NC0004979_FINAL_Allen_CSA_Figures_2018_20180130

2018 Comprehensive Site Assessment Update January 2018 
Allen Steam Electric Plant SynTerra 

S:\Users\rbarber\FINAL_Allen_CSA_Report_2018.docx 

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:
CHRIS SUTTELL
DATE:ADAM FEIGL
ES1
01/12/2018
01/25/2018 11:17 AM P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\CSM3D\Allen_3D_ES1.dwg
FIGURE ES-1
APPROXIMATE EXTENT OF IMPACTS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
DISCH
A
R
G
E

C
A
N
A
L
REESE

W
I
L
S
O
N

R
DHIGHWAY 273 (SOUTHPOINT RD)LOWER
ARMSTRO
N
G

R
D
VISUAL AID ONLY -
DEPICTION NOT TO SCALE
DEEP
ASH BASIN WASTE BOUNDARY
NORTH
GENERALIZED GROUNDWATER FLOW DIRECTION
APPROXIMATE LANDFILL WASTE BOUNDARY
NOTE:
1.OCTOBER, 2016 AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON
DECEMBER 7, 2017. AERIAL DATED OCTOBER 8, 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 (BORON AND ARSENIC) IN MULTIPLE
FLOW ZONES.
6.GENERALIZED AREAL EXTENT OF MIGRATION REPRESENTED BY NCAC 02L
EXCEEDANCES OF MULTIPLE CONSTITUENTS (BERYLLIUM, NICKEL, SULFATE, AND
THALLIUM) IN MULTIPLE FLOW ZONES. A SEPARATE ASSESSMENT IS PLANNED FOR
THE COAL PILE AREA.
WATER SUPPLY WELL LOCATION
SHALLOW
DUKE ENERGY PROPERTY BOUNDARY
LEGEND
BEDROCK
AREA OF CONCENTRATION IN GROUNDWATER
ABOVE NC2L (SEE NOTE 5)
STREAM WITH FLOW DIRECTION MECKLENBURG COUNTYCANAL RD
INACTIVE
ASH BASIN
LAKE WYLIE
(CATAWBA RIVER)GASTON COUNTYALLEN
PLANT
AREA OF CONCENTRATION IN GROUNDWATER ABOVE NC2L
POTENTIALLY ATTRIBUTABLE TO THE COAL PILE (SEE NOTE 6)STRUCTURAL FILLASHSTORAGEASHSTORAGESTRUCTURAL FILLRETIRED ASH BASIN
ASH LANDFILL
ACTIVE
ASH BASIN
PLANT ALLE
N

R
D
COAL
PILE
SLUICE LINES
FIGURE 1-1
2016 USGS TOPOGRAPHIC MAP
ALLEN STEAM STATION
DUKE ENERGY CORPORATION
BELMONT, NORTH CAROLINA
BELMONT & W CHARLOTTE NC QUADRANGLES
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:JOHN CHASTAIN
1-1 SITE LOC MAP
11/21/2017
01/18/2018 5:33 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP FIG 1-1 SITE LOC MAP.dwg
CHRIS SUTTELL
DUKE
ENERGY
CAROLINAS
1000 0 1000 2000
GRAPHIC SCALE
IN FEET
ALLEN STEAM PLANT
PARCEL LINE
POWER PLANT
DISCHARGE CANAL
COAL PILE AREA
ASH BASIN COMPLIANCE BOUNDARY
ASH BASIN WASTE BOUNDARY
ACTIVE ASH BASIN
INACTIVE ASH BASIN
RETIRED ASH
BASIN LANDFILL
PERMIT NO 3612
CATAWBA RIVER
(LAKE WYLIE)
NPDES OUTFALL 002
NPDES OUTFALL 001
LANDFILL COMPLIANCE BOUNDARY LANDFILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
CONTOUR INTERVAL:
MAP DATE:
10 FEET
2016
SOURCE:
USGS TOPOGRAPHIC MAP OBTAINED FROM THE USGS STORE AT
http://store.usgs.gov/b2c_usgs/b2c/start/%%%28xcm=r3standardpitrex_prd%%%29/.do
!(
!(
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALPRIMARYPOND 1 PRIMARYPOND 2 PRIMARYPOND 3
STRUCTURALFILL
ASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
NPDES O UTFALL001
NPDES O UTFALL002
KI
LPECK CTCADELYNCROSSING LN
ROWECT
B
A
R
R
A
N
D
S
L
N
A
N
N
S
MIT
H L
N
GLENLIVET CTETTRICK PL
SEAMILL RDMALLARANNYRDPEEBLES LNO U T W E L L R D
EVANTONLOCH RD
H
E
R
MS
L
E
Y

R
DTIMAHOE LNKINLEY COMMONS LNSELKIRKSHIRE RDLI
LYBET LNK
E
L
Y
N

H
I
L
L
S

D
R
B R A C E B R ID G E C T
C
A
R
R
A
D
ALE W
A
Y
LY N N P A R K E R L N
BUCKLAND RDW IN D Y G A P R DDIXIE RIVER RDHIGHLAND PLCADMAN CTWHITE IBIS CT JOHN DOUGLAS DRD A N A M I C H E L L E C T
S
H
AD
Y
C
RE
E
K

C
T
MICHAELDOMINICK DRFORESTBAY CTWA RRE NDR
LAKEHILL CTIDLEWOODLNA
P
P
L
E
W
O
O
D
P
OIN
T L
N LA K E B R E E Z E LN
K
E
N
N
E
T
H
WIL
S
O
N L
NMITCHELL STH I G H L A N D W A Y
2651REESEWILSONRD EXDG O R DO N LN 2798THE HOTHOLE RDW O O D B E N D D R
S O U TH PO IN T D R
PENINSULA DRM I D W O O D L N
LAKESIDECIR TUCKER RDF A R M R D
BELL POST RD
B
A
SIL D
R
H E A T H E R
G L E N L N
OLD SPRING RD
SHOREWOOD PLT A N G L E W O O D C O V E
W I L D L I F E R D
L
A
K
E
MI
S
T

D
R
E
L
LI
N
G
T
O
N

R
DWA
T
E
R
V
I
E
W
D
R
CYPRUS RD
RIVER RUN
W I N G P O I N T D RQUIET WATERS RDEGRET RIDGEPLANT ALLEN RD
R E E S E W IL S O N R DCANAL RDSOUTHPOINT RDS POINT RDARMSTRONG RDLOWER ARMSTRONG RDNOT 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 ORATTEMPT TO IMPAIR THE DEPARTMENT'S ABILITY TO CHANGE THE COMPLIANCEBOUNDARY(S) IN THE FUTURE, IF CIRCUMSTANCES WARRANT.
2. PROPERTY BOUNDA RY PROVIDED BY DUKE ENERGY CAROLINAS.
3. NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
4. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11,2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATEPLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 2-1ALLEN PLANT VICINITY MAPALLEN STEAM STAT IONDUKE ENERGY CAROLINAS, LLCBELMONT, NO RTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Fig02-01 - Plant Vicinity Map.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
FIGURE 2-2
1948 AERIAL PHOTOGRAPH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:JOHN CHASTAIN
FIG 2-2 1948 AERIAL
11/20/2017
01/18/2018 5:11 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP HISTORICAL AERIALS.dwg
GRAPHIC SCALE
600
IN FEET
0 600 1200
SOURCE:
MAY 15, 1948 AERIAL PHOTOGRAPH OBTAINED FROM THE USGS EARTH EXPLORER WEB SITE AT
http://earthexplorer.usgs.gov/
ALLEN STEAM PLANT
PARCEL LINE
FUTURE POWER PLANT
FUTURE DISCHARGE CANAL
FUTURE COAL PILE AREA
DUKE
ENERGY
CAROLINAS
FUTURE ASH BASIN
COMPLIANCE BOUNDARY
FUTURE ASH BASIN
WASTE BOUNDARY
FUTURE ACTIVE ASH BASIN
FUTURE INACTIVE
ASH BASIN
CATAWBA RIVER
(LAKE WYLIE)
"FUTURE"
RETIRED ASH BASIN
LANDFILL PERMIT NO 3612
FUTURE NPDES OUTFALL 001
FUTURE NPDES OUTFALL 002
FUTURE LANDFILL COMPLIANCE BOUNDARY
FUTURE LANDFILL
BOUNDARY
FUTURE INACTIVE ASH
BASIN WASTE BOUNDARY
FIGURE 2-3
1973 AERIAL PHOTOGRAPH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:JOHN CHASTAIN
FIG 2-3 1973 AERIAL
11/21/2017
01/18/2018 5:12 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP HISTORICAL AERIALS.dwg
CHRIS SUTTELL
GRAPHIC SCALE
600
IN FEET
0 600 1200
SOURCE:
MARCH 21, 1973 AERIAL PHOTOGRAPH OBTAINED FROM THE USGS EARTH EXPLORER WEB SITE AT
http://earthexplorer.usgs.gov/
POWER PLANT
DISCHARGE CANAL
COAL PILE AREA
ALLEN STEAM PLANT
PARCEL LINE
FUTURE ASH BASIN
COMPLIANCE BOUNDARY
FUTURE ASH BASIN
WASTE BOUNDARY
FUTURE ACTIVE ASH BASIN
INACTIVE ASH BASIN
DUKE
ENERGY
CAROLINAS
CATAWBA RIVER
(LAKE WYLIE)
FUTURE NPDES OUTFALL 001
FUTURE NPDES OUTFALL 002
"FUTURE"
RETIRED ASH BASIN
LANDFILL PERMIT NO 3612
FUTURE LANDFILL COMPLIANCE BOUNDARY
FUTURE LANDFILL
BOUNDARY
INACTIVE ASH BASIN
WASTE BOUNDARY
FIGURE 2-4
2015 AERIAL PHOTOGRAPH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:DATE:JOHN CHASTAIN
FIG 2-4 2015 AERIAL
11/21/2017
01/18/2018 5:13 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP HISTORICAL AERIALS.dwg
CHRIS SUTTELL
GRAPHIC SCALE
600
IN FEET
0 600 1200
POWER PLANT
DISCHARGE CANAL
SOURCE:
FEBRUARY -MARCH 2015 AERIAL PHOTOGRAPH OBTAINED FROM NC ONE MAP GEOSPATIAL PORTAL AT
http://data.nconemap.com/geoportal/catalog/raster/download.page
COAL PILE AREA
ALLEN STEAM PLANT
PARCEL LINE
ACTIVE ASH BASIN COMPLIANCE BOUNDARY
ACTIVE ASH BASIN WASTE BOUNDARY
ACTIVE ASH BASIN
INACTIVE ASH BASIN
DUKE
ENERGY
CAROLINAS
CATAWBA RIVER
(LAKE WYLIE)
RETIRED ASH BASIN
LANDFILL PERMIT NO 3612
NPDES OUTFALL 001
NPDES OUTFALL 002
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
SOURCE: 1949 CLOVER USGS TOPOGRAPHIC MAP (1:62500) AND 1949 CHARLOTEE WEST NC TOPOGRAPHIC MAP (1:24000) OBTAINED FROM THE USGS STORE AT http://store.usgs.gov/b2c_usgs/b2c/start/%%%28xcm=r3standardpitrex_prd%%%29/ .do
� GRAPHIC SCALE
•• 1000 0 1000
,,,, IN FEET syn:'Cerra 148 RIVER STREET, SUITE 220 111111: GREENVILLE, SOUTH CAROLINA 29601 ____ ....:;. _______ ---I PHONE [phone] www.synterracorp.com
2000
������GY DRAWN BY: JOHN CHASTAIN DATE: 11/21/2017
PROJECT MANAGER: CHRIS SUTTELL
CAROLINAS LAYOUT: 2-5-1949 USGS TOPO
01/18/2018 5:44 PM P: Duke Ener
FIGURE 2-5 1949 USGS TOPOGRAPHIC MAP ALLEN STEAM STATION DUKE ENERGY CAROLINAS, LLC BELMONT, NORTH CAROLINA CLOVER SC- NC & CHARLOTEE WEST NC QUADRANGLES
FIGURE 2-6
NPDES FLOW DIAGRAM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA

