131, Mn=216, Mo=<0.5, Ni=4.4, Se=<0.5, Tl=0.046 j, V=0.19 jAB-10BR (120.00-125.00): pH=6.9, Eh=122, B=283, Cl-=3.1, Sr=5220,SO4=19.7, TDS=372, Sb=<0.5, As=0.5, Ba=209, Be=0.04 j, Cr=0.16 j,Co=0.1, Fe=311, Mn=29.8, Mo=0.28 j, Ni=2.4, Se=<0.5, Tl=<0.1, V=0.23 j,BAB-10D (71.00-76.00): pH=6.2, Eh=202, B=1580, Cl-=5.2, Sr=2820,SO4=10.7, TDS=313, Sb=<0.5, As=0.7, Ba=360, Be=0.028 j, Cr=0.3 j,Co=9.6, Fe=3750, Mn=3530, Mo=1.2, Ni=24.5, Se=<0.5, Tl=<0.1, V=1 BAB-10S (9.00-24.00): pH=7.0, Eh=99, B=25000 M6, Cl-=8.6, Sr=7230,SO4=932, TDS=1760, Sb=0.25 j, As=443 M1, Ba=56.8, Be=0.041 j, Cr=0.27 j,Co=1.7, Fe=9040, Mn=1500, Mo=2640 M6, Ni=2.1, Se=<0.5, Tl=0.16, V=0.66 BAB-10SL (40.00-50.00): pH=8.2, Eh=25, B=11400, Cl-=7.2, Sr=6280,SO4=632, TDS=1260, Sb=1.3, As=1240 1g, Ba=364, Be=0.035 j, Cr=0.21 j,Co=2.2, Fe=272, Mn=586, Mo=3580, Ni=25.5, Se=0.79, Tl=0.021 j, V=7.3MW-2 (23.00-33.00): pH=5.4, Eh=411, B=2880, Cl-=4.6, Sr=1750,SO4=159, TDS=299, Sb=<0.5, As=0.086 j, Ba=86.3, Be=0.15, Cr=0.19 j,Co=0.085 j, Fe=66.6, Mn=18.1, Mo=<0.5, Ni=0.52, Se=31.6, Tl=<0.1, V=1.1 BAB-11S (6.00-16.00): pH=5.1, Eh=429, B=<50, Cl-=2, Sr=37.5,SO4=0.74 j, TDS=<25, Sb=<0.5, As=0.32 B, Ba=10.2, Be=<0.1, Cr=<0.5,Co=0.73, Fe=79.9, Mn=68.8, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.48AB-11D (77.00-82.00): pH=6.1, Eh=267, B=<50, Cl-=1.8, Sr=1160,SO4=3.7, TDS=98, Sb=<0.5, As=0.17 B, Ba=15, Be=<0.1, Cr=<0.5,Co=0.061 j, Fe=55.1, Mn=3.4 j, Mo=0.76, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.8AB-12D (62.00-67.00): pH=7.3, Eh=52, B=1350, Cl-=182, Sr=10200,SO4=172, TDS=767, Sb=0.4 j, As=4.4, Ba=62.8, Be=<0.1, Cr=8.8,Co=0.1, Fe=129, Mn=148, Mo=0.42 j, Ni=4.2, Se=<0.5, Tl=0.063 j, V=0.55AB-12S (3.00-13.00): pH=6.9, Eh=119, B=75200, Cl-=2690, Sr=4520,SO4=753, TDS=5100, Sb=0.27 j, As=229, Ba=223, Be=0.086 j, Cr=0.18 j,Co=0.18, Fe=13500, Mn=5540, Mo=5.1, Ni=1.2, Se=1.4, Tl=0.13, V=0.97AB-12SL (40.00-50.00): pH=7.3, Eh=39, B=2860, Cl-=132, Sr=4820 M1,SO4=5.3, TDS=581, Sb=<0.5, As=1190, Ba=1100, Be=0.018 j, Cr=<0.5,Co=<0.1, Fe=8460, Mn=1180, Mo=452, Ni=1.4, Se=<0.5, Tl=<0.1, V=0.71AB-12BR (100.50-105.50): pH=8.1, Eh=128, B=<50, Cl-=1.7, Sr=7530,SO4=152, TDS=359, Sb=0.22 j, As=0.77, Ba=32.1, Be=<0.1, Cr=<0.5,Co=0.049 j, Fe=117, Mn=31.9, Mo=2.8, Ni=<0.5, Se=<0.5, Tl=0.057 j, V=0.15 jAB-13D (81.00-86.00): pH=7.4, Eh=81, B=<50, Cl-=1.9, Sr=673,SO4=15.8, TDS=209, Sb=<0.5, As=0.46 B, Ba=201, Be=<0.1, Cr=0.96,Co=2.1, Fe=891, Mn=226, Mo=1.4, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<0.3AB-13S (14.80-29.80): pH=6.4, Eh=144, B=788, Cl-=0.9 j, Sr=2740,SO4=27.1, TDS=356, Sb=19.2, As=777 M6, Ba=285, Be=<1, Cr=<5,Co=5.4, Fe=3930, Mn=257, Mo=56.9, Ni=7.4, Se=<5, Tl=0.77 j, V=13AB-14D (80.00-85.00): pH=5.8, Eh=438, B=314, Cl-=1.8, Sr=471,SO4=43.7, TDS=142, Sb=<0.5, As=0.15, Ba=174, Be=0.046 j, Cr=2.3,Co=0.059 j, Fe=51, Mn=5.6, Mo=<0.5, Ni=1.8, Se=0.4 j, Tl=<0.1, V=1.6AB-14S (5.70-20.70): pH=6.6, Eh=156, B=20500, Cl-=7.7, Sr=3220,SO4=958, TDS=160, Sb=<0.5, As=792 M6, Ba=35.5, Be=0.064 j, Cr=0.42 j,Co=0.092 j, Fe=47200, Mn=3980, Mo=3, Ni=2.3, Se=<5 M1,R1, Tl=<0.1, V=5.2AB-15D (64.00-69.00): pH=9.1, Eh=111, B=47.1 j, Cl-=2.7, Sr=720,SO4=32.4, TDS=265, Sb=<0.5, As=0.38, Ba=242, Be=0.071 j, Cr=0.21 j,Co=0.04 j, Fe=2490, Mn=244, Mo=0.74, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.13 j,BAB-15SL (40.00-50.00): pH=6.5, Eh=66, B=1570, Cl-=3.8, Sr=2340,SO4=89.9, TDS=420, Sb=<0.5, As=973, Ba=412, Be=0.024 j, Cr=0.26 j,Co=4.4, Fe=12200, Mn=1340, Mo=25.2, Ni=1, Se=<0.5, Tl=0.024 j, V=0.84 BAB-15S (5.00-20.00): pH=6.8, Eh=63, B=3890, Cl-=41, Sr=4760,SO4=58.8, TDS=577, Sb=0.12 j, As=854, Ba=411, Be=0.017 j, Cr=1.5,Co=1.6, Fe=13200, Mn=2570, Mo=20.1, Ni=2.4, Se=<0.5, Tl=0.13, V=1.2 BAB-15BR (107.00-112.00): pH=7.3, Eh=85, B=<50, Cl-=2.1, Sr=1220,SO4=66.4, TDS=280, Sb=<0.5, As=0.11, Ba=99.3, Be=0.02 j, Cr=0.12 j,Co=0.018 j, Fe=2130, Mn=255, Mo=1.2, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.17 j,BAB-16D (41.00-46.00): pH=6.9, Eh=147, B=<50, Cl-=3.1, Sr=420,SO4=24.5, TDS=201, Sb=<0.5, As=1.7, Ba=168, Be=<0.1, Cr=0.32 j,Co=0.43, Fe=2080, Mn=264, Mo=1.3, Ni=10, Se=<0.5, Tl=<0.1, V=0.11 j,BAB-16S (3.20-13.20): pH=6.4, Eh=41, B=115, Cl-=2.1, Sr=313,SO4=4.7, TDS=135, Sb=<0.5, As=15.1, Ba=93.3, Be=0.031 j, Cr=0.71,Co=6, Fe=55300, Mn=1460, Mo=2.1, Ni=2.3, Se=0.89, Tl=<0.1, V=2.2AB-17D (106.00-111.00): pH=6.1, Eh=220, B=<50, Cl-=1.2, Sr=112,SO4=0.96 j, TDS=83, Sb=<0.5, As=0.17, Ba=21.7, Be=<0.1, Cr=1.2,Co=0.33, Fe=49.4 j, Mn=10, Mo=0.77, Ni=1.3, Se=<0.5, Tl=<0.1, V=4.3AB-17S (6.00-21.00): pH=6.6, Eh=119, B=24200, Cl-=14.7, Sr=2330,SO4=557, TDS=1180, Sb=<0.5, As=326, Ba=40.6, Be=0.1, Cr=0.62,Co=0.47, Fe=136000, Mn=23000, Mo=6, Ni=0.82, Se=<0.5, Tl=<0.1, V=6.9AB-18D (72.00-77.00): pH=5.8, Eh=284, B=<50, Cl-=1.8, Sr=195,SO4=5.1, TDS=90, Sb=0.1 j, As=0.51 B, Ba=37, Be=<0.1, Cr=<0.5,Co=0.15, Fe=53.1, Mn=133, Mo=1.1, Ni=2.2, Se=0.38 j, Tl=<0.1, V=2.4AB-18S (3.00-13.00): pH=7.4, Eh=25, B=2300, Cl-=8.2, Sr=3260,SO4=4.2, TDS=340, Sb=<5, As=2140, Ba=339, Be=<1, Cr=2.2 j,Co=0.2 j, Fe=4050, Mn=859, Mo=285, Ni=<5, Se=4.4 j, Tl=<1, V=5.4AB-20D (139.20-144.20): pH=8.9, Eh=225, B=39.2 j, Cl-=1.9, Sr=574,SO4=21.9, TDS=115, Sb=0.65, As=0.18, Ba=59, Be=<0.1, Cr=0.47 j,Co=0.066 j, Fe=69.6, Mn=7.2, Mo=4.9, Ni=0.55, Se=0.35 j, Tl=<0.1, V=0.49 BAB-20S (53.50-68.50): pH=7.0, Eh=433, B=48500 