148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: DUKE ENERGY
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: JANUARY 2018
FILEPATH:
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance
Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 2-
6 NPDES Flow Diagram.pdf
Source Information:
Process Flow Diagram
Provided by Duke Energy
Carolinas, LLC.
Condenser
Cooling
Water
Sanitary
Waste
Coal
Handling
Sumps
Coal Yard
Sumps
Ash Sluice
Water
FGD
Water
Treatment
Boiler
Boiler Rm
Sumps
Intake
Screen
Backwash
Ash Basin
Turbine
Rm
Sumps
Yard
Drainage
Sump
Landfill
Leachate
Stormwater
FGD
WWTS
Limestone
Stormwater
Sump
Powerhouse
Sump
Misc Equip
Cooling &
Seals
Ash Silo
Sump
Asiatic
Clam/Debris
Filter
Backwash
FGD
Stormwater
Sump
Stormwater
Outfall 001
649 MGD
Outfall 002A
Intermittent
South Fork
River
South Fork
River
Catawba
River
Catawba
River
Catawba
River
Catawba
River
Catawba
River
Catawba
River
Outfall 004
6.5 MGD
Outfall 002B
(Intermittent)
Outfall 003
4.5 MGD
Atm
Internal
Outfall 005
0.5 MGD Outfall 002
18.6 MGD
Atm
SW-D1
SW-U1
SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL
AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY
UTILITIES SHOWN ARE APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED
WATER SAMPLE LOCATION SAMPLED
SURFACE WATER FLOW DIRECTION
FIGURE 2-7
SITE LAYOUT
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 2-7 (SITE LAYOUT)
L. DRAGO
JOHN CHASTAIN
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
C. SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
4002001000200
(IN FEET)
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK
INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public
AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER
157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
AB-37SAB-37D
AB-36S AB-36D
SB-1
AB-35D
AB-35S
AB-35BR
SB-6
SB-2
SB-4
SB-3
AB-2D AB-2
GWA-22S
GWA-22D
AB-13S
AB-13D
S-10
OW-18
AB-30SAB-30D
AB-28D
AB-28S
OW-19
OW-12
OW-8
AB-34S
AB-34D
SB-5
OW-3
AB-39S AB-39D
OW-7
AB-33D
AB-33S
CCR-5DCCR-5
CCR-6DCCR-6 CCR-7D CCR-7S CCR-8D CCR-8S
CCR-9S CCR-9D
OW-5
S-9
OW-10
AB-32S
AB-32D
OW-9
OW-20
AB-31D
AB-31S
AB-29D AB-29S
AB-29SL
AB-27DAB-27BR
AB-27S
SW-4
SW-3
GWA-5D
GWA-5S
GWA-5BRA
CCR-11S CCR-11D
OW-16
GWA-4D
GWA-4S
GWA-4BR
AB-9D
AB-9S
SW-7
ANSW-16
CCR-14S
CCR-14D
AB-26D
AB-26S
GWA-3D
GWA-3S
GWA-3BRA
SB-9
SW-2
CCR-17S
CCR-17D
S-5
S-6
S-7
CCR-16D
CCR-16S
S-8B
S-8
ANSW-15
S-4
ANSP002
AB-10D
AB-10S
ANSP002
S-3
ANWW-2
S-2
CCR-18S
CCR-18D
AB-22D
AB-22BRL
AB-22S
SW-1
ANSP005
CCR-20SCCR-20D
CCR-22S
AB-11D
CCR-23D CCR-23S
GWA-2D GWA-2S
GWA-1D
GWA-1S
GWA-1BR
S-1
AB-12S
AB-12D
GWA-26S
AB-5
pH WELL
CCR-21D CCR-21S
AB-21S
AB-21D
AB-21SLAB-21BR
AB-21BRL
SB-8
AB-23BRUAB-23S
AB-20S
AB-20D
GWA-9D
GWA-9BR
GWA-9S
SW-5
AB-4S
AB-4D
AB-4BR
AL49
AL58AL57
AL55
GWA-23D
GWA-23S
BGSB-GWA-23
AL51
AL56
AL54
AB-24S
AB-24D
AB-24BRAB-24SL
ANWW-3
AB-14D
AB-14BR
AL59
AL60AL61AL62
AL67
AL68
AL69
AL70
AL71
AL63
AL72
AL73
AL53AL52
AL66
AL65
AL64
SB-7
AB-38D
AB-38S
AB-38BR
GWA-18D
GWA-18S
CCR-1SCCR-1DA
CCR-BG-1S
AB-1R
AB-1
GWA-17DGWA-17S
CCR-2S CCR-2D
GWA-8D
BG-4D
BG-4S
BG-4BR
AL133
AL1
AL131
BGSB-BG-3 BG-3S
BG-2D
BG-2S
BG-2BRA-2
BGSB-BG-2
GWA-16DGWA-16S
AL139
AL3
AL96
AL95
CCR-3DA
CCR-3S
GWA-7D
GWA-7S
GWA-6DA
GWA-6S
CCR-4SA
CCR-4DA
BGSB-BG-1
AL35
AL101
AL48
AL93
AL94
AL114
AL47
AL142
AL45
AL46
AL37
AL44
AL43AL38
AL36
AL92
AL39
AL50
AL50
GWA-24D
AB-25BR
AB-25BRU
AB-25S
AB-25SL
AL113
AL121
AL141
AL74
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL32
AL24AL25
GWA-21DA
GWA-21S
GWA-21BR
AL75
AL76
AL84
AL83
AL82
AL81 AL78
AL77
AL79AL80
GWA-14S
GWA-14DA
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL11
AL10
AL12
AL116
AL117
AL9
AL118
AL8
AL8-?
AL4
AL5
GWA-19D GWA-19S
AL19
AL18
AL17
AL16
GWA-15D
GWA-15S
AL6
AL29
AL28
AL110
AL27
AL26
AL130AL115
AL138
AL135
ANWW-4
SW-6
ANWW-1
ANSP001
ANTD001
AB-6AAB-6R
AL111
AL108AL85
AL97
AL88
ANFD001
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
STAIRS
ACTIVE ASH BASIN
DISCHARGE TOWER
PRIMARY POND 3PRIMARY POND 2PRIMARY POND 1
INACTIVE ASH BASIN
ASH STORAGE STRUCTURAL FILL
ASH STORAGE
INACTIVE ASH BASIN
RETIRED ASH BASIN
ASH LANDFILL-PHASE I
PERMIT NO. 3612
WILDLIFE RD
FARM RD
MILWOOD LN
IDELWOOD LNARMST
R
O
N
G

R
D
HIGHLAND WAY
HEATHER GLENN CT
CAMDEN CTHIGHLA
N
D
PLJOHN
D
O
U
G
L
A
S
D
R
WARREN DR MITCHELL STMITCHELL STSOUTHPOINT D
R
RIVER R
U
N
ARMS
T
R
O
N
G
R
DLAKE M
IST
DR
RIVE
R
R
U
N
REESE
WI
L
S
O
N
R
D
NUTALL OAK LN
NUTALL OAK LN
WOODBEND DR
LAKE HILL CTPLANT
A
L
L
E
N

R
D
CANAL RD BOAT C
LUB
RDSOUTHPOINT RDSOUTHPOINT RD (NC HWY 273)STRUCTURAL FILL
STRUCTURAL FILL
STRUCTURAL FILL
POWER PLANT
SOUTH POINT FIRE
DEPARTMENT
EATON CORPORATION
SAILAWAY BAY
COAL PILE
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
1/16/2018
1/16/2018
HOLDING BASIN
BG-2BR
BG-3D
CCR-3D
GWA-8S
CCR-1D
CCR-4D
CCR-4S
GWA-14D
GWA-21D
SOUTHPOINT RD (NC HWY 273)SOUTHPOINT RD (NC HWY 273)GWA-26D
BG-1D
AB-22BR
GWA-3BR
AB-8
STAIRS
48" HDPE DISCHARGE PIPE
CULVERT
CULVERT
DISCHARGE TOWER
HEAD WALL EMERGENCY SPILLWAY
PIPES
OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
GWA-5BR
LAKE WYLIE (CATAWBA RIVER )
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
OW-15
OW-16
OW-18
OW-17
OW-14
OW-13
OW-22
OW-21PN-2D
PN-1D OW-20
OW-12
OW-11
OW-8
OW-10
P-7 P-9
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
NPDES OUTFALL 002
NPDES OUTFALL 001
CELL 1 CELL 2A CELL 2B
OW-5P-1
OW-2
P-3
OW-4 OW-6
RAB ASH LANDFILL WASTE BOUNDARY
BASED ON LINER LIMITS
RAB ASH LANDFILL COMPLIANCE BOUNDARY
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH
LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
RETIRED ASH BASIN
BG-1S
BG-1DA
OW-6
OW-5
OW-4
OW-3
OW-2
OW-8
OW-1
OW-7
OW-6
GWA-24SGWA-24BR
GWA-24SA
GWA-6BR
GWA-6D
CCR-BG-1D
CCR-BG-1DA
CCR-11DA
CCR-22DA
CCR-22D
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP BASE MAP CALL OUTS_1-12-18.dwg
GWA-6BRA
NOTE:
1.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION
AVAILABLE UP TO DECEMBER 31, 2015.
PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.
!(!(
!(!(
!(!(!(!(
!(
!(!(
!(
!(!(
!(!(
!(
!(!(
!(!(
!(!(&>&>&>!(&>!(!(
!(&>!(&>!(
!(&>!(!(&>&>!(&>&>!(
!(&>!(&>!(&>!(!(&>!(&>!(
!(&>&>&>&>&>&>&>&>&>&>&>!(
!(&>!(&>&>!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(&>!(!(
!(!(&>&>&>!(
!(!(!(
!(
!(
!(
!(
!(
!(
!(!(!(!(!(!(!(!(
!(!(!(!(
!(!(
!(!(!(!(!(!(!(!(
!(!(!(
!(!(
!(!(
!(!(
!(!(
!(!(!(!(
!(!(!(
!(!(
!(!(
!(&>&>&>!(&>!(!(&>!(&>&>!(!(&>&>&>&>!(!(&>&>&>!(!(
!(!(&>&>!(!(&>!(
!(!(
!(!(
!(!(
!(!(
!(!(!(!(
!(!(
!(!(
!(!(!(
!(!(
!(&>&>&>&>&>&>&>!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
!(
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALSTRUCTURALFILL
POWER PLANT
ASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
NPDES OUTFALL001
NPDES OUTFALL002
AB-38S/D/BR
CCR-20S/D
AB-1*/R
AB-2/D
AB-4*/S/D/BR
AB-5
AB-6A/R
AB-8*
AB-9S/D
AB-10S/D
AB-11D
AB-12S/D
AB-13S/D
AB-14D/BR
AB-21S/SL/BRL
AB-22S/D/BR/BRL
AB-23S
AB-24S/SL/BR AB-25S/SL/BR AB-26S
AB-27S/BRAB-28S
AB-29S/SLAB-30S
AB-31S
AB-37S
BG-1S/D*/DA
BG-3S
BG-4S/D/BR
CCR-1S/D*/DA
CCR-2S/D
CCR-3S/D*/DA
CCR-4S*/D*/SA/DA CCR-5S/D
CCR-6S/D CCR-7S/D
CCR-8S/D
CCR-9S/D
CCR-11S/D*/DA
CCR-14S/D
CCR-16S/D
CCR-17S/D
CCR-18S/D
CCR-21S/D
CCR-22S/D*/DA
CCR-23S/D
CCR-BG-1S/D*/DA
GWA-2S/D
GWA-6S/DA/BRA
GWA-8S/D
GWA-14S/DA
GWA-15S
GWA-16S/D
GWA-17S/D
GWA-18S/D
GWA-19S/D
GWA-21S/D*/DA/BR
GWA-22S/D
GWA-23S/D
GWA-26S/D
GWA-24S*/SA/D/BR
PH ADJ BLDG
BGSB-BG-3
BGSB-GW-8
BGSB-BG-1
BGSB-BG-2
BGSB-GWA-23
BGSB-GWA-26
SB-1
SB-2
SB-3
SB-4 SB-5
SB-6
SB-7
SB-8
SB-9
ANFD001
ANIN001
ANSP001
ANSP002
ANSP003
ANSP005
ANSW-15
ANTD001
ANWW-1
ANWW-2
ANWW-3
ANWW-4
S-8
S-8B
S-9
S-10
S-1
S-2
S-3
S-4
S-5S-6
S-7
SW-1
SW-2
SW-3 SW-4
SW-5
SW-6
SW-7
SW-D1
SW-U1
AB-20S/D
AB-32S/D
AB-33S/D
AB-34S/D
AB-35S/D/BRAB-36S/D
AB-39S/D
BG-2S/D
GWA-1S/D/BR
GWA-3S/BR*
GWA-4S/D
GWA-5S/D
GWA-7S/D
GWA-9S/D/BR
GWA-14D*
GWA-15D
AB-37D
AB-23BRU
AB-24D AB-25BRU AB-26D GWA-3D/BRA
AB-31D GWA-4BR
GWA-5BR*/BRA
GWA-6D*/BR*
BG-3D
AB-21D/BR
AB-30D
AB-28D AB-27D
AB-29D
BG-2BR*/BRA
PH WELL
CIF WELL
QUIET
WATERS RD HIGHLAND PLJOHN DOUGLAS DRD A N A M I C H E L L E C T
S
H
A
D
Y

C
R
E
E
K

C
T
MICHAELDOMINICK DRB
O
A
T C
L
U
B R
D
LAKEHILL CTH I G H L A N D W A Y
2651G O RD O N LN 2798THE HOTHOLE RDSUNDERLAND RDW O O D B E N D D R
M I D W O O D L N
F A R M R D
EL L IN GTON RD
B
A
SIL D
R
H E A T H E R
G L E N L NTUCKER RDOLD SPRING RD
T A N G L E W O O D C O V E
WATERVIEW DR
CYPRUS RD
SHOREWOOD PLW I L D L I F E R D
L
A
K
E
MI
S
T

D
R
RIVER RUN
W I N G P O I N T D R
EGRET RIDGER
E
E
S
E
W
IL
S
O
N R
D
PLANTALLEN RD
S POINT RDARM STRO NG RD
LOWER ARMSTRONG RDCANAL RDSOUTHPOINT RDNOTES:* ABANDONED MONITORING W ELL
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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 2-8SAMPLE LOCATION MAPALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/29/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig02-08 - Sample Location Map.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
!(GROUNDWATER SAMPLE LOCATION
!(SOIL SAMPLE LOCATION
&>GROUNDWATER AND SOIL SAMPLE LOCATION
!(AREA OF WETNESS (AOW) SAMPLE LOCATION
&>AOW AND SEDIMENT SAMPLE LOCATION
!(WATER SAMPLE LOCATION
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BOUNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
FIGURE 3-1KNOWN SAMPLE OF ASH FOR COMPARISON (SOURCE: DUKE ENERGY 2014) ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLC BELMONT, NORTH CAROLINA148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comDRAWN BY: E. KINSEY PROJECT MANAGER: C. SUTTELL LAYOUT: DATE: JANUARY 2018FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 3-1 - Known Sample Ash for Comparison.pdfRange (10th percentile – 90th percentile) in bulk composition of fly ash, bottom ash, rock, and soil. (Source: EPRI 2009a)
FIGURE 3-2ELEMENTAL COMPOSITION FOR BOTTOM ASH, FLY ASH, SHALE, AND VOLCANIC ASH (SOURCE: EPRI 2009A)ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, 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\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 3-2 - Elemental Composition Ash.pdf
FIGURE 3-3COAL ASH TCLP LEACHATE CONCENTRATION RANGES COMPARED TO REGULATORY LIMITS (SOURCE: EPRI 2010)ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINA148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.comDRAWN BY: E. KINSEY PROJECT MANAGER: C. SUTTELL LAYOUT: DATE: JANUARY 2018FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 3-3 - Coal Ash Compared to Regulatory Limits.pdf
FIGURE 3-4
PIPER DIAGRAM – ASH PORE WATER
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: T. PLATING
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment
\CSAs\2018-01 CSA Update\Final\Figures\Figure 3-4 Piper Ash Pore.pdf
Well ID
Notes:
Pink–Ash Pore Well – Inactive Basin
Dark Pink – Ash Pore Well – Active Basin
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.
Generally characteristic of
ash pore water
I AB-20S
J AB-21S
K AB-21SL
L AB-23S
M AB-24S
O AB-24SL
P AB-25S
A AB-25SL
B AB-27S
C AB-28S
D AB-29S
E AB-30S
A AB-33S
G AB-35S
H AB-38S
!(
!(
Copyright:© 2013 National Geographic Society, i-cubed
FIGURE 4-1USGS MAP WITH WATER SUPPLY WELLSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCDRAWN BY: A. ROBINSONLAYOUT: FIG 1 (SITE LOCATION MAP)PROJECT MANAGER: C. SUTTELL
DATE: 01/26/2018
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig04-01 - USGS with Water Supply Map.mxd
FIGURE 4-1USGS MAP WITH WATER SUPPLY WELLSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINA
INACTIVE ASH BASIN WASTE BOUNDARY
NOTES:DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLEUP TO DECEMBER 31, 2015.
SOURCE:USGS 24K TOPOGRAPHIC MAP OBTAINED VIA ESRI ARCGIS ONLINE, BELMONT AND CHARLOTTE WEST QUADRANGLES, QUADID 35081B1 AND 35080B8.
1,000 0 1,000 2,000500
GRAPHIC SCALE IN FEET
DATE: 01/26/2018 CONTOUR INTERVAL: 10ftMAP DATE: 1987
DUKE ENERGY CAROLINASALLEN PLANT SITE BOUNDARY
DRAWN BY: A . ROBINSONPROJECT MANAGER: C. SUTTELLLAYOUT: FIG 1 (SITE LOCATION MAP)
ALLEN STEAM STATIONGASTON COUNTY
ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLBOUNDARIES
ASH BASINCOMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
NPDES OUT FALL002
WATER SUPPLY WELL
NPDES OUT FALL001
!(
!(
ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAWBA RIVER(LAKE WYLIE)
STRUCTURALFILLDISCHARGE CANALAL1
AL101
AL103
AL111
AL112
AL115
AL117
AL119
AL120
AL122
AL124AL125
AL126
AL127
AL129
AL130
AL131
AL132
AL133
AL135
AL137
AL138
AL139
AL142
AL3
AL39
AL40
AL41
AL42
AL44
AL45
AL47 AL48
AL5
AL50
AL50
AL85
AL88
AL89
AL90
AL91
AL92
AL93
AL94
AL95
AL96
AL97
AL98
AL99
NPDESOUTFALL 001
NPDESOUTFALL 002
BRECKFIELD CTK
I
L
P
E
C
K
C
T
B
A
L
L
Y
B
A
Y

D
R
K
E
L
T
ON
H
I
L
L

L
N
HERIOT FIELD DR
ROWECTLAMOND PTDURNESSDRBEREWICKPARK RDBRIDESWELL LNGLENLIVETCTMALLARANNY RDPEEBLES LNO U T W E L L R D
BRIGHT RDEMERAL
DPOI
NT DRRO
C
K
ISLAND R
D
QUIET
BAY CT
W H I T H O R N W A Y
SPRINGHOLM DRTIMAHOE LNKINLEY COMMONS LNSELKIRKSHIRE RDL IL Y B E T L N HORTON RDSEDGEBURN DRKELYN HILL S DRBARRANDS LNS H O P T O N R D
LANGWELL LNSEAMILL RDEVANTON LOCH RDB R A C E B R ID G E C T
CARRADALE WAYHERMSLEY RDLOCHFOOT DR
G LENBURN LNLYNN PARKER LNB E R E W IC K C O M M O N S P K W Y GARRISON RDBUCKLAND RDW IN D Y G A P R D DIXIE RIVER RDCADMAN CTWHITE IBIS CT JOHN DOUGLAS DRS
H
A
D
YCRE
E
K

C
T
MICHAEL DOMINICK DRG
L
A
D
E S
P
RIN
G C
T
R E F LE C T IO N
P O IN T E B L V DIDLEWOODLNA
P
P
L
E
W
O
O
D
P
OIN
T L
N
L A K E
B R E E Z E LN
K
E
N
N
E
T
H
WILS
O
N L
NMITCHELL STH I G H L A N D W A Y
2651G O RDO N LN2798THE HOTHOLE RDSOUTHPOINT DRQUIET W
ATERS RD
M I D W O O D L N
F A R M R D
BELL POST RD
B
A
SIL D
R
HEATHER GLEN LN
O
L
D S
P
RIN
G R
D
SHOREWOOD PLT A N G L E W O O D C O V E
W I L D L I F E R DTUCKER RDL
A
K
E M
IS
T D
R
E
L
L
I
N
GT
ON