M6, Cl-=67, Sr=9770 M6,SO4=3370, TDS=6120 D6, Sb=30.9, As=53.7, Ba=30.2, Be=0.3, Cr=2.9,Co=568, Fe=235, Mn=8280 M6, Mo=3050, Ni=358, Se=636, Tl=28.2, V=136AB-21D (60.00-65.00): pH=5.8, Eh=216, B=<50, Cl-=8.6, Sr=623,SO4=27.1, TDS=179, Sb=<0.5, As=0.15 B, Ba=165, Be=<0.1, Cr=<0.5,Co=1.3, Fe=1090, Mn=143, Mo=1.3, Ni=2.1, Se=<0.5, Tl=<0.1, V=0.57AB-21S (13.00-28.00): pH=6.2, Eh=135, B=2920, Cl-=434, Sr=604,SO4=421, TDS=1480, Sb=<0.5, As=3640, Ba=45.2, Be=0.032 j, Cr=2,Co=2.3, Fe=395000, Mn=12600, Mo=1.2, Ni=7.5, Se=<10, Tl=0.11, V=0.4AL-1BR (122.00-127.00): pH=6.1, Eh=243, B=446, Cl-=158, Sr=2840,SO4=7.7, TDS=415, Sb=0.19 j, As=0.093 j, Ba=316, Be=0.01 j, Cr=2.6,Co=0.057 j, Fe=50.8, Mn=5, Mo=0.13 j, Ni=3.9, Se=<0.5, Tl=0.018 j, V=1.1AL-1D (79.60-84.60): pH=5.5, Eh=235, B=2340, Cl-=282, Sr=5020,SO4=14, TDS=603, Sb=0.34 j, As=0.11, Ba=770, Be=0.024 j, Cr=1.6,Co=0.26, Fe=76.1, Mn=25.5, Mo=0.11 j, Ni=2.7, Se=<0.5, Tl=<0.1, V=0.82AL-1S (31.50-46.50): pH=4.4, Eh=820, B=4480, Cl-=231, Sr=2280,SO4=77.6, TDS=510, Sb=0.17 j, As=1.6, Ba=84.1, Be=5.3, Cr=4.3,Co=5.7, Fe=261, Mn=2250, Mo=<0.5, Ni=2.6, Se=0.55, Tl=0.19, V=0.98AL-2BRL (UNK-UNK): pH=8.3, Eh=205, B=1810, Cl-=NA, Sr=NA,SO4=183, TDS=NA, Sb=NA, As=NA, Ba=NA, Be=NA, Cr=NA,Co=NA, Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Tl=NA, V=NAAL-2BR (203.60-208.60): pH=6.8, Eh=247, B=2650, Cl-=1.1, Sr=2570,SO4=193, TDS=413, Sb=0.67, As=0.28, Ba=148, Be=<0.1, Cr=3.4,Co=1.1, Fe=125, Mn=95.4, Mo=7.3, Ni=4, Se=15.9, Tl=<0.1, V=2.9AL-2S (111.70-127.70): pH=5.2, Eh=436, B=9620, Cl-=1.6, Sr=5750,SO4=1480, TDS=1950, Sb=0.2 j, As=0.2, Ba=44, Be=1.1, Cr=6.4,Co=0.27, Fe=237, Mn=137, Mo=0.18 j, Ni=9.8, Se=77.9, Tl=<0.1, V=1.4AL-2D (152.00-157.00): pH=5.6, Eh=420, B=9720, Cl-=2.6, Sr=9290,SO4=914, TDS=1480, Sb=0.26 j, As=0.3, Ba=51.4, Be=0.052 j, Cr=5.8,Co=4, Fe=394, Mn=468, Mo=1.6, Ni=22.6, Se=109, Tl=0.068 j, V=1.2AL-3D (178.50-183.50): pH=6.6, Eh=215, B=4860, Cl-=3, Sr=2700,SO4=431, TDS=744, Sb=0.89, As=0.33, Ba=81.9, Be=<0.1, Cr=3.5,Co=0.63, Fe=444, Mn=110, Mo=2.2, Ni=5.9, Se=43.8, Tl=<0.1, V=0.81 BAL-3S (96.80-117.60): pH=8.4, Eh=357, B=67400, Cl-=24, Sr=14100,SO4=2840, TDS=4550, Sb=21.6, As=241, Ba=27, Be=0.036 j, Cr=1.2,Co=0.21, Fe=159, Mn=101, Mo=40000, Ni=0.95, Se=58.7, Tl=3.7, V=241AL-3BR (228.50-233.50): pH=10.8, Eh=59, B=775, Cl-=2.3, Sr=1010,SO4=157, TDS=377, Sb=0.2 j, As=0.9, Ba=90.6, Be=<0.1, Cr=4.4,Co=0.065 j, Fe=50.1, Mn=8.3, Mo=5.7, Ni=2.9, Se=1.7, Tl=<0.1, V=1AL-4BR (179.00-184.00): pH=6.7, Eh=316, B=7120, Cl-=1.6, Sr=2240,SO4=166, TDS=348, Sb=0.1 j, As=0.1, Ba=124, Be=0.039 j, Cr=4.6,Co=0.16, Fe=54.9, Mn=4 j, Mo=0.21 j, Ni=5.6, Se=5.8, Tl=0.026 j, V=3BG-1BRA (84.00-89.00): pH=7.0, Eh=305, B=<50, Cl-=3.6, Sr=202,SO4=8.2, TDS=147, Sb=0.23 j, As=0.43, Ba=345, Be=<0.1, Cr=1.8,Co=0.19, Fe=41.2 j, Mn=26.6, Mo=2.5, Ni=2, Se=0.36 j, Tl=<0.1, V=17.2BG-1S (5.20-15.20): pH=5.4, Eh=433, B=33.8 j, Cl-=5, Sr=87,SO4=12.6, TDS=56 D6, Sb=<0.5, As=0.045 j, Ba=30.2, Be=0.034 j, Cr=<0.5,Co=<0.1, Fe=383, Mn=21.5, Mo=<0.5, Ni=<0.5, Se=<0.5 2g, Tl=0.022 j, V=<0.3BG-1D (35.00-40.00): pH=6.1, Eh=373, B=<50, Cl-=3.3, Sr=656,SO4=11, TDS=113, Sb=<0.5, As=0.18, Ba=116, Be=<0.1, Cr=2.1,Co=0.6, Fe=<50, Mn=23.8, Mo=0.31 j, Ni=7.9, Se=2.4, Tl=<0.1, V=3.6BG-2BR (50.00-55.00): pH=6.8, Eh=370, B=<50, Cl-=2.3, Sr=237,SO4=2.1, TDS=141, Sb=<0.5, As=0.24, Ba=436, Be=<0.1, Cr=7.9,Co=0.31, Fe=198, Mn=8.3, Mo=0.2 j, Ni=1.6, Se=0.31 j, Tl=<0.1, V=15.3BG-2S (5.80-15.80): pH=6.3, Eh=329, B=<50, Cl-=2.1, Sr=210,SO4=5.5, TDS=96, Sb=<0.5, As=0.17, Ba=336, Be=0.024 j, Cr=5.9,Co=0.089 j, Fe=183, Mn=<5, Mo=0.13 j, Ni=4.4, Se=<0.5, Tl=<0.1, V=9.9BG-3BR (105.00-110.00): pH=6.6, Eh=304, B=<50, Cl-=2.8, Sr=181,SO4=12.6, TDS=169, Sb=0.42 j, As=0.41, Ba=56.9, Be=<0.1, Cr=24.2,Co=0.95, Fe=382, Mn=12.7, Mo=3, Ni=20.8, Se=<0.5, Tl=<0.1, V=16BG-3D (59.00-64.00): pH=6.5, Eh=323, B=<50, Cl-=2.9, Sr=170,SO4=12.5, TDS=154, Sb=<0.5, As=0.38, Ba=811, Be=0.013 j, Cr=6,Co=0.12, Fe=59.8, Mn=5.1, Mo=0.26 j, Ni=5.9, Se=<0.5, Tl=<0.1, V=25.6BG-3S (22.20-32.20): pH=6.2, Eh=378, B=<50, Cl-=2.6 M1, Sr=139,SO4=12.8, TDS=124, Sb=0.11 j, As=0.26, Ba=580, Be=0.018 j, Cr=18.6,Co=0.72, Fe=732, Mn=11.7, Mo=0.23 j, Ni=19.7, Se=<0.5, Tl=<0.1, V=9.2GWA-1D (119.00-124.00): pH=6.4, Eh=283, B=<50, Cl-=2.3, Sr=932,SO4=234, TDS=420, Sb=0.43 j, As=0.26 B, Ba=55.5, Be=0.02 j, Cr=0.75,Co=0.54, Fe=630, Mn=63.7, Mo=9.9, Ni=4.4, Se=<0.5, Tl=0.019 j, V=1.7GWA-1S (38.00-53.00): pH=5.2, Eh=410, B=<50, Cl-=3, Sr=35.2,SO4=7.2, TDS=57, Sb=0.14 j, As=0.12, Ba=44.1, Be=0.71, Cr=2.5,Co=1.1, Fe=163, Mn=53.3, Mo=<0.5, Ni=1.8, Se=1.2, Tl=0.016 j, V=0.55GWA-1BR (151.50-156.40): pH=6.3, Eh=325, B=<50, Cl-=3.3, Sr=283,SO4=52.1, TDS=171, Sb=0.12 j, As=0.12, Ba=36.4, Be=0.019 j, Cr=3.4,Co=0.98, Fe=52.5, Mn=5.6, Mo=0.12 j, Ni=0.57, Se=0.4 j, Tl=<0.1, V=4.5GWA-2DA (94.00-99.00): pH=10.0, Eh=-66, B=<50, Cl-=3.2, Sr=378,SO4=32.2, TDS=142, Sb=0.2 j, As=0.57 B, Ba=32.2, Be=0.014 j, Cr=0.84,Co=0.087 j, Fe=75.6, Mn=6.4, Mo=2.3, Ni=0.45 j, Se=0.52, Tl=0.022 j, V=6.2GWA-2S (13.50-29.50): pH=4.8, Eh=377, B=<50, Cl-=1.3, Sr=34,SO4=57.4, TDS=81, Sb=0.32 j, As=0.12, Ba=92.1, Be=0.25, Cr=2.5,Co=0.2, Fe=35.2 j, Mn=45.7, Mo=<0.5, Ni=4.4, Se=1.3, Tl=0.17, V=0.25 jGWA-3S (3.00-13.00): pH=5.7, Eh=402, B=<50, Cl-=2.3, Sr=51.3,SO4=0.67 j, TDS=82, Sb=<0.5, As=0.067 j, Ba=38.8, Be=0.047 j, Cr=0.47 j,Co=0.018 