R
D
WATERVIEW DR
C
Y
P
R
U
S

R
D
RIVER RUN
WING POINT DREGRET RIDGEPLANT ALLEN RDCANAL RDR E E S E W IL S O N R DARMSTRONG RDLOW ER ARMSTRONG RDSOUTHPOI
NT RDS POINT RDFIGURE 4-2WATER SUPPLY WELL LOCATIONSALLEN STEAM ST AT IONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\M ap_Docs\CSA_Supplement_2\Fig04-02 - Water Supply Map.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
NOTES:WATER SUPPLY WELL ANALYTICAL RESULTS ARE LOCATED IN APPENDIX B, TABLE 1.
DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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
WATER SUPPLY WELL SAMPLED
WATER SUPPLY WELL NOT SAMPLED
ASH BASIN WASTE BOUNDARY
INAC TIVE ASH BASIN WASTE BOUNDARY
LAN DFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LAN DFILL COMPLIANCE BOUNDARY
HALF-MILE RADIUS OF COMPLIANCE BOUNDARY
DUKE ENERGY CARO LINAS ALLEN PLANTSITE BOUNDARY
<STREAM (AMEC N RTR 2015)
WETLAND (AMEC NRTR 2015)
SEE INSET
AL100AL102
AL11
AL110
AL113
AL114
AL118
AL12
AL121
AL123
AL136
AL14
AL140
AL141
AL15
AL16
AL17
AL19
AL2
AL20
AL21
AL22
AL23
AL24AL25
AL26
AL27
AL28
AL29
AL30
AL31 AL32
AL32
AL33
AL34
AL49AL51
AL52 AL53
AL54
AL55
AL56 AL57
AL58
AL59
AL6
AL60
AL61
AL62
AL63
AL64
AL65
AL66
AL67AL68AL69
AL7
AL70
AL71
AL72AL73
AL74
AL75
AL76
AL77
AL78
AL79
AL8
AL8
AL81
AL82
AL83
AL84
AL9
ACTIVEASH BASIN
INACTIVEASHBASIN
CADMAN CTRIVER RUN
HEATHERGLEN L N
A R M S T R O N G R D
H I G H L A N D W A Y STATERD 3010S POINT RDSTATE RD 2525S T A T ERD 2 5 2 7
W I L D L I F E R DSTATEHWY 273INSETSCALE: 1" = 550 '
Allen Steam StationProperty Line
Lake WylieCatawba RiverAUGUST 2015
5-1G:\Projects\Duke_Energy\Ash_Basin_GW_Assessment\Geologic_Site_Vicinity_Maps\MXDs\Fig_5_2_Allen_Site_Vicinity_Geology_CSA_Report_Map_20150717.mxdDATE
FIGURE
5,000 0 5,000 10,000SCALE (FEET)
N
REGIONAL GEOLOGIC MAP DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION
GASTON COUNTY, NORTH CAROLINA
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.
Metamorphosed quartz diorite and tonalitemqd
Source: HDR, Comprehensive Site Assessment Report Allen Creek Steam Station Ash Basin, August 23, 2015.
o
Meta QuartzDiorite
Metagranite
Pegmatite
MetadiabaseMeta QuartzDiorite
Pegmatite
Metagranite
Meta QuartzDiorite
PegmatiteMetadiabase
Metadiabase
MetaQuartzDiorite
Meta QuartzDiorite
Meta QuartzDiorite
Metadiabase Pegmatite
MetaQuartz Diorite
Meta Quartz Diorite
Meta Quartz Diorite
Meta QuartzDiorite
Meta QuartzDiorite Meta Quartz DioriteMetaQuartz Diorite
Meta Quartz DioriteMeta QuartzDiorite
Meta QuartzDiorite
MetaQuartzDiorite
Meta QuartzDiorite
Meta QuartzDiorite
Meta QuartzDiorite
Meta QuartzDiorite
Meta QuartzDioriteMeta QuartzDioriteMetaQuartzDiorite
Meta Quartz Diorite
Meta Quartz DioriteQuartzFragments
C
DScgb
mqd
mqd
mqd
mqd
mqd
mqd
mqd
mqd
DOgd
q
Meta QuartzDiorite
MetaQuartzDiorite
Meta QuartzDiorite
MetaQuartzDiorite
Quartz Fragments
QuartzFragments
Meta QuartzDiorite
Metadiabase
Metagranite
Meta QuartzDiorite
Meta QuartzDioriteMetaQuartzDiorite
MetaQuartzDioriteMetadiabaseMeta Quartz Diorite39
SITE GEOLOGIC MAPDUKE ENERGY CAROLINAS, LLCALLEN STEAM STATION ASH BASINGASTON COUNTY, NORTH CAROLINA
DATE
FIGURE
AUGUST 2015
5-2
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) AND HDR FIELD RECONNAISSANCE (2004, 2015)6. SERVICE LAYER CREDITS: NC ONEMAP, NC CENTER FOR GEOGRAPHIC INFORMATION AND ANALYSIS, NC 911 BOARD
N
Legend
GEOLOGY
(C) Contact Metamorphic Rocks - Southwest ofCharlotte, N.C. rock composed dominantly ofalbite or sodic oligoclase and hedenbergite, withor without amphibole, andradite, orthoclase, andsphene, probably originally metagranodiorite andrelated metagranitoids (mgd) metasomatized inaureole of gabbro (DScgb) and perhaps ofgranodiorite and related granitoids (DOgd)
(DOgd) Granodiorite and Related Granitoids -Gray, medium-grained, massive to weaklyfoliated rock; composed mostly of plagioclaseand quartz with lesser amounts of potassium-feldspar and biotite with or without minorhornblende; may include bodies related toSalisbury Plutonic Suite or less recrystallizedphases of metagranodiorite (mgd)
(DScgb) Gabbro of Concord Plutonic Suite(Devonian and Silurian) - Gabbro, norite,gabbronorite, and hornblende gabbro; majorminerals are plagioclase, both clinopyroxene andorthopyroxene, and hornblende, biotite, andolivine or quartz; as mapped, may include somemetagabbro (mgb)
(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
(q) Quartzite - Commonly contains muscovite(grading into phyllite and schist (ps) wheremuscovite is abundant), andalusite, kyanite, orsillimanite, chloritoid, pyrite (less commonlyhematite), accessory rutile, locally minor gahniteand aluminum phosphates; mostlymetamorphosed, hydrothermally leached andsilicified rock; some may be metamorphosedsandstone
OUTCROPPINGS
!(Meta Quartz Diorite
!(Metadiabase
!(Metagranite
!(Quartz FragmentsTOP-OF-ROCK AT BORINGS
")Meta Quartz Diorite
")Metadiabase
")Metagranite
")PegmatiteoStrike and Dip
CONTACTS - Solid where approximate;dotted where concealed
500 0 500 1,000SCALE (FEET)
Source: HDR, Comprehensive Site Assessment Report Allen Creek Steam Station Ash Basin, August 23, 2015.
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: EPRI, 2004
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: JANUARY 2018
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support
\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 5-3 Piedmont
Slope-Aquifer System.pdf
FIGURE 5-3
PIEDMONT SLOPE-AQUIFER SYSTEM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, 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.
A A'
(NORTH)(SOUTH)GWA-8SGWA-8DBG-4SBG-4DBG-4BRAB-35SAB-35DAB-35BRSB-3SB-4GWA-22SGWA-22DAB-13DGWA-23SGWA-23DGWA-26SGWA-26DDISCHARGE
CANAL
EL. 570
(APPROXIMATE)
ASH STORAGE AREA
STRUCTURAL FILL
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE SAPROLITE
TRANSITION
ZONE
TRANSITION ZONE
FILL
ASH ASH
ASH
ASH PORE WATER
FILL
TRANSITION
ZONE
ASH PORE WATER
BEDROCKBEDROCK
BEDROCK
BEDROCK
BEDROCK AB-13SCCR-1DACCR-1SAL21AL20AL22AL34AL61AL56IN ACTIVE ASH BASIN
ASH PORE WATER
ALLEN
STEAM
STATION
SOUTHPOINT ROADASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
(ASH STORAGE/
STRUCTURAL FILL)
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECTAA
1/17/2018
01/29/2018 9:04 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_A-COI.dwg
FIGURE 6-1
GENERAL CROSS SECTION A-A'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATIONA'ANOTE:
CROSS SECTION A-A' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
CAROLINAS
SCALE: AS SHOWN573.23'573.69'576.79'609.83'607.36'621.36'621.43'620.60'632.25'632.81'637.24'637.11'637.89'637.48'636.18'636.22'GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
597.25'WATER LEVEL
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECTBB
1/28/2018
01/29/2018 9:14 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 6-2
GENERAL CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 100 200 400
HORIZONTAL SCALE: 1" = 400'
VERTICAL SCALE: 1" = 80'
5X VERTICAL EXAGGERATION
CAROLINAS
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SOURCE INFORMATION:
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
SCALE: AS SHOWN
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE577.99'583.23'592.37'588.27'597.25'593.54'599.64'613.09'614.16'613.39'618.52'639.16'620.57'637.39'640.10'636.95'636.92'615.70'615.14'615.06'597.25'WATER LEVEL
BEDROCK
BEDROCK
BEDROCK
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ALLUVIUM
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH
FILL
FILL FILL
CATAWBA
RIVER
(LAKE WYLIE)
EL. 565'
(APPROX.)
C C'
(WEST)(EAST)GWA-17SGWA-17DGWA-18SGWA-18DAB-38DAB-38SSB-3AB-39DAB-39SAB-33DAB-33SAB-32DAB-32SGWA-5SGWA-5DGWA-5BRASH
STORAGE
AREA
INACTIVE ASH BASIN
ASH PORE WATER
ASH PORE
WATER
STRUCTURAL FILL
AB-38BRGWA-5BRAAB-1RALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
0 50 100 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL / C. NEWELL
XSECTCC
1/28/2018
01/29/2018 9:33 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_C-COI.DWG
FIGURE 6-3
GENERAL CROSS SECTION C-C'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
CROSS SECTION LOCATION
C'
C
NOTE:
CROSS SECTION C-C' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SCALE: AS SHOWN615.91'616.65'620.34'622.11'622.03'622.60'623.10'622.62'618.26'617.50'593.54'599.64'583.53'576.29'568.53'570.35'570.27'GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
597.25'WATER LEVEL
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
C. SUTTELL
DATE:ADAM FEIGL/C. NEWELL
XSECTDD
1/28/2018
01/29/2018 10:18 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
0 100 200 400
HORIZONTAL SCALE: 1" = 400'
VERTICAL SCALE: 1" = 80'
5X VERTICAL EXAGGERATION
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
CAROLINAS
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SCALE: AS SHOWN FIGURE 6-4
GENERAL CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA603.21'604.94'626.92'628.65'626.16'626.32'622.57'621.25'620.97'620.57'621.43'620.6'621.36'612.37'611.48'578.04'579.12'571.84'571.61'570.61'GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
597.25'WATER LEVEL
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
C. SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECTEE
1/28/2018
01/29/2018 10:26 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwgCAROLINAS
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
FIGURE 6-5
GENERAL CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
SCALE: AS SHOWN635.16'635.56'642.92'637.24'637.11'636.17'636.03'637.78'637.96'636.92'636.95'637.39'640.10'583.51'582.04'571.05'573.33'573.56'SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
597.25'WATER LEVEL
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G
R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
SCOTT SPINNER
DATE:ADAM FEIGL/ C. NEWELL
XSECTFF
1/28/2018
01/29/2018 10:35 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwgCAROLINAS
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
SCALE: AS SHOWN FIGURE 6-6
GENERAL CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
F'F636.04'634.65'638.31'635.83'635.69'635.67'636.93'637.86'636.35'636.54'636.61'636.42'636.20'595.20'600.35'599.49'565.48'565.42'SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
597.25'WATER LEVEL
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<AB-38S625.06
AB-4S639.32
AB-20S637.92
AB-21S636.46
AB-21SL636.54
AB-23S637.56
AB-24S635.89
AB-24SL637.44
AB-25S637.47
AB-25SL639.41
AB-27S618.99AB-28S639.89
AB-29S613.19AB-29SL612.97AB-30S617.20
AB-33S600.25
AB-34S612.28
AB-35S620.45AB-36S622.61
AB-37S623.43
AB-39S617.24
GWA -9S638.19
GWA -14S628.75
GWA -24S*638.30
AB-12S639.14
AB-13S638.70
BG-2S589.40
BG-3S607.32
BG-1S635.14
BG-4S576.88
GWA -16S605.00
GWA -19S628.65
GWA -21SNM
GWA -22S633.73
GWA -23S638.95
GWA -26S636.39
AB-1R621.55
AB-6A571.69AB-6R572.45
AB-9S571.22
AB-10S566.81
AB-22S595.74
AB-26S620.69
AB-31S578.36
AB-32S582.85
AB-1NM
GWA -1S617.29
GWA -2S566.08
GWA -3S572.40
GWA -4S572.39
GWA -5S570.65
GWA -6S597.75
GWA -7S583.35
AB-5637.21
AB-2624.58
GWA -8S608.32
GWA -15S627.26
GWA -8SANMGWA-17S616.98
GWA -18S624.48
GWA -24SANM590620590610600
5 7 5
590
5
7
0
600
638
610
620630580600580575
570580590600610620630580
6 3 8
638ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-7SHALLOW WATER LEVEL MAPMARCH 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED MARCH 27, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<&<
&<&<
&<
&<
&<
&<
&<&<&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
AB-4D639.21
AB-14D627.15
AB-20D637.48
AB-21D636.57
AB-23BRU624.56
AB-24D632.96 AB-25BRU636.84
AB-27D639.70AB-28D629.77
AB-29D614.06AB-30D620.06
AB-33D595.06
AB-34D611.34
AB-35D620.96
AB-36D623.03
AB-37D624.84
AB-38D624.80 AB-39D618.34
BG-1DANM
GWA -9D637.72
GWA -14D*627.76GWA-14DANM
GWA -19D626.75
GWA -21D*635.57
GWA -21DANM
GWA -23D638.81
GWA -24D636.07
BG-2D587.16
AB-12D639.83
AB-13D638.63
BG-3D606.92
BG-1D*635.47
BG-4D574.01
GWA -16D603.30
GWA -22D631.89
GWA -26D636.43
AB-9D569.10
AB-10D566.79
AB-11D611.26
AB-22D600.01
AB-26D584.53
AB-31D579.54
AB-32D577.51
GWA -1D616.75
GWA -2D575.36
GWA -3D574.81
GWA -4D572.05
GWA -5D571.92
GWA -7D577.92
GWA -6D*NM GWA -6DA597.81
AB-2D623.76
GWA -8D610.65
GWA -15D627.22
GWA -17D616.23
GWA -18D624.47590
590600600 590
5
8
0
570
6106205806005806205905805706106306 3 0
63060063863863 86 3 8 638ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-8DEEP WATER LEVEL MAPMARCH 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED MARCH 27, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<&<
&<
AB-21BR636.56
AB-25BR636.71
AB-35BR621.11
AB-14BR627.35
AB-21BRL636.32
AB-24BR636.05
AB-27BRNM
AB-38BR613.38
BG-2BR*586.50
BG-2BRA2NM
GWA -9BR637.71GWA-24BR634.94
BG-4BR573.63
GWA -21BR634.93
GWA -1BRNM
AB-22BR600.31
GWA -6BR*588.81
GWA -3BR*574.57
GWA -3BRANM
GWA -4BR571.94
GWA -5BR*571.97
GWA -5BRANM
AB-4BR639.22
AB-22BRLNM
GWA -6BRANM
5806 2 0600580
580620600580
6 3 0
630
610610590570
570590637
637 ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-9BEDROCK WATER LEVEL MAPMARCH 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED MARCH 27, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
AB-38S623.10
AB-4S637.39
AB-20S637.86
AB-21S636.20
AB-21SL636.42
AB-23S637.80
AB-24S637.96
AB-24SL637.78
AB-25S640.10
AB-25SL637.39
AB-27S639.16AB-28S641.23
AB-29S613.39AB-29SL613.09AB-30S617.74
AB-33S599.64
AB-34S612.37
AB-35S621.36AB-36S620.57
AB-37S621.25
AB-39S617.50
GWA -9S635.67
GWA -14S627.11
GWA -24S*638.31
BG-2S590.34
AB-12S635.88
AB-13S637.11
BG-3S607.05
BG-1S634.71
BG-4S576.79
GWA -16S604.94
GWA -19S628.65
GWA -21S642.92
GWA -22S632.81
GWA -23S637.48
GWA -26S636.18
AB-1R620.34
AB-6A570.76AB-6R571.45
AB-9S570.51
AB-10S565.48AB-22S595.20
AB-26S582.04
AB-31S578.04
AB-32S583.53
AB-1NM
GWA -1S615.70
GWA -2S570.81
GWA -3S571.05
GWA -4S571.61
GWA -5S568.53
GWA -6S597.25
GWA -7S583.23
AB-5636.56
AB-2622.06
GWA -8S607.36
GWA -15S626.16
GWA -8SANM
GWA -17S616.65
GWA -18S622.03
GWA -24SANM590620590610630
6 0 0
6 4 0
640
610
620580580600
640570580590
600
610620630580590600570ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-10SHALLOW WATER LEVEL MAPSEPTEMBER 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED BY SEPTEMBER 11, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<&<
&<&<
&<
&<
&<
&<
&<&<&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
AB-4D637.55
AB-14D625.17
AB-20D636.93
AB-21D636.61
AB-23BRU622.48
AB-24D636.03 AB-25BRU636.95
AB-27D618.52AB-28D630.01
AB-29D614.16AB-30D620.11
AB-33D593.54
AB-34D611.48
AB-35D620.60AB-36D620.97
AB-37D622.57
AB-38D622.60 AB-39D618.26
BG-1DA635.92
GWA -9D635.69
GWA -14D*NMGWA-14DA628.23
GWA -19D626.92
GWA -21D*NM
GWA -21DA635.56
GWA -23D637.89
GWA -24D636.04
BG-2D588.53
AB-12D637.33
AB-13D637.24
BG-3D606.68
BG-1D*NM
BG-4D573.69
GWA -16D603.21
GWA -22D632.26
GWA -26D636.22
AB-9D567.81
AB-10D565.42
AB-11D609.50
AB-22D600.35
AB-26D583.51
AB-31D579.12
AB-32D576.29
GWA -1D615.14
GWA -2D573.33
GWA -3D573.33
GWA -4D570.61
GWA -5D570.35
GWA -7D577.99
GWA -6D*NM
GWA -6DA592.37
GWA -15D626.32
AB-2D622.23
GWA -8D609.83
GWA -17D615.91
GWA -18D622.11590
5906006005 9 0
6 0 0
5
8
0
570
6306106205806005806205905805706306106 3 7
637
6 3763 7
ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-11DEEP WATER LEVEL MAPSEPTEMBER 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED BY SEPTEMBER 11, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<&<
&<
AB-21BR636.54
AB-25BR636.92
AB-35BR621.43
AB-14BR625.41
AB-21BRL636.35
AB-24BR636.17
AB-27BR620.58
AB-38BR611.11
BG-2BR*NM
BG-2BRA2584.31
GWA -9BR635.83GWA-24BR634.65
BG-4BR573.23
GWA -21BR635.16
GWA -1BR615.06
AB-22BR599.49
GWA -6BR*588.27
GWA -3BR*NM
GWA -3BRA573.56
GWA -4BR571.84
GWA -5BR*NM
GWA -5BRA570.27
AB-4BR638.32
GWA -6BRANM
AB-22BRLNM
6 3 0
6 3 0580 580
620600580580620600570570
590590
610610637
637590 590ACTIVEASH BASIN
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612INACTIVEASH BASIN
ASHSTORAGE
ASHSTORAGE
CATAW BA RIVER(LAKE WYLIE)WATER ELEVATION565' (APPROX)DISCHARG E CANALW ATER ELEVATIO N 570' (APPROX)STRUCTURALFILL
FIGURE 6-12BEDROCK WATER LEVEL MAPSEPTEMBER 2017ALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAG ER: C. SUTTELLCHECKED BY: L. DRAGO
DAT E: 01 /26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Fig06-07 to 06-12 Water Level Maps_v2.mxd
425 0 425 850212.5
GRAPHIC SCALE IN FEET
NOT ES:WAT ER L EVELS COLLECTED BY SEPTEMBER 11, 2017.
NM - NOT MEA SURED DURING 2 4-HOUR WATER LEVEL EVENT.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFELCT INFORMATION AVAILABLE UPTO DECEMBER 31,2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88(NAVD 88).
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.IMAGE COLLECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83/2011).
LE GEND
&<
MONITORI NG WEL L I N ASH PORE WATERELEVATION IN FEET (NAVD 88)
&<
MONITORI NG WELLELEVATION IN FEET (NAVD 88)
&<
BACKGROUND MON ITORING WELLELEVATION IN FEET (NAVD 88)
WATER SUPPLY WELL
WATER LEVEL CONTO UR IN FEET (NAVD 88)
INFERR ED WATER LEVEL CON TOUR IN FEET (NAVD 88)INTERMEDIATE WATER LEVEL CONTOURIN FEET (N AVD 88)
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
ABANDO NED WELLMW-101*
GROUND WATER FL OW DIRECTION
LANDFILL BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROL INAS ALLEN PLANTSITE BOUNDARY
LANDFILL CO MPLI ANCE BOUNDARY
INACTI VE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
DORS FILL S BOUNDARIES
<<<<<<<
<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<&<
&<&<
&<
&<
&<
&<
&<&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
ASH
STORAGE
ASH
STORAGE
STRUCTURAL
FILL
RETIRED ASH BASIN
ASH LANDFILL
PERMIT NO. 3612
CATAWBA RIVER
(LAKE WYLIE)
D IS C H A R G E C A N A L POWER PLANT
BELL POST RDHIGHLAND PLCADMAN CTJOHN DOUGLAS DRDA N A M I C H E LL E C TSHADYCREEK CTMICHAELDOMINICK DRF O R E S T
B A Y C T
WARREN
DR
LAKEHILL CTIDLEWOODLN2651COLCHESTERCTAPPLEWOODPOI
NT LNL A K E B R E E Z E L N MITCHELL STH IG H L A N D WAY
G O R D O N L N 2798THE HOTHOLE RDW OO D B E ND D R
M I D W O O D L N
LAKESIDE CIR
FA RM R DTUCKER R D
BASI
L DRH E AT H E R
G L E N L NLAKEFRONT DRO
L
D
S
P
R
I
N
G