j, Fe=53.9, Mn=2.9 j, Mo=0.37 j, Ni=0.57, Se=<0.5, Tl=<0.1, V=0.9GWA-3D (36.00-41.00): pH=5.3, Eh=455, B=<50, Cl-=2.2, Sr=81.2,SO4=2.6, TDS=80, Sb=<0.5, As=0.14 B, Ba=38.1, Be=0.012 j, Cr=0.53,Co=0.88, Fe=135, Mn=186, Mo=2.7, Ni=3, Se=<0.5, Tl=<0.1, V=1.7GWA-4S (49.20-64.20): pH=5.6, Eh=496, B=<50, Cl-=3.9, Sr=42.2,SO4=<1, TDS=64 D6, Sb=<0.5, As=0.082 j, Ba=39.7, Be=0.043 j, Cr=1.4,Co=0.14, Fe=517, Mn=15.6, Mo=0.11 j, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.82GWA-4D (81.00-86.00): pH=8.1, Eh=95, B=<50, Cl-=3.5, Sr=153,SO4=11.3, TDS=181, Sb=<0.5, As=1.1, Ba=30, Be=<0.1, Cr=0.15 j,Co=0.089 j, Fe=44.1 j, Mn=141, Mo=4.8, Ni=0.62, Se=<0.5, Tl=<0.1, V=0.76GWA-5S (24.50-34.50): pH=5.8, Eh=545, B=<50, Cl-=1.2, Sr=67.6,SO4=1.1, TDS=45, Sb=0.1 j, As=0.21, Ba=23.4, Be=0.022 j, Cr=1.5,Co=0.21, Fe=216, Mn=16.1, Mo=0.22 j, Ni=1.8, Se=<0.5, Tl=<0.1, V=1.4GWA-5D (43.50-48.50): pH=5.9, Eh=383, B=<50, Cl-=1.4, Sr=81.4,SO4=2.4, TDS=41, Sb=<0.5, As=0.099 j, Ba=16.7, Be=0.049 j, Cr=0.59,Co=<0.1, Fe=<50, Mn=<5, Mo=0.35 j, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.6GWA-6S (37.70-47.70): pH=5.8, Eh=414, B=<50, Cl-=3.3, Sr=60.2,SO4=<1, TDS=48 D6, Sb=<0.5, As=0.096 j,B, Ba=65.5, Be=0.1, Cr=0.58,Co=0.11, Fe=305, Mn=16.6, Mo=<0.5, Ni=0.57, Se=<0.5 1g, Tl=<0.1, V=0.68GWA-6D (102.00-107.00): pH=6.2, Eh=321, B=<50, Cl-=3.3, Sr=277,SO4=7, TDS=76, Sb=<0.5, As=0.18 B, Ba=29.3, Be=<0.1, Cr=0.6,Co=0.26, Fe=<50, Mn=8.6, Mo=0.61, Ni=0.85, Se=<0.5, Tl=<0.1, V=1.5GWA-7S (9.00-19.00): pH=5.7, Eh=266, B=<50, Cl-=5.1, Sr=160,SO4=5.9, TDS=92, Sb=<0.5, As=0.42 B, Ba=150, Be=0.01 j, Cr=2.6,Co=4.9, Fe=2600, Mn=231, Mo=0.85, Ni=2.3, Se=<0.5, Tl=<0.1, V=1.1GWA-7D (25.50-30.50): pH=6.2, Eh=211, B=<50, Cl-=2.7, Sr=210,SO4=9.2, TDS=126, Sb=0.25 j, As=0.26 j,B, Ba=363, Be=<0.5, Cr=4.9,Co=0.12, Fe=38.5 j, Mn=3 j, Mo=0.69, Ni=3.9, Se=0.36 j, Tl=0.016 j, V=4.1GWA-8S (23.00-38.00): pH=6.2, Eh=364, B=<50, Cl-=4.5, Sr=171,SO4=0.9 j, TDS=54 D6, Sb=<0.5, As=0.059 j, Ba=22.2, Be=0.02 j, Cr=1,Co=0.057 j, Fe=252, Mn=4.5 j, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=3.5GWA-8D (56.00-61.00): pH=6.2, Eh=333, B=<50, Cl-=2.8, Sr=183,SO4=0.88 j, TDS=73, Sb=<0.5, As=0.22, Ba=30.9, Be=<0.1, Cr=0.63 B,Co=0.069 j, Fe=94.9, Mn=10.9, Mo=0.29 j, Ni=0.51, Se=<0.5, Tl=<0.1, V=3.9GWA-9BR (84.00-89.00): pH=6.6, Eh=318, B=<50, Cl-=4.2, Sr=54.1,SO4=<1, TDS=104, Sb=<0.5, As=0.058 j, Ba=16.3, Be=<0.1, Cr=0.9,Co=0.019 j, Fe=30.4 j, Mn=3.7 j, Mo=0.5, Ni=2.9, Se=<0.5, Tl=<0.1, V=3.6MW-13S (5.88-20.88): pH=6.2, Eh=342, B=<50, Cl-=4.3, Sr=66,SO4=0.47, TDS=74, Sb=<1, As=<1, Ba=42, Be=<1, Cr=<5,Co=<1, Fe=363, Mn=7, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=5.52MW-13D (43.55-48.55): pH=5.8, Eh=270, B=<50, Cl-=4.6, Sr=74,SO4=0.6, TDS=81, Sb=<1, As=<1, Ba=49, Be=<1, Cr=<5,Co=<1, Fe=<10, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=5.42GWA-10S (5.00-20.00): pH=5.5, Eh=323, B=<50, Cl-=1.7, Sr=702,SO4=43.4, TDS=118, Sb=<0.5, As=0.29 B, Ba=50, Be=0.089 j, Cr=2,Co=0.2, Fe=299, Mn=68.8, Mo=0.22 j, Ni=3, Se=2, Tl=<0.1, V=3.3GWA-10D (113.50-118.00): pH=6.8, Eh=138, B=<50, Cl-=1.4, Sr=1900,SO4=208, TDS=414, Sb=<0.5, As=0.069 j,B, Ba=78.8, Be=<0.1, Cr=0.1 j,Co=0.25, Fe=592, Mn=19.2, Mo=0.44 j, Ni=0.56, Se=<0.5, Tl=<0.1, V=1GWA-11BR (150.00-155.00): pH=8.8, Eh=86, B=31.7 j, Cl-=3.6, Sr=567,SO4=39.7, TDS=176, Sb=2.7, As=0.16, Ba=43.8, Be=0.057 j, Cr=0.95,Co=0.062 j, Fe=74.8, Mn=17.5, Mo=1.7, Ni=0.82, Se=0.38 j, Tl=<0.1, V=2.9GWA-11D (110.00-115.00): pH=5.7, Eh=399, B=1010, Cl-=4.3, Sr=1670,SO4=104, TDS=273, Sb=<0.5, As=0.066 j, Ba=121, Be=0.042 j, Cr=2.8,Co=0.12, Fe=98, Mn=35.1, Mo=0.34 j, Ni=1.2, Se=10.3, Tl=<0.1, V=2.2GWA-11S (40.00-55.00): pH=6.4, Eh=291, B=2880, Cl-=4.2, Sr=1190,SO4=245, TDS=511, Sb=<0.5, As=0.15, Ba=63.8, Be=0.19, Cr=2.3,Co=0.35, Fe=496, Mn=18.8, Mo=<0.5, Ni=2.8, Se=20.9, Tl=<0.1, V=0.89 BGWA-15S (20.80-35.80): pH=5.6, Eh=399, B=1520, Cl-=157, Sr=1700,SO4=91, TDS=542, Sb=<0.5, As=0.13, Ba=170, Be=0.15, Cr=1.5, Co=1.9,Fe=192, Mn=578, Mo=1.2, Ni=3.1, Se=7.3, Tl=0.015 j, V=0.44GWA-12D (88.00-93.00): pH=10.1, Eh=173, B=<50, Cl-=2.7, Sr=294,SO4=13.6, TDS=146, Sb=0.17 j, As=1.3, Ba=36.6, Be=0.038 j, Cr=<0.5,Co=0.25, Fe=96.3, Mn=<5, Mo=42.2, Ni=1, Se=0.44 j, Tl=0.048 j, V=1.8GWA-12S (10.00-25.00): pH=5.4, Eh=299, B=<50, Cl-=2.2, Sr=10.1,SO4=3.4, TDS=32, Sb=0.1 j, As=0.082 j,B, Ba=44, Be=0.076 j, Cr=0.28 j,Co=0.66, Fe=47.4 j, Mn=22.1, Mo=<0.5, Ni=1.8, Se=<0.5, Tl=0.081 j, V=0.12 jGWA-13S (14.50-29.50): pH=5.3, Eh=328, B=<50, Cl-=1.6, Sr=6.6,SO4=1.2, TDS=28, Sb=<0.5, As=0.056 j, Ba=91.6, Be=0.045 j, Cr=1.2,Co=0.31, Fe=57.6, Mn=138, Mo=<0.5, Ni=4.6, Se=<0.5, Tl=0.052 j, V=<0.3GWA-13DA (133.50-138.50): pH=9.0, Eh=223, B=<50, Cl-=2.7, Sr=95,SO4=3.5, TDS=127, Sb=2.3, As=1.4, Ba=8.3, Be=<0.1, Cr=1.4,Co=0.04 j, Fe=41.7 j, Mn=2.7 j, Mo=2.4, Ni=1.2, Se=0.43 j, Tl=<0.1, V=9.2GWA-14S (35.00-50.00): pH=5.3, Eh=404, B=<50, Cl-=1.2, Sr=16.2,SO4=<1, TDS=38, Sb=0.19 j, As=0.13 B, Ba=44.7, Be=0.092 j, Cr=1.2,Co=1.3, Fe=1190, Mn=135, Mo=0.18 j, Ni=0.45 j, Se=<0.5, Tl=0.049 j, V=1.6GWA-14D (104.50-109.50): pH=6.9, Eh=331, B=<50, Cl-=2.1, Sr=80.6,SO4=2.7, TDS=96, Sb=0.6, As=0.83, Ba=25.9, Be=0.063 j, Cr=1.3,Co=0.34, Fe=144, Mn=22, Mo=1.2, Ni=0.91, Se=0.8, Tl=0.063 j, V=4MR1 (UNK-UNK): pH=6.4, Eh=889, B=<500, Cl-=7.2, Sr=28,SO4=11, TDS=58, Sb=0.29, As=<1, Ba=13, Be=<1, Cr=<10,Co=<1, Fe=28, Mn=NA, Mo=0.11, Ni=<2, Se=<1, Tl=<1, V=<5MR10 (UNK-UNK): pH=6.0, Eh=376, B=<5, Cl-=2.4, Sr=59,SO4=<2, TDS=65, Sb=<0.5, As=<0.5, Ba=38.8, Be=<0.2, Cr=0.99,Co=<0.5, Fe=260, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.5MR11 (UNK-UNK): pH=6.5, Eh=608, B=<5, Cl-=1.3, Sr=78.2,SO4=2, TDS=71, Sb=<0.5, As=<0.5, Ba=48.5, Be=<0.2, Cr=0.87,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1MR12 (UNK-UNK): pH=6.8, Eh=335, B=<130, Cl-=2.3, Sr=99,SO4=<1, TDS=93, Sb=<1, As=2.9, Ba=34, Be=<2, Cr=<25, Co=<25,Fe=330, Mn=NA, Mo=0.088, Ni=10, Se=<5, Tl=<0.5, V=12MR13 (UNK-UNK): pH=7.1, Eh=322, B=<5, Cl-=1.1, Sr=353,SO4=8.4, TDS=85, Sb=<0.5, As=<0.5, Ba=32.1, Be=<0.2, Cr=0.56,Co=<0.5, Fe=<50, Mn=0.79, Mo=4.7, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.8MR14 (UNK-UNK): pH=6.0, Eh=505, B=<5, Cl-=2.3, Sr=85.3,SO4=<2, TDS=38, Sb=<0.5, As=<0.5, Ba=49.5, Be=<0.2, Cr=0.82,Co=<0.5, Fe=<50, Mn=1.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.1MR16 (UNK-UNK): pH=7.3, Eh=107, B=<5, Cl-=10.2, Sr=101,SO4=18.7, TDS=140, Sb=<0.5, As=<0.5, Ba=86.5, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=718, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<1MR17 (UNK-UNK): pH=6.7, Eh=424, B=<5, Cl-=1.3, Sr=189,SO4=<2, TDS=46, Sb=<0.5, As=<0.5, Ba=10.6, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.6MR18 (UNK-UNK): pH=6.4, Eh=461, B=<5, Cl-=3.5, Sr=201,SO4=2.8, TDS=82, Sb=<0.5, As=<0.5, Ba=17, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.8MR20 (UNK-UNK): pH=6.9, Eh=365, B=<5, Cl-=3.1, Sr=132,SO4=2.2, TDS=107, Sb=<0.5, As=<0.5, Ba=14, Be=<0.2, Cr=0.96,Co=<0.5, Fe=<50, Mn=NA, Mo=2.2, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.8MR21 (UNK-UNK): pH=5.4, Eh=561, B=<5, Cl-=4.1, Sr=9.7,SO4=<2, TDS=26, Sb=<0.5, As=<0.5, Ba=74.6, Be=<0.2, Cr=<0.5,Co=0.75, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.66, Se=<0.5, Tl=<0.1, V=<1MR22 (UNK-UNK): pH=5.7, Eh=493, B=<5, Cl-=2.3, Sr=34.1,SO4=<2, TDS=55, Sb=<0.5, As=<0.5, Ba=79.3, Be=<0.2, Cr=0.91,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.55, Se=<0.5, Tl=<0.1, V=<1MR23 (UNK-UNK): pH=6.0, Eh=322, B=<5, Cl-=27.6, Sr=278,SO4=2.7, TDS=194, Sb=<0.5, As=<0.5, Ba=121, Be=<0.2, Cr=1.5,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.6MR25 (UNK-UNK): pH=6.1, Eh=283, B=<5, Cl-=6.5, Sr=110,SO4=3.1, TDS=108, Sb=<0.5, As=<0.5, Ba=53.8, Be=<0.2, Cr=1.1,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2MR26 (UNK-UNK): pH=6.2, Eh=321, B=<5, Cl-=3, Sr=149,SO4=2, TDS=66, Sb=<0.5, As=<0.5, Ba=52, Be=<0.2, Cr=1.4,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.9MR29 (UNK-UNK): pH=6.3, Eh=587, B=<5, Cl-=1.5, Sr=106,SO4=<2, TDS=59, Sb=<0.5, As=<0.5, Ba=37, Be=<0.2, Cr=2.9,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.69, Se=<0.5, Tl=<0.1, V=2.9MR31 (UNK-UNK): pH=6.5, Eh=324, B=<5, Cl-=1.6, Sr=46,SO4=<2, TDS=68, Sb=<0.5, As=<0.5, Ba=23.3, Be=<0.2, Cr=1.5,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=4.7MR32 (UNK-UNK): pH=6.4, Eh=326, B=<5, Cl-=5.7, Sr=99.6,SO4=<2, TDS=74, Sb=<0.5, As=<0.5, Ba=107, Be=<0.2, Cr=0.88,Co=<0.5, Fe=428, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.2MR33 (UNK-UNK): pH=6.2, Eh=560, B=<5, Cl-=2.9, Sr=46.7,SO4=<2, TDS=57, Sb=<0.5, As=<0.5, Ba=26.7, Be=<0.2, Cr=1,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.7MR35 (UNK-UNK): pH=7.3, Eh=464, B=<5, Cl-=1.4, Sr=95,SO4=5, TDS=96, Sb=<0.5, As=<0.5, Ba=18, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=65.4, Mn=NA, Mo=1.3, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2MR36 (UNK-UNK): pH=8.7, Eh=166, B=<5, Cl-=2.7, Sr=<0.5,SO4=11.7, TDS=75, Sb=<0.5, As=<0.5, Ba=<0.3, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=105, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<1MR37 (UNK-UNK): pH=6.1, Eh=535, B=<5, Cl-=5.3, Sr=21.9,SO4=<2, TDS=2040, Sb=<0.5, As=<0.5, Ba=32.3, Be=<0.2, Cr=2.8,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<1MR38 (UNK-UNK): pH=5.8, Eh=510, B=<5, Cl-=1.5, Sr=36,SO4=<2, TDS=224, Sb=<0.5, As=<0.5, Ba=91.7, Be=0.21, Cr=1.7,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.51, Se=<0.5, Tl=<0.1, V=<1MR4 (UNK-UNK): pH=7.1, Eh=259, B=<25, Cl-=55, Sr=580,SO4=<1, TDS=200, Sb=<1, As=0.66, Ba=370, Be=0.19, Cr=<5,Co=0.36, Fe=1200, Mn=NA, Mo=<10, Ni=3.5, Se=0.3, Tl=<0.5, V=<5MR40 (UNK-UNK): pH=6.4, Eh=316, B=<5, Cl-=2.8, Sr=100,SO4=<2, TDS=97, Sb=<0.5, As=<0.5, Ba=17.4, Be=<0.2, Cr=0.56,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.5MR42 (UNK-UNK): pH=5.9, Eh=329, B=<5, Cl-=4.1, Sr=60.3,SO4=<2, TDS=47, Sb=<0.5, As=<0.5, Ba=35, Be=<0.2, Cr=0.96,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<1MR43 (UNK-UNK): pH=6.1, Eh=634, B=<5, Cl-=1.6, Sr=76.3,SO4=<2, TDS=90, Sb=<0.5, As=<0.5, Ba=43, Be=<0.2, Cr=4.8,Co=<0.5, Fe=190, Mn=NA, Mo=<0.5, Ni=1.2, Se=<0.5, Tl=<0.1, V=3.9SEE INSET A FOR CONTINUATIONINSET AMR2 Office (UNK-UNK): pH=6.3, Eh=316, B=<5, Cl-=1.1, Sr=378,SO4=3.4, TDS=92, Sb=<0.5, As=<0.5, Ba=90.2, Be=<0.2, Cr=<0.5,Co=<0.5, Fe=109, Mn=NA, Mo=2.1, Ni=3.2, Se=<0.5, Tl=<0.1, V=2.8MR30 (UNK-UNK): pH=6.4, Eh=NM, B=NA, Cl-=1, Sr=163,SO4=5, TDS=68, Sb=NA, As=0.39, Ba=30.5, Be=NA, Cr=3.22,Co=NA, Fe=27, Mn=NA, Mo=0.67, Ni=0.61, Se=0.43, Tl=NA, V=2.24MR44 (UNK-UNK): pH=6.2, Eh=388, B=5.1, Cl-=1.6, Sr=196,SO4=<2, TDS=93, Sb=<0.5, As=<0.5, Ba=33, Be=<0.2, Cr=1.2,Co=<0.5, Fe=327, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=5.1MR45 (UNK-UNK): pH=5.6, Eh=488, B=<5, Cl-=6.2, Sr=37.4,SO4=<2, TDS=65, Sb=<0.5, As=<0.5, Ba=127, Be=<0.2, Cr=1,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.97, Se=<0.5, Tl=<0.1, V=<1MR46 (UNK-UNK): pH=6.5, Eh=314, B=<5, Cl-=1.6, Sr=45.7,SO4=2.3, TDS=55, Sb=<0.5, As=<0.5, Ba=38.7, Be=<0.2, Cr=0.97,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.2MR47 (UNK-UNK): pH=6.1, Eh=318, B=<5, Cl-=1.1, Sr=129,SO4=<2, TDS=50, Sb=<0.5, As=<0.5, Ba=83.5, Be=<0.2, Cr=1.6,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.72, Se=<0.5, Tl=<0.1, V=1.7MR48 (UNK-UNK): pH=6.2, Eh=409, B=<5, Cl-=2.5, Sr=55.8,SO4=<2, TDS=49, Sb=<0.5, As=<0.5, Ba=58.4, Be=<0.2, Cr=1.4,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=0.52, Se=<0.5, Tl=<0.1, V=1.1MR6 (UNK-UNK): pH=6.2, Eh=421, B=<5, Cl-=4.7, Sr=291,SO4=<2, TDS=103, Sb=<0.5, As=<0.5, Ba=50.5, Be=<0.2, Cr=1,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.5MR8 (UNK-UNK): pH=6.4, Eh=412, B=<5, Cl-=2.2, Sr=44.1,SO4=2.6, TDS=98, Sb=<0.5, As=<0.5, Ba=14, Be=<0.2, Cr=0.81,Co=<0.5, Fe=<50, Mn=NA, Mo=1.9, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.4MR9 (UNK-UNK): pH=NM, Eh=NM, B=<5, Cl-=1, Sr=83.5,SO4=<2, TDS=83, Sb=<0.5, As=<0.5, Ba=17.6, Be=<0.2, Cr=0.92,Co=<0.5, Fe=<50, Mn=NA, Mo=<0.5, Ni=<0.5, Se=<0.5, Tl=<0.1, V=6.4MS-8 (20.00-30.00): pH=4.9, Eh=340, B=<50, Cl-=1.1, Sr=102,SO4=<1, TDS=68, Sb=<0.5, As=0.12 B, Ba=37.6, Be=0.052 j, Cr=4.8,Co=0.18, Fe=486, Mn=6.4, Mo=<0.5, Ni=1.6, Se=<0.5, Tl=<0.1, V=4.6MS-09 (40.00-50.00): pH=6.4, Eh=300, B=<50, Cl-=0.98 j, Sr=190,SO4=<1, TDS=71, Sb=0.18 j, As=0.17 B, Ba=41.8, Be=<0.1, Cr=2,Co=0.05 j, Fe=28.1 j, Mn=13, Mo=0.19 j, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.4MS-10 (13.34-23.34): pH=4.7, Eh=540, B=<50, Cl-=1.1, Sr=21.5,SO4=<1, TDS=<25, Sb=<0.5, As=0.053 j,B, Ba=140, Be=0.13, Cr=0.75,Co=0.52, Fe=41.7 j, Mn=20.6, Mo=<0.5, Ni=1.4, Se=<0.5, Tl=<0.1, V=0.29 jMS-11 (32.72-42.72): pH=4.5, Eh=332, B=<50, Cl-=2.8, Sr=88.4,SO4=3.6, TDS=47, Sb=<0.5, As=0.051 j,B, Ba=72.3, Be=0.052 j, Cr=2.4,Co=0.16, Fe=160, Mn=13.8, Mo=<0.5, Ni=1, Se=<0.5, Tl=0.019 j, V=0.29 jMS-12 (21.09-31.09): pH=4.6, Eh=518, B=<50, Cl-=3.4, Sr=32.5,SO4=<1, TDS=<25, Sb=<0.5, As=0.042 j,B, Ba=86.6, Be=0.18, Cr=2,Co=1.2, Fe=<50, Mn=14.9, Mo=<0.5, Ni=1.6, Se=<0.5, Tl=0.043 j, V=0.17 jMS-13 (31.52-41.52): pH=4.5, Eh=365, B=<50, Cl-=2.9, Sr=380,SO4=<1, TDS=56, Sb=<0.5, As=0.12 B, Ba=101, Be=0.25, Cr=0.3 j,Co=0.032 j, Fe=26.5 j, Mn=9.6, Mo=<0.5, Ni=<0.5, Se=0.36 j, Tl=<0.1, V=0.48MS-14 (34.38-44.38): pH=5.9, Eh=390, B=<50, Cl-=0.86 j, Sr=398,SO4=<1, TDS=57, Sb=<0.5, As=0.2 B, Ba=46.3, Be=<0.1, Cr=0.99,Co=0.027 j, Fe=<50, Mn=<5, Mo=<0.5, Ni=1.4, Se=<0.5, Tl=<0.1, V=2.4MS-15 (53.08-63.08): pH=6.5, Eh=352, B=<50, Cl-=2.1, Sr=492,SO4=0.95 j, TDS=103, Sb=0.41 j, As=0.12 B, Ba=126, Be=<0.1, Cr=16.5,Co=<0.1, Fe=<50, Mn=<5, Mo=0.55, Ni=2.3, Se=0.33 j, Tl=<0.1, V=5MS-16 (27.46-37.46): pH=5.9, Eh=403, B=<50, Cl-=1.4, Sr=310,SO4=<1, TDS=85, Sb=<0.5, As=0.11 B, Ba=94.6, Be=0.025 j, Cr=3.4,Co=0.12, Fe=282, Mn=6.5, Mo=0.26 j, Ni=1.7, Se=<0.5, Tl=<0.1, V=4.1MW-1 (67.10-77.10): pH=5.4, Eh=346, B=212, Cl-=139, Sr=2330,SO4=15.3, TDS=304, Sb=<0.5, As=0.085 j, Ba=330, Be=0.2, Cr=4.6,Co=0.062 j, Fe=<50, Mn=22.2, Mo=<0.5, Ni=2.7, Se=0.98, Tl=0.027 j, V=0.94MW-3 (15.90-25.90): pH=4.9, Eh=436, B=<50, Cl-=10.1, Sr=65.4,SO4=<1, TDS=37, Sb=<0.5, As=0.053 j,B, Ba=298, Be=0.58, Cr=1.4,Co=8.5, Fe=90.4, Mn=52.9, Mo=<0.5, Ni=2.3, Se=<0.5, Tl=0.071 j, V=0.26 jMW-4 (37.40-47.40): pH=5.4, Eh=355, B=<50, Cl-=2, Sr=100,SO4=0.12, TDS=36, Sb=<1, As=<1, Ba=51, Be=<1, Cr=<5,Co=<1, Fe=100, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=1.15MW-4D (55.50-60.50): pH=6.1, Eh=359, B=<50, Cl-=1.5, Sr=196,SO4=1.5, TDS=65, Sb=<1, As=<1, Ba=41, Be=<1, Cr=<5,Co=<1, Fe=<10, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=2.78MW-05 (18.00-28.00): pH=5.4, Eh=446, B=<50, Cl-=2.4, Sr=138,SO4=<1, TDS=26, Sb=<0.5, As=0.15, Ba=46.6, Be=0.3, Cr=0.56,Co=3.9, Fe=276, Mn=167, Mo=<0.5, Ni=0.99, Se=<0.5, Tl=<0.1, V=0.79 BMW-6S (14.88-24.88): pH=5.4, Eh=371, B=1360, Cl-=52.4, Sr=40,SO4=52.7, TDS=179, Sb=0.15 j, As=0.76, Ba=54.1, Be=0.65 M1,R1, Cr=1.6,Co=55.8, Fe=133, Mn=2700, Mo=<0.5, Ni=4.5, Se=<0.5, Tl=0.19, V=0.16 jMW-6D (82.53-87.53): pH=5.8, Eh=378, B=124, Cl-=122, Sr=1520,SO4=5.5, TDS=297, Sb=0.13 j, As=0.075 j,B, Ba=287, Be=0.029 j, Cr=0.36 j,Co=0.13, Fe=146, Mn=6.4, Mo=0.12 j, Ni=1.6, Se=<0.5, Tl=0.018 j, V=0.42MW-7S (10.60-20.60): pH=4.3, Eh=471, B=5130, Cl-=201, Sr=459,SO4=99.3, TDS=574, Sb=<0.5, As=3.3, Ba=84.9, Be=1.3, Cr=52.1,Co=50.9, Fe=169, Mn=4950, Mo=0.92, Ni=25.7, Se=19.4, Tl=0.48, V=0.17 j,BMW-7D (61.44-66.44): pH=7.2, Eh=90, B=291, Cl-=106, Sr=1320,SO4=73.5, TDS=460, Sb=<0.5, As=0.15, Ba=73.2, Be=0.025 j, Cr=<0.5,Co=0.018 j, Fe=884, Mn=692, Mo=0.35 j, Ni=<0.5, Se=<0.5, Tl=<0.1, V=<0.3MW-8D (92.70-97.70): pH=6.8, Eh=-66, B=239, Cl-=8.3 M1, Sr=1540,SO4=108, TDS=341, Sb=<0.5, As=0.091 j, Ba=11.7, Be=0.11, Cr=0.16 j,Co=0.35, Fe=863, Mn=114, Mo=0.15 j, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.14 j,BMW-8S (17.12-27.12): pH=6.5, Eh=218, B=236, Cl-=2.4, Sr=1550,SO4=40.1, TDS=474, Sb=<0.5, As=0.28, Ba=139, Be=<0.1, Cr=0.34 j,Co=1.2, Fe=845, Mn=4780, Mo=0.85, Ni=2.2, Se=0.54, Tl=<0.1, V=0.74 BMW-9D (90.20-95.20): pH=5.7, Eh=77, B=455, Cl-=6.6, Sr=1190,SO4=171, TDS=324, Sb=<0.5, As=0.12 B, Ba=91.2, Be=0.064 j, Cr=<0.5,Co=1.2, Fe=<50, Mn=947, Mo=<0.5, Ni=3.8, Se=<0.5, Tl=0.018 j, V=0.49MW-9S (20.78-30.78): pH=6.7, Eh=329, B=<50, Cl-=14.7, Sr=1070,SO4=54.9, TDS=375, Sb=<0.5, As=0.11 B, Ba=272, Be=<0.1, Cr=<0.5,Co=0.078 j, Fe=<50, Mn=<5, Mo=0.27 j, Ni=<0.5, Se=<0.5, Tl=0.12, V=1.8MW-10D (82.47-87.47): pH=6.4, Eh=311, B=<50, Cl-=1.5, Sr=103,SO4=4.1, TDS=66, Sb=<1, As=<1, Ba=19, Be=<1, Cr=<5,Co=<1, Fe=31, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=3.18MW-10S (14.21-29.21): pH=4.9, Eh=359, B=<50, Cl-=1, Sr=<5,SO4=<0.1, TDS=<25, Sb=<1, As=<1, Ba=44, Be=<1, Cr=<5,Co=<1, Fe=22, Mn=8, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=<0.3MW-11D (88.10-93.10): pH=6.5, Eh=368, B=<50, Cl-=2.1, Sr=95,SO4=0.67, TDS=57, Sb=<1, As=<1, Ba=58, Be=<1, Cr=9,Co=<1, Fe=79, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=15.3MW-11S (39.12-54.12): pH=5.9, Eh=390, B=<50, Cl-=2.9, Sr=74,SO4=0.3, TDS=44, Sb=<1, As=<1, Ba=55, Be=<1, Cr=6,Co=<1, Fe=27, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=2.48MW-12S (10.10-25.10): pH=4.7, Eh=222, B=<50, Cl-=1.2, Sr=49,SO4=1, TDS=26, Sb=<1, As=<1, Ba=52, Be=<1, Cr=<5,Co=<1, Fe=19, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=0.614MW-12D (93.30-98.30): pH=6.0, Eh=348, B=<50, Cl-=1.1, Sr=169,SO4=4.8, TDS=64, Sb=<1, As=<1, Ba=18, Be=<1, Cr=<5,Co=<1, Fe=44, Mn=<5, Mo=<1, Ni=<5, Se=<1, Tl=<0.2, V=0.834MW-14S (31.87-46.87): pH=5.2, Eh=394, B=2340, Cl-=140, Sr=2270,SO4=290, TDS=550, Sb=<1, As=<1, Ba=29, Be=<1, Cr=<5,Co=4.86, Fe=389, Mn=32, Mo=<1, Ni=48, Se=6.06, Tl=<0.2, V=1.78MW-14D (57.60-62.60): pH=5.5, Eh=371, B=2140, Cl-=58, Sr=2120,SO4=200, TDS=380, Sb=<1, As=<1, Ba=35, Be=<1, Cr=<5,Co=1.95, Fe=34, Mn=42, Mo=<1, Ni=21, Se=3.07, Tl=<0.2, V=0.374MW-14BR (99.00-104.00): pH=6.2, Eh=263, B=53.7, Cl-=39.6, Sr=593,SO4=9.6, TDS=173, Sb=0.43 j, As=0.17, Ba=31.6, Be=<0.1, Cr=0.39 j,Co=0.05 j, Fe=69.8, Mn=4.3 j, Mo=0.33 j, Ni=0.8, Se=1.4, Tl=<0.1, V=3.4OB-1 (Ash Basin) (39.70-55.50): pH=5.4, Eh=453, B=1740, Cl-=238, Sr=3190,SO4=10.5, TDS=628, Sb=0.16 j, As=0.046 j, Ba=1010, Be=0.16, Cr=7.7,Co=0.095 j, Fe=34.6 j, Mn=16.3, Mo=0.23 j, Ni=8.3, Se=0.44 j, Tl=<0.1, V=0.5 BOB-01 (Dry Ash Landfill) (53.20-63.20): pH=NM, Eh=NM, B=NA, Cl-=NA, Sr=NA,SO4=NA, TDS=NA, Sb=NA, As=NA, Ba=NA, Be=NA, Cr=NA,Co=NA, Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Tl=NA, V=NAOB-2 (102.50-117.50): pH=NM, Eh=NM, B=NA, Cl-=NA, Sr=NA,SO4=NA, TDS=NA, Sb=NA, As=NA, Ba=NA, Be=NA, Cr=NA,Co=NA, Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Tl=NA, V=NAOB-3 (39.00-54.00): pH=NM, Eh=NM, B=NA, Cl-=NA, Sr=NA,SO4=NA, TDS=NA, Sb=NA, As=NA, Ba=NA, Be=NA, Cr=NA,Co=NA, Fe=NA, Mn=NA, Mo=NA, Ni=NA, Se=NA, Tl=NA, V=NACCR-1D (85.89-90.89): pH=8.7, Eh=310, Sb=<0.5, As=0.4, Ba=11.9,Be=0.032 j, B=<50, Cd=<0.08, Cl-=1.4, Cr=0.11 j, Co=0.02 j, Mo=0.8,Se=<0.5, SO4=2, Tl=0.028 j, TDS=58CCR-1S (22.91-37.91): pH=5.4, Eh=379, Sb=<0.5, As=0.41, Ba=106,Be=0.38, B=<50, Cd=<0.08, Cl-=4.1, Cr=0.97, Co=3.5, Mo=0.13 j,Se=<0.5, SO4=1.1, Tl=0.044 j, TDS=57CCR-2D (76.96-81.96): pH=5.5, Eh=478, Sb=<0.5, As=0.066 j, Ba=31.2,Be=0.097 j, B=134, Cd=<0.08, Cl-=5.4, Cr=1.1, Co=0.054 j, Mo=<0.5,Se=<0.5, SO4=6, Tl=<0.1, TDS=38CCR-2S (19.75-34.75): pH=5.2, Eh=295, Sb=<0.5, As=0.093 j, Ba=62.6,Be=0.13, B=123, Cd=0.085, Cl-=6.9, Cr=0.14 j, Co=7.5, Mo=<0.5,Se=<0.5, SO4=12.4, Tl=0.12, TDS=29CCR-3S (21.23-36.23): pH=4.8, Eh=414, Sb=<0.5, As=<0.1, Ba=34.1,Be=0.13, B=<50, Cd=<0.08, Cl-=3.5, Cr=0.82, Co=0.24, Mo=<0.5,Se=<0.5, SO4=<1, Tl=0.035 j, TDS=<25CCR-3D (96.36-101.36): pH=6.3, Eh=156, Sb=<0.5, As=0.058 j, Ba=39.6,Be=<0.1, B=<50, Cd=<0.08, Cl-=1.2, Cr=0.14 j, Co=<0.1, Mo=0.26 j,Se=0.46 j, SO4=97, Tl=<0.1, TDS=215CCR-04S (20.24-35.24): pH=4.5, Eh=346, Sb=<0.5, As=0.46, Ba=99,Be=0.6, B=243, Cd=0.71, Cl-=9.2, Cr=0.2 j, Co=90.1, Mo=<0.5,Se=1.2, SO4=120, Tl=0.61, TDS=187CCR-4D (100.25-105.25): pH=6.6, Eh=345, Sb=<0.5, As=0.14, Ba=53.2,Be=<0.1, B=<50, Cd=<0.08, Cl-=0.86 j, Cr=0.81, Co=1.8, Mo=0.59,Se=0.35 j, SO4=75.9, Tl=<0.1, TDS=185CCR-5S (18.34-33.34): pH=6.4, Eh=107, Sb=<0.5, As=1.1, Ba=103,Be=0.091 j, B=112, Cd=<0.08, Cl-=12.1, Cr=0.37 j, Co=0.84, Mo=0.5j, Se=<0.5, SO4=69, Tl=<0.1, TDS=246CCR-5D (80.14-85.14): pH=6.5, Eh=93, Sb=<0.5, As=0.51, Ba=67.3,Be=0.047 j, B=<50, Cd=<0.08, Cl-=3.3, Cr=0.39 j, Co=0.47, Mo=0.69,Se=<0.5, SO4=37, Tl=<0.1, TDS=160CCR-9D (95.46-100.46): pH=12.3, Eh=136, Sb=1.7, As=0.13,Ba=338, Be=<, B=<, Cd=<, Cl-=3.4, Cr=15.5, Co=1.4, Mo=4.5,Se=0.34 j, SO4=6.7, Tl=0.55, TDS=<CCR-9S (30.20-45.20): pH=4.2, Eh=724, Sb=<0.5, As=1.3, Ba=136,Be=2.4, B=4250, Cd=0.96, Cl-=216 M6, Cr=22, Co=129, Mo=0.31 j,Se=7, SO4=93.1 M6, Tl=0.24, TDS=448CCR-9DA (114.10-119.10): pH=9.1, Eh=-172, Sb=0.52, As=0.76,Ba=63.7, Be=<0.1, B=<50, Cd=<0.08, Cl-=40.3, Cr=2.6, Co=0.32,Mo=2.1, Se=<0.5, SO4=25.4, Tl=<0.1, TDS=197CCR-10S (7.76-22.76): pH=5.7, Eh=507, Sb=<5, As=0.57 j, Ba=90.8,Be=<1, B=4820, Cd=<0.8, Cl-=212, Cr=26.8, Co=33, Mo=<5,Se=<5, SO4=123, Tl=0.53 j, TDS=687CCR-10D (68.43-73.43): pH=5.4, Eh=409, Sb=<5, As=<1, Ba=577,Be=<1, B=2000, Cd=<0.8, Cl-=260, Cr=<5, Co=0.29 j, Mo=<5,Se=<5, SO4=10.6, Tl=<1, TDS=671CCR-12S (8.40-23.40): pH=4.4, Eh=767, Sb=<0.5, As=1.3, Ba=2250,Be=5.2, B=3620, Cd=1.3, Cl-=246, Cr=1.7, Co=86.7, Mo=<0.5,Se=4.4, SO4=17.6, Tl=0.76, TDS=410CCR-12D (84.66-89.66): pH=5.6, Eh=222, Sb=<0.5, As=0.077 