R
D
SHOREW OOD PLPENI
NSULA DRT A N G L E W O O D C O V E
W ILD LI FE R DLAKE MI
ST DREGRET RIDG EELLI
NGTON RDWATERVI
EW DRCYPRUS RD
RIVER RUN
W I N G P O I N T D RQUIET WATERS RDR E E S E W I L S O N R DLAKE FRONT DRPLANT ALLEN RD
S POINT RDCANAL RDSOUTHPOINT RDA R M S T R O N G R D
LOW ER ARMSTRONG RDAB-04S to
AB-04D
-0.006
AB-09S to
AB-09D
0.025
AB-10S to
AB-10D
0.001
AB-12S to
AB-12D
-0.019
AB-13S to
AB-13D
-0.002
AB-20S to
AB-20D
0.008 AB-21S to
AB-21D
-0.003
AB-22S to
AB-22D
-0.074
AB-23S to
AB-23BRU
0.174
AB-24S to
AB-24D
0.019
AB-25S to
AB-25BRU
0.032
AB-26S to
AB-26D
-0.014
AB-27S to
AB-27D
0.212AB-28S to
AB-28D
0.076
AB-29S to AB-29D
-0.008
AB-30S to
AB-30D
-0.019
AB-31S to
AB-31D
-0.016
AB-32S to
AB-32D
0.121
AB-33S to
AB-33D
0.067
AB-34S to
AB-34D
0.003
AB-35S to
AB-35D
0.010
AB-36S to
AB-36D
-0.005
AB-37S to
AB-37D
-0.025
AB-38S to
AB-38D
0.009
AB-39S to
AB-39D
-0.016
BG-01S to
BG-01DA
-0.016
BG-02S to
BG-02D
0.037
BG-03S to
BG-03D
0.020
BG-04S to
BG-04D
0.134
GWA-01S to
GWA-01D
0.008
GWA-02S to
GWA-02D
-0.025
GWA-03S to
GWA-03D
-0.018
GWA-04S to
GWA-04D
0.012
GWA-05S to
GWA-05D
-0.019
GWA-06S to
GWA-06DA
0.054
GWA-07S to
GWA-07D
0.046
GWA-08S to
GWA-08D
-0.035
GWA-09S to
GWA-09D
0.000
GWA-14S to
GWA-14DA
-0.014
GWA-15S to
GWA-15D
-0.003
GWA-16S to
GWA-16D
0.034
GWA-17S to
GWA-17D
0.017
GWA-18S to
GWA-18D
-0.003
GWA-19S to
GWA-19D
0.022
GWA-21S to
GWA-21DA
0.049
GWA-22S to
GWA-22D
0.004
GWA-23S to
GWA-23D
-0.008
GWA-24S to
GWA-24D
0.024
GWA-26S to
GWA-26D
-0.001
NOTES:
WATER LEVELS WERE COLLECTED SEPTEMBER 11, 2017.
SURFACE/CONTOUR DATA TRUNCATED AT EXTENT OF SAMPLING DATA.
DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO
DECEMBER 31, 2015.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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 6-13
POTENTIAL VERTICAL GRADIENT
BETWEEN SHALLOW AND DEEP ZONES
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINADRAWN BY: B. YOUNG
PROJECT MANAGER: C. SUTTELL
CHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig06-13 - Potential Vertical Gradient.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANT
SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
POTENTIAL VERTICAL GRADIENT
UPWARD: -0.073
DOWNWARD : 0.212
0
POTENTIAL VERTICAL GRADIENT (foot per foot)1
Well ID Potential Vertical
Gradient Direction
AB-04S to AB-04D -0.006 Upward
AB-09S to AB-09D 0.025 Downward
AB-10S to AB-10D 0.001 Downward
AB-12S to AB-12D -0.019 Upward
AB-13S to AB-13D -0.002 Upward
AB-20S to AB-20D 0.008 Downward
AB-21S to AB-21D -0.003 Upward
AB-22S to AB-22D -0.074 Upward
AB-23S to AB-23BRU 0.174 Downward
AB-24S to AB-24D 0.019 Downward
AB-25S to AB-25BRU 0.032 Downward
AB-26S to AB-26D -0.014 Upward
AB-27S to AB-27D 0.212 Downward
AB-28S to AB-28D 0.076 Downward
AB-29S to AB-29D -0.008 Upward
AB-30S to AB-30D -0.019 Upward
AB-31S to AB-31D -0.016 Upward
AB-32S to AB-32D 0.121 Downward
AB-33S to AB-33D 0.067 Downward
AB-34S to AB-34D 0.003 Downward
AB-35S to AB-35D 0.010 Downward
AB-36S to AB-36D -0.005 Upward
AB-37S to AB-37D -0.025 Upward
AB-38S to AB-38D 0.009 Downward
AB-39S to AB-39D -0.016 Upward
BG-01S to BG-01DA -0.016 Upward
BG-02S to BG-02D 0.037 Downward
BG-03S to BG-03D 0.020 Downward
BG-04S to BG-04D 0.134 Downward
GWA-01S to GWA-01D 0.008 Downward
GWA-02S to GWA-02D -0.025 Upward
GWA-03S to GWA-03D -0.018 Upward
GWA-04S to GWA-04D 0.012 Downward
GWA-05S to GWA-05D -0.019 Upward
GWA-06S to GWA-06DA 0.054 Downward
GWA-07S to GWA-07D 0.046 Downward
GWA-08S to GWA-08D -0.035 Upward
GWA-09S to GWA-09D 0.000 Upward
GWA-14S to GWA-14DA -0.014 Upward
GWA-15S to GWA-15D -0.003 Upward
GWA-16S to GWA-16D 0.034 Downward
GWA-17S to GWA-17D 0.017 Downward
GWA-18S to GWA-18D -0.003 Upward
GWA-19S to GWA-19D 0.022 Downward
GWA-21S to GWA-21DA 0.049 Downward
GWA-22S to GWA-22D 0.004 Downward
GWA-23S to GWA-23D -0.008 Upward
GWA-24S to GWA-24D 0.024 Downward
GWA-26S to GWA-26D -0.001 Upward
Shallow to Deep
<<<<<<<
<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
ASH
STORAGE
ASH
STORAGE
STRUCTURAL
FILL
RETIRED ASH BASIN
ASH LANDFILL
PERMIT NO. 3612
CATAWBA RIVER
(LAKE WYLIE)
D IS C H A R G E C A N A L POWER PLANT
BELL POST RDHIGHLAND PLCADMAN CTJOHN DOUGLAS DRDA N A M I C H E LL E C TSHADYCREEK CTMICHAELDOMINICK DRF O R E S T
B A Y C T
WARREN
DR
LAKEHILL CTIDLEWOODLN2651COLCHESTERCTAPPLEWOODPOI
NT LNL A K E B R E E Z E L N MITCHELL STH IG H L A N D WAY
G O R D O N L N 2798THE HOTHOLE RDW OO D B E ND D R
S O U T H P O IN T D R
M I D W O O D L N
LAKESIDE CIR
FA RM R DTUCKER R D
BASI
L DRH E AT H E R
G L E N L NLAKEFRONT DRO
L
D
S
P
R
I
N
G

R
D
SHOREW OOD PLPENI
NSULA DRT A N G L E W O O D C O V E
W ILD LI F E R DLAKE MI
ST DREGRET RIDG EELLI
NGTON RDWATERVI
EW DRCYPRUS RD
RIVER RUN
W I N G P O I N T D RQUIET WATERS RDR E E S E W I L S O N R DLAKE FRONT DRPLANT ALLEN RD
S POINT RDCANAL RDSOUTHPOINT RDA R M S T R O N G R D
LOW ER ARMSTRONG RDAB-04S to
AB-04BR
-0.014
AB-21S to
AB-21BR
-0.002
AB-22S to
AB-22BR
-0.038
AB-24S to
AB-24BR
0.013
AB-25S to
AB-25BR
0.024
AB-27S to
AB-27BR
0.109
AB-35S to
AB-35BR
0.000
AB-38S to
AB-38BR
0.005
BG-02S to
BG-02BRA2
0.080
BG-04S to
BG-04BR
0.046
GWA-01S to
GWA-01BR
0.006
GWA-03S to
GWA-03BRA
-0.016
GWA-04S to
GWA-04BR
-0.002
GWA-05S to
GWA-05BRA
-0.014
GWA-06S to
GWA-06BR
0.064
GWA-09S to
GWA-09BR
-0.001
GWA-21S to
GWA-21BR
0.046
GWA-24S to
GWA-24BR
0.027
NOTES:
WATER LEVELS WERE COLLECTED SEPTEMBER 11, 2017.
SURFACE/CONTOUR DATA TRUNCATED AT EXTENT OF SAMPLING DATA.
DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO
DECEMBER 31, 2015.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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 6-14
POTENTIAL VERTICAL GRADIENT
BETWEEN SHALLOW AND BEDROCK ZONES
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINADRAWN BY: B. YOUNG
PROJECT MANAGER: C. SUTTELL
CHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig06-14 - Potential Vertical Gradient.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANT
SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
POTENTIAL VERTICAL GRADIENT
UPWARD: -0.073
DOWNWARD : 0.212
0
POTENTIAL VERTICAL GRADIENT (foot per foot)1
Well ID Potential Vertical
Gradient Direction
AB-04S to AB-04BR -0.014 Upward
AB-21S to AB-21BR -0.002 Upward
AB-22S to AB-22BR -0.038 Upward
AB-24S to AB-24BR 0.013 Downward
AB-25S to AB-25BR 0.024 Downward
AB-27S to AB-27BR 0.109 Downward
AB-35S to AB-35BR 0.000 Upward
AB-38S to AB-38BR 0.005 Downward
BG-02S to BG-02BRA2 0.080 Downward
BG-04S to BG-04BR 0.046 Downward
GWA-01S to GWA-01BR 0.006 Downward
GWA-03S to GWA-03BRA -0.016 Upward
GWA-04S to GWA-04BR -0.002 Upward
GWA-05S to GWA-05BRA -0.014 Upward
GWA-06S to GWA-06BR 0.064 Downward
GWA-09S to GWA-09BR -0.001 Upward
GWA-21S to GWA-21BR 0.046 Downward
GWA-24S to GWA-24BR 0.027 Downward
Shallow to Bedrock
<<<<<<<
<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
ASH
STORAGE
ASH
STORAGE
STRUCTURAL
FILL
RETIRED ASH BASIN
ASH LANDFILL
PERMIT NO. 3612
CATAWBA RIVER
(LAKE WYLIE)
D IS C H A R G E C A N A L POWER PLANT
BELL POST RDHIGHLAND PLCADMAN CTJOHN DOUGLAS DRDA N A M I C H E LL E C TSHADYCREEK CTMICHAELDOMINICK DRF O R E S T
B A Y C T
WARREN
DR
LAKEHILL CT2651COLCHESTERCTAPPLEWOODPOI
NT LNL A K E B R E E Z E L N MITCHELL STHI GH LA N D WAY
G O R D O N L N 2798THE HOTHOLE RDW OO D B E ND D R
S O U T H P O I N T D R
M I D W O O D L N
LAKESIDE CIR
F A R M R DTUCKER R D
BASI
L DRH E AT H E R
G L E N L NLAKEFRONT DRO
L
D
S
P
R
I
N
G

R
D
SHOREW OOD PLPENI
NSULA DRT A N G L E W O O D C O V E
W ILD LI F E R DLAKE MI
ST DREGRET RIDG EELLI
NGTON RDWATERVI
EW DRCYPRUS RD
RIVER RUN
W I N G P O I N T D RQUIET WATERS RDR E E S E W I L S O N R DLAKE FRONT DRPLANT ALLEN RD
S POINT RDCANAL RDSOUTHPOINT RDA R M S T R O N G R D
LOW ER ARMSTRONG RDAB-04D to
AB-04BR
-0.021
AB-14D to
AB-14BR
-0.003
AB-21D to
AB-21BR
0.003
AB-22D to
AB-22BR
0.020
AB-24D to
AB-24BR
-0.003
AB-25BRU to
AB-25BR
0.001
AB-27D to
AB-27BR
-0.028
AB-35D to
AB-35BR
-0.013
AB-38D to
AB-38BR
-0.001
BG-02D to
BG-02BRA2
0.159
BG-04D to
BG-04BR
0.009
GWA-01D to
GWA-01BR
0.002
GWA-03D to
GWA-03BRA
-0.007
GWA-04D to
GWA-04BR
-0.023
GWA-05D to
GWA-05BRA
0.003
GWA-06DA to
GWA-06BR
0.079
GWA-09D to
GWA-09BR
-0.004
GWA-21DA to
GWA-21BR
0.019
GWA-24D to
GWA-24BR
0.037
NOTES:
WATER LEVELS WERE COLLECTED SEPTEMBER 11, 2017.
SURFACE/CONTOUR DATA TRUNCATED AT EXTENT OF SAMPLING DATA.
DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO
DECEMBER 31, 2015.
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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 6-15
POTENTIAL VERTICAL GRADIENT
BETWEEN DEEP AND BEDROCK ZONES
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINADRAWN BY: B. YOUNG
PROJECT MANAGER: C. SUTTELL
CHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig06-15 - Potential Vertical Gradient.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANT
SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
LEGEND
POTENTIAL VERTICAL GRADIENT
UPWARD: -0.073
DOWNWARD : 0.212
0
POTENTIAL VERTICAL GRADIENT (foot per foot)1
Well ID Potential Vertical
Gradient Direction
AB-04D to AB-04BR -0.021 Upward
AB-14D to AB-14BR -0.003 Upward
AB-21D to AB-21BR 0.003 Downward
AB-22D to AB-22BR 0.020 Downward
AB-24D to AB-24BR -0.003 Upward
AB-25BRU to AB-25BR 0.001 Downward
AB-27D to AB-27BR -0.028 Upward
AB-35D to AB-35BR -0.013 Upward
AB-38D to AB-38BR -0.001 Upward
BG-02D to BG-02BRA2 0.159 Downward
BG-04D to BG-04BR 0.009 Downward
GWA-01D to GWA-01BR 0.002 Downward
GWA-03D to GWA-03BRA -0.007 Upward
GWA-04D to GWA-04BR -0.023 Upward
GWA-05D to GWA-05BRA 0.003 Downward
GWA-06DA to GWA-06BR 0.079 Downward
GWA-09D to GWA-09BR -0.004 Upward
GWA-21DA to GWA-21BR 0.019 Downward
GWA-24D to GWA-24BR 0.037 Downward
Deep to Bedrock
NOTES:
1.BASE MAP FROM USGS BELMONT N.C.-S.C. AND CHARLOTTE WEST, N.C. 7.5-MINUTE TOPOGRAPHIC QUADRANGLES
TOPOGRAPHIC LINEAMENTS AND ROSE DIAGRAM
DUKE ENERGY CAROLINAS, LLC
ALLEN STEAM STATION ASH BASIN
GASTON COUNTY, NORTH CAROLINA
DATE
AUGUST 2015
FIGURE
6-16
0
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
Scale in Feet
AERIAL PHOTOGRAPHY LINEAMENTS AND ROSE DIAGRAM
DUKE ENERGY CAROLINAS, LLC
ALLEN STEAM STATION ASH BASIN GASTON COUNTY, NORTH CAROLINA
DATE
AUGUST 2015
FIGURE
6-17
!
!!
(
((
!
!
!!
!!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!
(
(
((
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
!
!
!
!
!
!
!
<
<
<
<
<
<
<
ACTIVE
ASH BASIN
INACTIVE
ASH
BASIN
CATAWBA RIVER
(LAKE WYLIE)
D IS C H A R G E C A N A L
STRUCTURAL
FILL
POWER PLANT
ASH
STORAGE
ASH
STORAGE
RETIRED ASH BASIN
ASH LANDFILL
PERMIT NO. 3612
STRUCTURAL
FILL
COI RESULT UNITS PBTV PSRG
pH 3.6 j S.U.4.3 - 6.8 NE
SULFATE 745 mg/kg 540 NE
pH 3.8 j S.U.4.3 - 6.8 NE
MANGANESE 1990 mg/kg 1786 65
SELENIUM 3.2 j mg/kg 2.1 2.1
SULFATE 1590 mg/kg 540 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 22.1 mg/kg 14.41 NE
GWA-06D (88.5-105.5)
GWA-06D (28.5-30)
GWA-06D (33.5-35)
COI RESULT UNITS PBTV PSRG
COBALT 56.8 mg/kg 48.6 0.9
COI RESULT UNITS PBTV PSRG
COBALT 82.3 mg/kg 48.6 0.9
AB-32S (33.5-35)
AB-32S (13.5-15)
COI RESULT UNITS PBTV PSRG
SELENIUM 2.5 j mg/kg 2.1 2.1
COI RESULT UNITS PBTV PSRG
pH 7.1 j S.U.4.3 - 6.8 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 17.5 mg/kg 14.41 NE
GWA-05D (119-120)
GWA-05D (2-4)
GWA-05D (83.5-85)
COI RESULT UNITS PBTV PSRG
STRONTIUM 26.3 mg/kg 14.41 NE
GWA-04D (58-65)
COI RESULT UNITS PBTV PSRG
CHROMIUM 24.2 mg/kg 20.42 3.8
AB-27D (23.5-25)
COI RESULT UNITS PBTV PSRG
STRONTIUM 25.8 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 7.1 j S.U.4.3 - 6.8 NE
GWA-03BR (147.5-147.5)
GWA-03BR (58.5-60)
COI RESULT UNITS PBTV PSRG
STRONTIUM 14.7 mg/kg 14.41 NE
GWA-02D (33.5-35)
COI RESULT UNITS PBTV PSRG
CHROMIUM 21.7 mg/kg 20.42 3.8
SELENIUM 3.4 j mg/kg 2.1 2.1
COI RESULT UNITS PBTV PSRG
SELENIUM 3.5 j mg/kg 2.1 2.1
VANADIUM 136 mg/kg 132.2 6
COI RESULT UNITS PBTV PSRG
pH 7.0 j S.U.4.3 - 6.8 NE
STRONTIUM 18.1 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 15.3 mg/kg 14.41 NE
GWA-01D (13.5-15)
GWA-01D (68.5-70)
GWA-01D (81-82)
GWA-01D (8.5-10)
COI RESULT UNITS PBTV PSRG
pH 8.1 j S.U.4.3 - 6.8 NE
CHROMIUM 22.5 mg/kg 20.42 3.8
MANGANESE 2360 mg/kg 1786 65
STRONTIUM 53.1 mg/kg 14.41 NE
AB-25BR (143-143)
COI RESULT UNITS PBTV PSRG
pH 7.3 j S.U.4.3 - 6.8 NE
STRONTIUM 18.5 mg/kg 14.41 NE
AB-21BR (156-157)COI RESULT UNITS PBTV PSRG
pH 7.0 j S.U.4.3 - 6.8 NE
AB-22D (13-14.5)
COI RESULT UNITS PBTV PSRG
pH 4.0 j S.U.4.3 - 6.8 NE
ARSENIC 15.2 mg/kg 3.7 5.8
SELENIUM 3.4 mg/kg 2.1 2.1
SULFATE 1650 mg/kg 540 NE
SB-07 (8.5-10)
COI RESULT UNITS PBTV PSRG
pH 7 S.U.4.3 - 6.8 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 18.6 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
CHROMIUM 112 mg/kg 20.42 3.8
STRONTIUM 93.5 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 37.3 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 7.5 S.U.4.3 - 6.8 NE
STRONTIUM 20.1 mg/kg 14.41 NE
GWA-15D (19-21)
GWA-15D (29-31)
GWA-15D (66-68)
GWA-15D (9-11)
GWA-15D (1.9-2)
COI RESULT UNITS PBTV PSRG
pH 8 S.U.4.3 - 6.8 NE
AB-35BR (185-185)
COI RESULT UNITS PBTV PSRG
ARSENIC 39.8 mg/kg 3.7 5.8
SELENIUM 3.7 mg/kg 2.1 2.1
STRONTIUM 101 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 4.2 S.U.4.3 - 6.8 NE
AB-34D (14-14)
AB-34D (34-34)
COI RESULT UNITS PBTV PSRG
pH 7.3 j S.U.4.3 - 6.8 NE
STRONTIUM 31.5 mg/kg 14.41 NE
AB-39D (53.5-55)
COI RESULT UNITS PBTV PSRG
pH 7.2 j S.U.4.3 - 6.8 NE
GWA-07D (107-123)
COI RESULT UNITS PBTV PSRG
pH 7.0 j S.U.4.3 - 6.8 NE
AB-22D (13-14.5)
COI RESULT UNITS PBTV PSRG
BARIUM 1420 mg/kg 233 580
COBALT 931 mg/kg 48.6 0.9
MANGANESE 19500 mg/kg 1786 65
MOLYBDENUM 22.7 mg/kg 4.6 NE
SELENIUM 5 mg/kg 2.1 2.1
STRONTIUM 34.5 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
SELENIUM 2.5 j mg/kg 2.1 2.1
AB-25BRU (52.3-53.7)
AB-25BRU (62.3-63.7)
COI RESULT UNITS PBTV PSRG
STRONTIUM 21.6 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
CHROMIUM 47.7 mg/kg 20.42 3.8
STRONTIUM 37.2 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
STRONTIUM 16.7 mg/kg 14.41 NE
AB-28D (14-15.5)
AB-28D (59.9-60.5)
AB-28D (69-70.5)
COI RESULT UNITS PBTV PSRG
STRONTIUM 21.5 mg/kg 14.41 NE
pH 7.3 j S.U.4.3 - 6.8 NE
STRONTIUM 20 mg/kg 14.41 NE
SB-06 (78.5-80)
SB-06 (83.5-85)
COI RESULT UNITS PBTV PSRG
BORON 78.5 j mg/kg 23.4 45
IRON 73400 mg/kg 69316 150
STRONTIUM 46.9 mg/kg 14.41 NE
VANADIUM 191 mg/kg 132.2 6
SB-02 (33.5-35)
ARSENIC 36 mg/kg 3.7 5.8
STRONTIUM 106 mg/kg 14.41 NE
CHROMIUM 20.7 mg/kg 20.42 3.8
SB-08 (33.5-35)
SB-08 (43.5-45)
STRONTIUM 19.4 mg/kg 14.41 NE
SB-09 (53.5-60)
COI RESULT UNITS PBTV PSRG
pH 6.9 j S.U.4.3 - 6.8 NE
STRONTIUM 16.3 mg/kg 14.41 NE
AB-37D (20-23)
COI RESULT UNITS PBTV PSRG
BORON 45.7 mg/kg 23.4 45
CHROMIUM 31.1 mg/kg 20.42 3.8
COI RESULT UNITS PBTV PSRG
pH 3.9 S.U.4.3 - 6.8 NE
BORON 63.4 mg/kg 23.4 45
CHROMIUM 94.6 mg/kg 20.42 3.8
SELENIUM 4.7 j mg/kg 2.1 2.1
SULFATE 692 mg/kg 540 NE
SB-04 (25-26.5)
SB-04 (30-31.5)
COI RESULT UNITS PBTV PSRG
ARSENIC 8.4 mg/kg 3.7 5.8
STRONTIUM 22.5 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 7.1 j S.U.4.3 - 6.8 NE
SELENIUM 7 mg/kg 2.1 2.1
SB-03 (43.5-45)
SB-03 (53.5-55)
COI RESULT UNITS PBTV PSRG
CHROMIUM 47.3 mg/kg 20.42 3.8
COI RESULT UNITS PBTV PSRG
CHROMIUM 48.8 mg/kg 20.42 3.8
COI RESULT UNITS PBTV PSRG
pH 7.1 S.U.4.3 - 6.8 NE
CHROMIUM 28.7 mg/kg 20.42 3.8
STRONTIUM 38.6 mg/kg 14.41 NE
GWA-8D (88.5-90)
GWA-8D (48.5-50)
GWA-08D (38.5-40)
COI RESULT UNITS PBTV PSRG
pH 7.7 S.U.4.3 - 6.8 NE
ARSENIC 10.3 mg/kg 3.7 5.8
SELENIUM 11.6 mg/kg 2.1 2.1
STRONTIUM 63.6 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
BORON 47.6 mg/kg 23.4 45
CHROMIUM 20.8 mg/kg 20.42 3.8
SB-05 (38.5-40)
SB-05 (43.5-45)
COI RESULT UNITS PBTV PSRG
pH 6.9 j S.U.4.3 - 6.8 NE
STRONTIUM 16.3 mg/kg 14.41 NE
AB-37D (20-23)
COI RESULT UNITS PBTV PSRG
pH 7.2 j S.U.4.3 - 6.8 NE
ARSENIC 44.5 mg/kg 3.7 5.8
STRONTIUM 176 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 7 j S.U.4.3 - 6.8 NE
STRONTIUM 17.5 mg/kg 14.41 NE
COI RESULT UNITS PBTV PSRG
pH 7 j S.U.4.3 - 6.8 NE
CHROMIUM 103 mg/kg 20.42 3.8
STRONTIUM 52.3 mg/kg 14.41 NE
SB-01 (3-5)
SB-01 (43.5-45)
SB-01 (48.5-50)
W
HITE IBIS CT
DA N A M IC H E L LE C TSHADY CREEK CTMICHAEL DOMINICK DRTU CKERR D
G O R D O N L N
W OO D B END D R
FA R M R D
BASI
L DRO
L
D
S
P
R
I
N
G