j, Ba=60.9,Be=<0.1, B=<50, Cd=<0.08, Cl-=3.3, Cr=1, Co=0.13, Mo=<0.5, Se=<0.5,SO4=9.3, Tl=<0.1, TDS=93CCR-11S (7.81-22.81): pH=4.0, Eh=428, Sb=<0.5, As=3.9, Ba=63.2,Be=1.8, B=5300, Cd=0.24, Cl-=232, Cr=1, Co=90.8, Mo=<0.5,Se=15.9, SO4=126, Tl=3.1, TDS=493CCR-11D (74.87-79.87): pH=5.3, Eh=763, Sb=<0.5, As=0.07 j, Ba=921,Be=0.55, B=2340, Cd=1.2, Cl-=290, Cr=3.4, Co=4.4, Mo=<0.5, Se=<0.5,SO4=14.5, Tl=0.24, TDS=508CCR-16S (8.70-23.70): pH=6.0, Eh=217, Sb=<0.5, As=0.29, Ba=62.8,Be=0.053 j, B=<50, Cd=<0.08, Cl-=3.8, Cr=0.92, Co=1.8, Mo=1.2,Se=0.34 j, SO4=13, Tl=<0.1, TDS=79CCR-16D (46.45-51.45): pH=6.3, Eh=342, Sb=<0.5, As=0.44, Ba=38.4,Be=0.02 j, B=<50, Cd=<0.08, Cl-=3.6, Cr=0.61, Co=0.031 j, Mo=1.1,Se=0.4 j, SO4=9.7, Tl=<0.1, TDS=131CCR-15S (6.51-21.51): pH=5.6, Eh=402, Sb=<0.5, As=0.14, Ba=10.7,Be=0.13, B=<50, Cd=<0.08, Cl-=1.9, Cr=2.9, Co=0.2, Mo=<0.5,Se=0.34 j, SO4=1.3, Tl=<0.1, TDS=36CCR-15D (56.23-61.23): pH=6.1, Eh=282, Sb=<0.5, As=0.56, Ba=359,Be=<0.1, B=<50, Cd=<0.08, Cl-=3, Cr=2.8, Co=0.054 j, Mo=0.33 j,Se=0.86, SO4=6.3, Tl=<0.1, TDS=113AB-9BR (78.00-83.00): pH=7.0, Eh=131, B=<50, Cl-=1.5, Sr=262,SO4=17.2, TDS=180, Sb=<0.5, As=0.7, Ba=205, Be=<0.1, Cr=<0.5,Co=0.16, Fe=711, Mn=95, Mo=5.2, Ni=1.5, Se=0.34 j, Tl=<0.1, V=<0.3CCR-14D (59.59-64.59): pH=5.5, Eh=318, Sb=<0.5, As=0.058 j, Ba=541,Be=0.04 j, B=1850, Cd=<0.08, Cl-=251, Cr=0.84, Co=0.069 j, Mo=<0.5,Se=<0.5, SO4=10.1, Tl=0.032 j, TDS=551CCR-14S (7.22-22.22): pH=4.8, Eh=621, Sb=<0.5, As=0.69, Ba=841,Be=1.7, B=2290, Cd=0.52, Cl-=338 M6, Cr=10.7, Co=10.7, Mo=0.31j, Se=1.9, SO4=41.3, Tl=0.15, TDS=630SOURCE NOTES:NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING AREVISUAL AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELDVERIFIED. ANY UTILITIES SHOWN ARE APPROXIMATE.TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOODRISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20PublicAND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-MARSHALL STEAM STATION BY WSP, JOB NUMBER157002.00 AND DRAWING FILE NAME APRIL2014_MARSHALL_10-30-15.DWGSAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.DATA NOTES:DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATA TABLE NOTES FORQUALIFIER DEFINITIONS.DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.NA=NOT ANALYZEDNM=NOT MEASUREDDATA IS EXCLUDED FOR THE WELLS WITH A MEASURED TURBIDITY GREATER THAN 10 NTU's AND /ORHIGH pH VALUES THAT MAY INDICATE POSSIBLE GROUT INTRUSION INTO THE WELL SCREEN.Well ID (SCREENED INTERVAL IN ft. bgs): pH (S.U.), Eh (mV), k= hydraulic conductivity (ft/day)As=Arsenic (ug/L): Ba=Barium (ug/L): B=Boron (ug/L): Be=Beryllium(ug/L): Cd=Cadmium(ug/L): Cl=Chloride (mg/L): Cr=Total Chromium (ug/L):Co=Cobalt (ug/L): Fe=Iron (ug/L): Mn=Manganese (ug/L): Mo=Molybdenum(ug/L): Ni=Nickel (ug/L): Sb=Antimony(ug/L): Se=Selenium(ug/L):Sr=Strontium (ug/L): SO4=Sulfate (mg/L): Tl=Thallium (ug/L): TDS=Total Dissolved Solids (mg/L): V=Vanadium (ug/L)WELL KEYSTRUCTURAL FILL BOUNDARY104NPDES OUTFALL 002ANPDES OUTFALL 002BNPDES OUTFALL 003UNK=UNKNOWN
LAKE NORMANBGSB-GWA-6BORROW AREABGSB-GWA-2BGSB-GWA-4MR1001MR1009MR1002MR1006MR1008MR1010SOURCE NOTES:NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THISDRAWING ARE VISUAL AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIESHAVE NOT BEEN FIELD VERIFIED. ANY UTILITIES SHOWN ARE APPROXIMATE.LEGENDWELL IN DEEP ZONEWELL IN SHALLOW ZONEWELL IN BEDROCK ZONEABMW-07WELL IN ASH PORE WATERWELL ABANDONEDABMW-05SASH BASIN COMPLIANCE BOUNDARYPARCEL LINE DUKE ENERGY (APPROXIMATE)ASH BASIN WASTE BOUNDARYWATER SUPPLY WELL SAMPLEDWATER SAMPLE LOCATION SAMPLEDSURFACE WATER FLOW DIRECTIONFIGURE 14-79COMPREHENSIVESURFACE WATER ANDAREA OF WETNESSMARSHALL STEAM STATION8320 NC HIGHWAY 150 ETERRELL, NORTH CAROLINADUKEENERGYCAROLINASFIG 14-79 (SW & AOW)BRIAN WILKERJOHN CHASTAINPROJECT MANAGER:LAYOUT NAME:DRAWN BY:CHECKED BY:TODD PLATINGDATE:DATE:www.synterracorp.com148 River Street, Suite 220Greenville, South Carolina 29601864-421-99991/24/20181/24/2018GRAPHIC SCALE6003001500300(IN FEET)S-2AREA OF WETNESS (AOW) SAMPLE LOCATIONWATER SUPPLY WELL NOT SAMPLEDAPPROXIMATE STREAM (NON-JD)TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOODRISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20PublicAND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-MARSHALL STEAM STATION BY WSP, JOB NUMBER157002.00 AND DRAWING FILE NAME APRIL2014_MARSHALL_10-30-15.DWGSAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE INSOME CASES.SOIL OR GEOTECHNICAL BORINGAPPROXIMATE POND OR RESERVOIR (NON-JD)APPROXIMATE ASH BASIN PONDED WATERSW-AB8SB-12LANDFILL COMPLIANCE BOUNDARYLANDFILL BOUNDARYGWA-12DAB-14DAB-14SAB-13SAB-13DAB-7DAB-7SAB-8DAB-8SAB-20DAB-20SAB-15BRAB-15DAB-15SAB-15SLAL-4BRAL-4DAB-16DAB-16SAB-18SAB-18DAB-17DAB-17SGWA-4DGWA-3DGWA-3SAL-3BRAL-3SAL-3DAB-11SAB-11DAL-2BRLAL-2BRAL-2DAL-2SGWA-14SGWA-14DGWA-13SGWA-13DAGWA-13DAB-6SAB-6DAB-9BRAB-6BRBG-3SBG-3DBG-3BRBG-1SBG-1DBG-1BRABG-1BRBG-2BRBG-2SCCR-16SCCR-16DCCR-15DCCR-15SGWA-10SGWA-10DGWA-15SGWA-11SGWA-11DGWA-11BRCCR-14SCCR-14DAL-1SAL-1DCCR-13SCCR-13DCCR-12SCCR-12DCCR-11DCCR-11SCCR-10SCCR-10DCCR-9DACCR-9DCCR-9SAB-1BRAB-1DAB-1SAB-2SAB-2DCCR-5SCCR-5DCCR-4SCCR-4DCCR-3DCCR-3SAB-21DAB-21SAB-9DAB-9SAB-10BRAB-10DAB-10SAB-10SLAB-12BRAB-12DAB-12SAB-12SLC-1AB-5BRAB-5DAB-5SAB-4DAB-4SAB-4SLAB-3SAB-3DCCR-1SCCR-1DCCR-2SCCR-2DGWA-2DAGWA-2SGWA-2DGWA-1SGWA-1DGWA-1BRINDUSTRIAL LANDFILL NO. 1SHERRILL'S FORD RDISLAND POINT RDSHERRILL'S FORD RDSHERRILL'S FORD RDGREGORY RDGWA-7DGWA-7SMW-14SMW-14BRMW-14DMW-1OB-1 (DAF)MW-6SMW-6DMW-10DMW-10SMW-7SMW-7DMW-8SMW-8DMW-9DMW-9SSW-1SW-10SW-11SW-4SW-5SW-3MS-8MS-9MS-10MS-16MS-15MS-14MS-11MS-12MS-13MW-11DMW-11SGWA-12BRGWA-12SMW-12DMW-12SSW-2SW-9SW-8MW-13DMW-13SGWA-9BRSW-7GWA-4SMW-4DMW-4MW-7(OW-3)MW-6(OW-2)MW-5MW-3MW-2GWA-6DGWA-6SGWA-5DGWA-5SGWA-8DGWA-8SNPDES OUTFALL 101NPDES OUTFALL 102DEMOLITIONLANDFILLASBESTOS LANDFILLDRY ASH LANDFILL (PHASE II)DRY ASH LANDFILL(PHASE I)ISA
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DCAPAS COVE RDISLAND POINT RDFGD RESIDUE LANDFILLPERMIT NO. 1809PV STRUCTURAL FILLACTIVE ASH BASINCELL 2CELL 4CELL 1CELL 3NEW EMERGENCY SPILLWAYNEW OUTFLOW STRUCTUREDISCHARGE TOWER (INACTIVE)NEW DISCHARGESTRUCTUREAB-6BRLAB-6BRAAB-1BRLAL-4BRLAL-1BRMR32MR35MR40MR31MR22MR8MR10MR25MR12MR11MR38MR43MR23MR14MR20MR33MR37MR42MR1MR26MR17MR4MR18MR6MR45MR48MR44PUBLIC WATER SUPPLY WELL NOT SAMPLEDPWS:0118497PWS:0118497PWS:0118780PWS:0118623PWS:0118622GREENWOOD RDC
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TSTUTTS STSB-1S-2MSSW002MSSW001SW-6S-1SB-14SB-11SB-10SB-7SB-4SB-8SB-3SB-2SB-5SB-13OB-1 (ASH BASIN)MR36MR16MR21MR46PIEZOMETER IN SHALLOW ZONEP-102MS-4MS-5MS-2MS-3MS-7MS-1MR13MR9SB-15MS-6PIEZOMETER ABANDONEDMS-7AB-10BRAB-10DAB-10SLAL-2BRLLSW-12NPDES OUTFALL 002MR45MR29MR47DATA NOTES:DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATATABLE NOTES FOR QUALIFIER DEFINITIONS.DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.NA=NOT ANALYZEDNM=NOT MEASUREDSample ID: pH (S.U.), Eh (mV),As=Arsenic (ug/L): Ba=Barium (ug/L): B=Boron (ug/L): Be=Beryllium(ug/L): Cd=Cadmium(ug/L): Cl=Chloride (mg/L): Cr=Total Chromium (ug/L):Co=Cobalt (ug/L): Fe=Iron (ug/L): Mn=Manganese (ug/L): Mo=Molybdenum(ug/L): Ni=Nickel (ug/L): Sb=Antimony(ug/L): Se=Selenium(ug/L):Sr=Strontium (ug/L): SO4=Sulfate (mg/L): Tl=Thallium (ug/L): TDS=Total Dissolved Solids (mg/L): V=Vanadium (ug/L)SAMPLE KEYSW-1: pH=6.3, Eh=286, B=6500, Cl-=215, Sr=527,SO4=106, TDS=662, Sb=0.3 j, As=3.8, Ba=62, Be=0.088 j,B, Cd=0.11, Cr=0.29j, Co=3.1, Fe=674, Mn=1170, Mo=3.8, Ni=7.9, Se=1.4, Tl=0.37, V=0.54S-1: pH=6.3, Eh=279, B=1080, Cl-=4.3, Sr=NA,SO4=89, TDS=190, Sb=<1, As=<1, Ba=87, Be=<1, Cd=<1, Cr=1.42,Co=NA, Fe=2760, Mn=450, Mo=<1, Ni=3.41, Se=1.55, Tl=<0.2, V=NAS-2: pH=6.0, Eh=1037, B=4780, Cl-=220, Sr=NA,SO4=130, TDS=680, Sb=<1, As=1.3, Ba=110, Be=<1, Cd=<1, Cr=3.15,Co=NA, Fe=12400, Mn=9610, Mo=<1, Ni=2.72, Se=<1, Tl=0.48, V=NAMSSW001: pH=6.7, Eh=115, B=43 j, Cl-=3.4, Sr=350,SO4=51.4, TDS=154, Sb=0.22 j, As=1.1, Ba=58, Be=<0.2, Cd=0.04 j, Cr=1.3,Co=0.44 j, Fe=830, Mn=23, Mo=7.1, Ni=1, Se=0.82, Tl=0.073 j, V=3.2MSSW002: pH=6.4, Eh=427, B=7000, Cl-=220, Sr=650,SO4=129, TDS=757, Sb=0.25 j, As=11.6, Ba=91, Be=0.19 j, Cd=0.037 j, Cr=0.47j, Co=2.4, Fe=1100, Mn=1700, Mo=7.2, Ni=5.4, Se=1.5, Tl=0.075 j, V=1.8SW-2: pH=7.1, Eh=313, B=6700, Cl-=196, Sr=628,SO4=117, TDS=522, Sb=0.43 J, As=10.1, Ba=78.2, Be=0.057 J, Cd=<0.08,Cr=0.44 J, Co=2.1, Fe=276, Mn=970, Mo=9.6, Ni=6, Se=0.78, Tl=0.22, V=1.9SW-3: pH=6.6, Eh=270, B=118, Cl-=6.9, Sr=209,SO4=57.9, TDS=147, Sb=<0.5, As=0.65, Ba=94, Be=0.01 j,B, Cd=<0.08, Cr=0.17 j,Co=0.85, Fe=843, Mn=188, Mo=<0.5, Ni=1.6, Se=<0.5, Tl=<0.1, V=0.34SW-4: pH=2.7, Eh=713, B=3160, Cl-=42, Sr=846,SO4=726, TDS=1080, Sb=<0.5, As=2.8, Ba=38.6, Be=1.9, Cd=0.21, Cr=2.6,Co=16.9, Fe=16900, Mn=2340, Mo=0.33 j,B, Ni=29.5, Se=7.1, Tl=1.5, V=0.21 jSW-5: pH=2.8, Eh=628, B=5030, Cl-=54.9, Sr=1020,SO4=768, TDS=1100, Sb=<0.5, As=3.1, Ba=46.5, Be=1.9, Cd=0.18, Cr=2.6,Co=18.2, Fe=20800, Mn=2580, Mo=2.6, Ni=33.4, Se=10.5, Tl=1.9, V=0.2 jSW-6: pH=6.5, Eh=357, B=76.8, Cl-=8.6, Sr=72.7,SO4=6.5, TDS=52, Sb=0.14 j, As=0.54, Ba=27.1, Be=0.016 j,B, Cd=<0.08, Cr=0.41j, Co=0.4, Fe=550, Mn=388, Mo=0.26 j,B, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.79SW-7: pH=6.5, Eh=278, B=<50, Cl-=2.4, Sr=68.3,SO4=0.51 j, TDS=85, Sb=<0.5, As=0.77, Ba=42, Be=0.027 j,B, Cd=<0.08, Cr=0.37 j,Co=0.34, Fe=1140, Mn=55.3, Mo=0.25 j,B, Ni=<0.5, Se=<0.5, Tl=<0.1, V=1.5SW-8: pH=6.4, Eh=238, B=<50, Cl-=2.2, Sr=43.6,SO4=0.51 j, TDS=70, Sb=<0.5, As=0.11, Ba=34.9, Be=0.027 j,B, Cd=<0.08, Cr=0.77,Co=1, Fe=1350, Mn=101, Mo=0.21 j,B, Ni=<0.5, Se=<0.5, Tl=<0.1, V=2.3SW-9: pH=6.2, Eh=341, B=85.2, Cl-=8.5, Sr=48.3,SO4=4.6, TDS=43, Sb=0.12 j, As=0.6, Ba=26.7, Be=0.026 j,B, Cd=<0.08, Cr=0.24 j,Co=1, Fe=269, Mn=400, Mo=0.24 j,B, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.58SW-10: pH=6.2, Eh=278, B=2560, Cl-=95.8, Sr=231,SO4=48.2, TDS=304, Sb=0.18 j, As=2, Ba=37.2, Be=0.046 j,B, Cd=<0.08, Cr=0.2 j,Co=1.5, Fe=412, Mn=717, Mo=1.7, Ni=3.2, Se=0.56, Tl=0.16 B, V=0.6SW-11: pH=6.3, Eh=314, B=56, Cl-=6.3, Sr=29,SO4=3.4, TDS=61, Sb=0.16 j, As=0.61, Ba=17.3, Be=<0.1, Cd=<0.08, Cr=0.3 j,Co=0.17, Fe=226, Mn=329, Mo=0.3 j,B, Ni=<0.5, Se=<0.5, Tl=<0.1, V=0.67SW-12: pH=6.3, Eh=356, B=91.8, Cl-=10.1, Sr=69.8,SO4=6.5, TDS=59, Sb=0.14 j, As=0.59, Ba=30.6, Be=0.042 j,B, Cd=<0.08, Cr=0.46j, Co=0.52, Fe=541, Mn=424, Mo=0.38 j,B, Ni=<0.5, Se=<0.5, Tl=0.038 j,B, V=0.94104104: pH=4.5, Eh=557, B=6460, Cl-=230, Sr=NA,SO4=120, TDS=760, Sb=<1, As=2.04, Ba=61, Be=NA, Cd=<1, Cr=<1,Co=NA, Fe=266, Mn=5760, Mo=<1, Ni=1.42, Se=<1, Tl=0.344, V=NASTRUCTURAL FILL BOUNDARYNPDES OUTFALL 002ANPDES OUTFALL 002BNPDES OUTFALL 003