R
D
SHOREW OOD PLEL LINGTO N RDTANGLEWOOD C O VELAKEMI
ST DRW
A
T
E
R
VIE
W D
RCYPRUS RDW I N G P O I N T D R
EGRET RIDG ECANAL RDARMSTRONG RDLOW ER ARMSTRONG RDS POINT RDNOTES:
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
NATURAL RESOURCES TECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTER
WHEELER, INC., MAY 29, 2015.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON OCTOBER 11, 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).
FIGURE 7-1
POTENTIAL SECONDARY SOURCE
SOIL ANALYTICAL RESULTS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINADRAWN BY: B. YOUNG
PROJECT MANAGER: C. SUTTELL
CHECKED BY: L. DRAGO
DATE: 01/16/2018
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Fig07-01 - Secondary Soil Results.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANT
SITE BOUNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
SATURATED SOIL SAMPLE LOCATION AND DEPTH
(FEET BELOW GROUND SURFACE)!(
MIX OF UNSATURATED AND SATURATED
SOIL SAMPLES AT LOCATION AND DEPTH
(FEET BELOW GROUND SURFACE)
!<
UNSATURATED SOIL SAMPLE LOCATION AND DEPTH
(FEET BELOW GROUND SURFACE)!(
FIGURE 9-1
PIPER DIAGRAM – AOW AND SURFACE WATER
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: T. PLATING
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment
\CSAs\2018-01 CSA Update\Final\Figures\Figure 9-1 Piper AOW and SW.pdf
Location ID
Notes:
Orange– Areas of Wetness
Purple–Surface Water
Green–Ponded Water Within Ash Basin
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.
Generally characteristic of
background groundwater
conditions
Generally characteristic of
ash pore water
Lake Wylie
(Catawba River)
Free Water in
Ash basin
A Active Ponded 1
I ANIN001
B ANSP005
J ANSW-015
C ANTD001
K ANWW-001
L ANWW-003
E ANWW-004
M Pipe-RAB-CMP
G S-01
O S-02
H S-03
P S-04
H S-05
A S-06
I S-07
B S-08
J S-08B
C S-10
K Tower-0.3m
I SW-01
M SW-02
O SW-03
J SW-04
P SW-05
L SW-06
k SW-07
s SW-08
u SW-D1
z SW-U1
FIGURE 10-1
PIPER DIAGRAM – BACKGROUND AND
UPGRADIENT WELLS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support
\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 10-1 Piper
Background and Upgradient.pdf
Well ID
Notes:
Grey– NCDEQ – Accepted background well
Black – Proposed additional background 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.
Generally characteristic of
background groundwater
conditions
GWA-26D
GWA-23S
AB-12S
GWA-21S
IAB-12D
JAB-12S
ABG-01S
KBG-02BRA-2
BBG-02D
LBG-02S
LBG-03D
MBG-03S
CBG-04BR
DBG-04D
EBG-04S
OGWA-16D
PGWA-16S
GGWA-19S
HGWA-21BR
jGWA-21DA
IGWA-21S
JGWA-23S
KGWA-26D
LGWA-26S
FIGURE 10-2
PIPER DIAGRAM – SHALLOW FLOW LAYER
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment
\CSAs\2018-01 CSA Update\Final\Figures\Figure 10-2 Piper Shallow.pdf
Well ID
Notes:
Blue– Upgradient or sidegradient well
Green– Downgradient 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.
Generally characteristic of
background groundwater
conditions
Generally characteristic of
ash pore water
I AB-01R
I AB-04S
I AB-05
J AB-06A
K AB-06R
L AB-10S
M AB-22S
O AB-26S
P AB-31S
C AB-36S
D GWA-01S
C GWA-02S
E GWA-03S
G GWA-04S
K GWA-07S
G GWA-08S
L GWA-09S
M GWA-14S
H GWA-15S
I GWA-17S
J GWA-18S
G GWA-22S
FIGURE 10-3
PIPER DIAGRAM – DEEP FLOW LAYER
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support
\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 10-3 Piper Deep.pdf
Well ID
Notes:
Blue– Upgradient or sidegradient well
Green– Downgradient 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.
Generally characteristic of
background groundwater
conditions
Generally characteristic of
ash pore water
AAB-02D
HAB-09D
IAB-10D
OAB-11D
LAB-13D
AAB-14D
PAB-20D
GAB-22D
LAB-26D
BAB-27D
EAB-29D
KAB-30D
JAB-32D
LAB-33D
DAB-34D
GAB-36D
L AB-38D
P AB-39D
E GW A-01D
O GWA-02D
P GWA-03D
M GWA-04D
O GWA-05D
I GWA-07D
DGWA-08D
CGWA-09D
AB-14D
kGW A-14DA
jGWA-15D
pGWA-17D
tGWA-18D
oGWA-22D
lGWA-24D
FIGURE 10-4
PIPER DIAGRAM – BEDROCK FLOW LAYER
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. KINSEY
PROJECT MANAGER: C. SUTTELL
LAYOUT: E. KINSEY
DATE: JANUARY 2018
FILEPATH: P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment
\CSAs\2018-01 CSA Update\Final\Figures\Figure 10-4 Piper Bedrock.pdf
Well ID
Notes:
Blue– Upgradient or sidegradient well
Green– Downgradient 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.
Generally characteristic of
background groundwater
conditions
Generally characteristic of
ash pore water
I AB-14BR
I AB-21BRL
J AB-22BR
K AB-24BR
L AB-27BR
M AB-35BR
O AB-38BR
P GWA-01BR
A GWA-04BR
B GWA-05BRA
C GWA-06BR
D PH ADJ BLDG
E PH WELL
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-20.2 9 j
AB-6R0.1 2 j
AB-10S0.1 jAB-20S*0.74
AB-21S*0.43 j
AB-21SL*1.3 AB-22S0.33 j
AB-23S*0.28 j
AB-24S*0.93
AB-24SL*0.5 j
AB-25S*7.6
AB-25SL*0.7
AB-26S0.27 j
AB-28S*0.37 j
AB-30S*0.55
AB-35S*0.2 7 j
AB-38S*0.2 j
BG-1S0.1 2 j
BG-2S0.48 j
BG-3S0.43 j
BG-4S0.16 j
GWA -8S0.14 jGWA-17S0.11 j
GWA -19S0.3 8 j
GWA -22S0.14 j
GWA -23S0.4 j
GWA -26S0.17 j
GWA -24SA0.1 2 j
AB-1RND
AB-4SND
AB-5ND
AB-6AND
AB-9SND
AB-12SND
AB-13SND
AB-27S*ND
AB-29S*ND
AB-31SND
AB-32SND
AB-33S*NDAB-34S*ND
AB-36SND
AB-37S*ND
AB-39S*ND
CCR-1SND
CCR-2SND
CCR-3SND
CCR-4SAND
CCR-5SND
CCR-6SND CCR-7SND
CCR-8SND
CCR-9SND
CCR-11SND
CCR-14SND
CCR-16SND CCR-17SND
CCR-18SND
CCR-20SND
CCR-21SND
CCR-22SND
CCR-23SND GWA -1SND
GWA -2SND
GWA -3SND
GWA -4SND
GWA -5SND
GWA -6SND
GWA -7SND
GWA -9SND
GWA -14SND
GWA -15SND
GWA -16SND
GWA -18SND
GWA -21SND
FIGURE 11-1ISOCONCENTRATION M APANTIMONY IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.9 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.70.71
AB-22D0.2 6 j
AB-26D0.59
AB-27D0.29 j
AB-32D0.2 2 jAB-33D1.6
AB-37D0.17 j
BG-1DA0.15 j
BG-4D0.17 j
CCR-2D0.25 j
CCR-3DA0.4 1 j
CCR-4D0.1 j
CCR-4DA0.1 7 j
CCR-9D0.11 j
CCR-14D0.51
CCR-BG-1D1.5
GWA -3D0.2 4 j
GWA -5D0.11 j
GWA -6DA0.89
GWA -7D0.24 j
GWA -9D0.1 3 j
GWA -14DA†0.96
GWA -17D0.1 3 j
GWA -21DA0.2 4 j
GWA -22D0.14 j
GWA -26D0.1 6 j
AB-2DND
AB-4DND
AB-9DND
AB-10DND
AB-11DND
AB-12DND
AB-13DND
AB-14DND
AB-20DND
AB-29DNDAB-30DND
AB-34DND
AB-36DND
AB-38DND AB-39DND
BG-2DND
BG-3DND
CCR-1DND
CCR-1DAND
CCR-5DND
CCR-6DND CCR-7DND
CCR-8DND
CCR-11DAND
CCR-16DND
CCR-17DND
CCR-18DND
CCR-20DND
CCR-21DND
CCR-23DND
GWA -1DND
GWA -2DND
GWA -4DND
GWA -8DND
GWA -15DND
GWA -16DND
GWA -18DND
GWA -24DND
FIGURE 11-2ISOCONCENTRATION M APANTIMONY IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.7 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND 0.5AB-21BRL0.14 j
AB-22BR0.15 j
AB-27BR0.19 j
AB-35BR0.34 j
AB-38BR0.12 j
BG-2BRA-20.27 j
CIF WELL0.67
GWA-5BRA0.2 j
GWA-9BR†0.76GWA-24BR0.32 j
AB-24BRND
BG-4BRND
GWA-1BRND
GW A-4BRND
GW A-6BRND
PH WELLND
AB-22BRLND
GWA-6BRAND
AL1ND
AL1 01ND
AL111ND
AL112ND
AL115ND
AL117ND
AL119ND
AL120ND
AL1 21ND
AL124ND
AL125ND
AL126ND
AL127ND
AL1 29ND
AL1 30ND
AL131ND
AL1 32ND
AL1 33ND
AL1 35ND
AL1 37ND
AL138ND
AL139ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL44NDAL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR ANTIMONY IS 1μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-3ISOCONCENTRATION M APANTIMONY IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR0.2 j
AB-14BR0.27 j
AL560.12
GWA-21BR0.43 j
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62ND
AL63ND
AL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
IMAC CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ANTIMONY CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.421010
AB-1R0.11
AB-20.079 j,B
AB-4S0.23
AB-50.0 81 j
AB-6A0.13
AB-6R0.12
AB-9S0.0 95 j
AB-10S0.0 94 j
AB-13S0.0 52 j
AB-20S*50.5
AB-21S*634
AB-21SL*589
AB-22S0.18 B
AB-23S*1030
AB-24S*85.2
AB-24SL*583
AB-25S*155
AB-25SL*807
AB-26S0.1 5 B
AB-27S*248AB-28S*31.3
AB-29S*80AB-30S*288
AB-31S0.0 77 j
AB-32S0.76
AB-33S*0.12AB-34S*0.45
AB-35S*70.3AB-36S18.9
AB-37S*0.42
AB-38S*303 AB-39S*2.6
BG-1S0.1
BG-2S†0.52
BG-3S0.13
BG-4S0.22
CCR-3S0.3
CCR-4SA88.3
CCR-5S4.7
CCR-6S1.9 CCR-7S0.15
CCR-8S0.62
CCR-9S0.14
CCR-11S0.0 59 j
CCR-14S0.0 9 j
CCR-16S0.46
CCR-17S0.0 72 j
CCR-18S0.37
CCR-21S0.12
GWA -1S0.1
GWA -2S0.0 85 j
GWA -3S0.11
GWA -4S0.21
GWA -5S0.23
GWA -6S137 D3
GWA -7S1.7GWA-8S0.13
GWA -9S†0.88
GWA -15S0.18
GWA -16S†0.43
GWA -17S0.22
GWA -18S0.55
GWA -19S0.3 1 B
GWA -22S0.36
GWA -23S0.11
GWA -26S0.27
GWA -24SA0.0 69 j
AB-8ND
AB-12SND
CCR-1SND
CCR-2SND
CCR-20SNDCCR-22SND
CCR-23SND
GWA -14SND
GWA -21SND
FIGURE 11-4ISOCONCENTRATION M APARSENIC IN SHALL OW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.42 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
1.41.4AB-2D0.1 2 B
AB-4D0.0 74 j
AB-9D0.0 75 j
AB-10D0.12
AB-11D0.0 61 j
AB-12D0.12
AB-13D0.11
AB-14D0.096 j,B
AB-20D0.73 AB-22D0.2 4 B
AB-26D0.28
AB-27D9.7
AB-29D0.19AB-30D0.21
AB-32D0.26
AB-33D0.3AB-34D0.19
AB-36D0.32
AB-37D0.27
AB-38D0.22 B AB-39D0.19
BG-1DA0.27
BG-2D0.24
BG-3D0.14
BG-4D0.98
CCR-1D0.57CCR-1DA0.17
CCR-2D0.66
CCR-3DA0.66
CCR-4D0.29
CCR-4DA0.7 CCR-5D0.47
CCR-6D0.13 CCR-7D0.13
CCR-8D0.12
CCR-9D0.0 96 j
CCR-11DA0.0 74 j
CCR-14D0.19
CCR-16D0.46
CCR-17D0.24
CCR-18D0.14
CCR-20D0.0 67 j
CCR-23D0.0 77 j
CCR-BG-1D0.4
GWA -1D0.29
GWA -2D0.0 87 j
GWA -3D0.31
GWA -4D0.0 84 j
GWA -5D0.42
GWA -6DA1.1
GWA -7D0.33 BGWA-8D0.18
GWA -9D0.2 B
GWA -14DA0.6 3 j+
GWA -15D0.14
GWA -16D0.16
GWA -17D1.6
GWA -18D0.5
GWA -21DA0.2
GWA -22D0.2
GWA -24D0.24
GWA -26D0.66
CCR-21DND
FIGURE 11-5ISOCONCENTRATION M APARSENIC I N DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 1.4 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
0.4
0.4
0.4
AB-21BRL1.8
AB-22BR0.36 B
AB-24BR0.26
AB-27BR0.3
AB-35BR0.59
AB-38BR0.28
BG -2BRA-2†0.6
BG-4BR0.31
CIF WELL0.42
GWA-1BR0.46
GW A-4BR0.36
GWA-5BRA1.8
GWA-9BR†0.44 B
GW A-24BR†0.66
PH WE LL0.11 j+
AB-22BRL0.39
GWA-6BRA0.16
AL112†1.2
AL115†0.82
AL119†1.2
AL120†1.1
AL125†3.6
AL3 9 WELL B†0.86 AL50 W ELL A†1.5
AL94†2.4
AL97†1.4
AL98†1.84
GW A-6BRND
PH ADJ BLDND
AL1ND
AL1 01ND
AL111ND
AL117ND
AL1 21ND
AL1 24ND
AL1 26ND
AL1 27ND
AL129ND
AL130ND
AL131ND
AL132ND
AL1 33ND
AL1 35ND
AL137ND
AL138ND
AL139ND
AL3ND
AL40ND AL41ND
AL42ND
AL44ND
AL45ND AL47ND
AL48ND
AL5ND
AL50 WELL BND
AL50 WELL CND
AL85NDAL88ND
AL89ND
AL90ND
AL91ND
AL92ND
AL93ND
AL96ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR ARSENIC IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.4 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-6ISOCONCENTRATION M APARSENIC IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
0.4
AB-4BR0.24
AB-14BR†1.4
AL2†0.64
AL280.18
AL530.12 AL58†0.82
AL620.12AL760.13
GWA-21BR1.6
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL54ND
AL55ND
AL56ND
AL57ND
AL59ND
AL6ND
AL60NDAL61ND
AL63ND
AL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL ARSENIC CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.1270.1274AB-1R0.0 12 j
AB-20.12
AB-4S0.0 51 j
AB-50.0 63 j
AB-6A0.0 17 j
AB-6R0.0 11 j
AB-10S0.0 26 j
AB-13S0.0 71 j
AB-20S*0.0 26 j
AB-21S*0.0 41 j
AB-21SL*0.0 51 j
AB-22S0.0 83 j
AB-24S*0.019 j,B AB-25S*0.0 17 j
AB-25SL*0.0 16 j
AB-26S0.0 31 j
AB-28S*0.054 j,B
AB-29S*0.0 31 j,BAB-30S*0.022 j,B
AB-31S0.0 27 j
AB-33S*0.0 54 j
AB-35S*0.0 27 j
AB-36S0.0 62 j
AB-38S*0.0 32 j AB-39S*0.0 1 j
BG-1S0.0 26 j
BG-2S0.0 26 j
BG-4S0.0 16 j
CCR-1S0.0 67 j
CCR-2S0.0 43 j
CCR-3S0.11
CCR-4SA34
CCR-5S6.9
CCR-6S0.83 CCR-7S0.12
CCR-8S0.0 64 j
CCR-9S0.0 79 j
CCR-18S0.93
CCR-20S0.41
CCR-21S2.1
CCR-22S0.18
CCR-23S0.0 47 j GWA -1S0.09 j
GWA -2S0.0 88 j
GWA -3S0.0 2 j
GWA -4S0.04 j
GWA -5S0.0 59 j
GWA -6S38.6 D3
GWA -7S1.1
GWA -8S0.0 73 j
GWA -9S0.11
GWA -14S†0.17
GWA -16S0.0 14 j
GWA -17S0.0 18 j
GWA -19S0.0 5 j
GWA -21S†0.15
GWA -22S0.0 92 j
GWA -23S0.0 5 j
GWA -26S0.0 15 j
GWA -24SA0.0 57 j
AB-9SND
AB-12SND
AB-23S*ND
AB-24SL*ND
AB-27S*ND
AB-32SND
AB-34S*ND
AB-37S*ND
BG-3SND
CCR-11SND
CCR-14SND
CCR-16SND CCR-17SND
GWA -15SND
GWA -18SND
FIGURE 11-7ISOCONCENTRATION M APBERYLLIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.127 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-2D0.0 19 j
AB-4D0.0 32 j
AB-12D0.01 j
AB-13D0.0 22 j
AB-14D0.16
AB-22D0.0 14 j
AB-27D0.0 3 j
AB-36D0.0 26 j
AB-37D0.0 11 j
AB-38D0.0 12 j AB-39D0.14
BG-1DA0.0 14 j
BG-2D0.0 11 j
BG-4D0.0 18 j
GWA -1D0.0 26 j
GWA -6DA0.0 13 j
GWA -7D0.0 38 j
GWA -9D0.0 16 j
GWA -14DA0.0 19 j
GWA -17D0.0 38 j
GWA -21DA0.0 13 j
AB-9DND
AB-10DND
AB-11DND
AB-20DND
AB-26DND
AB-29DNDAB-30DND
AB-32DND
AB-33DNDAB-34DND
BG-3DND
CCR-1DNDCCR-1DAND CCR-2DND
CCR-3DAND
CCR-4DND
CCR-4DAND
CCR-5DND
CCR-6DND CCR-7DND
CCR-8DND
CCR-9DND
CCR-11DAND
CCR-14DND
CCR-16DND
CCR-17DND
CCR-18DND
CCR-20DND
CCR-21DND
CCR-23DND
CCR-BG-1DND
GWA -2DND
GWA -3DND
GWA -4DND
GWA -5DND
GWA -8DND
GWA -15DND
GWA -16DND
GWA -18DND
GWA -22DND
GWA -24DND
GWA -26DND
FIGURE 11-8ISOCONCENTRATION M APBERYLLIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAWBA RIVER(LAKE W YLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1 42ND AB-21BRL0.01 j
AB-22BR0.012 j
AB-27BR0.014 j
BG -2 BRA-20.0 23 j
BG -4BR0.016 j
CIF WELL0.0 29 j
GW A-1BR0.029 j
GWA-4BR0.0 37 j
GWA-5BRA0.033 j
GWA-6BR0.1 j
AB-24BRND
AB-35BRND
AB-38BRND
GWA-9BRNDGWA-24BRND
PH WELLND
AB-22BRLND
GWA-6BRAND
AL1ND
AL1 01ND
AL111ND
AL112ND
AL115ND
AL117ND
AL119ND
AL1 20ND
AL121ND
AL124ND
AL1 25ND
AL126ND
AL127ND
AL129ND
AL130ND
AL1 31ND
AL1 32ND
AL133ND
AL135ND
AL1 37ND
AL1 38ND
AL1 39ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL44ND
AL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR BERYLLIUM IS 4μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.2 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-9ISOCONCENTRATION M APBERYLLIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR0.018 j
GWA-21BR0.0 12 j
AB-14BRND
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL56ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62ND
AL63ND
AL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
IMAC CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BERYLLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
50
700
AB-4S38.9 j
AB-8496
AB-9S701
AB-10S29.1 j
AB-13S26.6 j
AB-20S*2430
AB-21S*3280 M1
AB-21SL*6950
AB-23S*560
AB-24S*294
AB-24SL*606
AB-25S*1390
AB-25SL*1280
AB-26S1100
AB-27S*516
AB-28S*869
AB-29S*614AB-30S*881
AB-31S1930
AB-33S*778AB-34S*305
AB-35S*926AB-36S87.8
AB-38S*179 AB-39S*135
CCR-3S417
CCR-5S542
CCR-6S686
CCR-7S1990
CCR-8S1570
CCR-9S1240
CCR-11S117
CCR-14S938
CCR-16S1110
CCR-17S1310
CCR-18S51.2
CCR-20S218
CCR-21S1760
GWA -3S363
GWA -4S2180
GWA -9S32.5 j
GWA -15S28.4 j
AB-1RND
AB-2ND
AB-5ND
AB-6AND
AB-6RND
AB-12SND
AB-22SND
AB-32SNDAB-37S*ND
BG-1SND
BG-2SND
BG-3SND
BG-4SND
CCR-1SND
CCR-2SND
CCR-4SAND
CCR-22SND
CCR-23SND GWA -1SND
GWA -2SND
GWA -5SND
GWA -6SND
GWA -7SNDGWA-8SND
GWA -14SND
GWA -16SND
GWA -17SND
GWA -18SND
GWA -19SND
GWA -21SND
GWA -22SND
GWA -23SND
GWA -26SND
GWA -24SAND
FIGURE 11-10ISOCONCENTRATION M APBORON IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
50700700
7 0 0
AB-9D538
AB-13D26.9 j
AB-14D†163
AB-22D1540
AB-26D276
AB-27D387
AB-29D322
AB-32D455
AB-33D190
AB-39D84.6
CCR-2D69.2
CCR-4D42.6 jCCR-4DA43.7 j
CCR-5D47.7 j
CCR-6D33 j
CCR-7D709
CCR-8D1290
CCR-9D1980
CCR-11DA1470
CCR-14D571
CCR-16D406
CCR-17D1460
CCR-18D234
CCR-20D382
CCR-21D340
GWA -1D37.6 j
GWA -3D94.2
GWA -4D664
GWA -5D606
GWA -6DA36.7 j
AB-2DND
AB-4DND
AB-10DND
AB-11DND
AB-12DND
AB-20DND
AB-30DND
AB-34DND
AB-36DND
AB-37DND
AB-38DND
BG-1DAND
BG-2DND
BG-3DND
BG-4DND
CCR-1DND
CCR-1DAND
CCR-3DAND
CCR-23DND
CCR-BG-1DND
GWA -2DND
GWA -7DNDGWA-8DND
GWA -9DND
GWA -14DAND
GWA -15DND
GWA -16DND
GWA -17DND
GWA -18DND
GWA -21DAND
GWA -22DND
GWA -24DND
GWA -26DND
FIGURE 11-11ISOCONCENTRATION M APBORON IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
50700
700
AB-21BRL26.4 j
AB-22BR1550
AB-27BR130
GW A-4BR388
GWA-5BRA923
PH WELL309
AB-22BRL1670
GWA-6BRA30.2 j
AL1129.2
AL11538.8
AL11742
AL1197.4
AL1 2015.8
AL1255.6
AL37.1
AL4426.9
AL50 WELL A7
AL50 WELL B5.8
AL50 W ELL C†102
AL945.5
AL978
AB-24BRND
AB-35BRND
AB-38BRND
BG-2BRA-2ND
BG-4BRND
CIF W ELLND
GWA-1BRND
GW A-6BRND
GWA-9BRNDGWA-24BRND
PH ADJ BLDND
AL1ND
AL101ND
AL111ND
AL1 21ND
AL1 24ND
AL1 26ND
AL1 27ND
AL129ND
AL130ND
AL131ND
AL132ND
AL1 33ND
AL1 35ND
AL137ND
AL138ND
AL139ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL45ND
AL47ND
AL48ND
AL5ND
AL85NDAL88ND
AL89ND
AL90ND
AL91ND
AL92ND
AL93ND
AL96ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR BORON IS 700 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 50 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-12ISOCONCENTRATION M APBORON IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AL1 029.5
AL1510.9
AL26.6
AL56†66
AL586.6
AL675.3
AB-4BRND
AB-14BRND
AL1 00ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL16ND
AL17ND
AL19ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND
AL59ND
AL6ND
AL60NDAL61NDAL62ND
AL63ND
AL64NDAL65ND
AL66ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
GWA-21BRND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL BORON CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.080
.
0
8
0.080.08
2AB-21SL*0.22
AB-31S0.11
AB-33S*0.05 j
CCR-3S0.28
CCR-4SA7.7
CCR-5S5.6
CCR-6S0.09 CCR-7S0.0 94
CCR-8S0.0 7 j
CCR-14S0.0 75 j
CCR-18S0.0 73 j
CCR-21S0.74
GWA -4S0.0 75 j
GWA -5S0.18
GWA -6S9.3 D3
GWA -7S0.25
GWA -8S0.091
GWA -9S0.0 52 j
GWA -19S0.0 55 j
GWA -22S0.17
GWA -24SA0.0 31 j
AB-1RND
AB-2ND
AB-4SND
AB-5ND
AB-6ANDAB-6RND
AB-8ND
AB-9SND
AB-10SND
AB-12SND
AB-13SND
AB-20S*ND
AB-21S*ND AB-22SND
AB-23S*ND
AB-24S*ND
AB-24SL*ND
AB-25S*ND
AB-25SL*ND
AB-26SND
AB-27S*NDAB-28S*ND
AB-29S*NDAB-30S*ND
AB-32SND
AB-34S*ND
AB-35S*NDAB-36SND
AB-37S*ND
AB-38S*ND AB-39S*ND
BG-1SND
BG-2SND
BG-3SND
BG-4SND
CCR-1SND CCR-2SND CCR-9SND
CCR-11SND
CCR-16SND
CCR-17SND
CCR-20SND
CCR-22SND
CCR-23SND GWA -1SND
GWA -2SND
GWA -3SND
GWA -14SND
GWA -15SND
GWA -16SND
GWA -17SND
GWA -18SND
GWA -21SND
GWA -23SND
GWA -26SND
FIGURE 11-13ISOCONCENTRATION M APCADMIUM IN SHALLO W GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMI UM CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL0.080 .0 8
AB-39D0.0 87
GWA -7D0.28
GWA -22D0.0 67 j
AB-2DND
AB-4DND
AB-9DND
AB-10DND
AB-11DND
AB-12DND
AB-13DND
AB-14DND
AB-20DND
AB-22DND
AB-26DND
AB-27DND
AB-29DNDAB-30DND
AB-32DND
AB-33DNDAB-34DND
AB-36DND
AB-37DND
AB-38DND
BG-1DAND
BG-2DND
BG-3DND
BG-4DND
CCR-1DND
CCR-1DAND CCR-2DND
CCR-3DAND
CCR-4DND
CCR-4DAND CCR-5DND
CCR-6DND CCR-7DND
CCR-8DND
CCR-9DND
CCR-11DAND
CCR-14DND
CCR-16DND
CCR-17DND
CCR-18DND
CCR-20DND
CCR-21DND
CCR-23DND
CCR-BG-1DND
GWA -1DND
GWA -2DND
GWA -3DND
GWA -4DND
GWA -5DND
GWA -6DAND
GWA -8DND
GWA -9DND
GWA -14DAND
GWA -15DND
GWA -16DND
GWA -17DND
GWA -18DND
GWA -21DAND
GWA -24DND
GWA -26DND
FIGURE 11-14ISOCONCENTRATION M APCADMIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMI UM CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND 0.08GWA-9BR†0.14 AB-21BRLND
AB-22BRND
AB-24BRND
AB-27BRND
AB-35BRND
AB-38BRND
BG -2 BRA-2ND
BG-4BRND
CIF W ELLND
GWA-1BRND
GW A-4BRND
GWA-5BRAND
GW A-6BRND
GWA-24BRND
PH ADJ BLDND PH WELLND
AB-22BRLND
GWA-6BRAND
AL1ND
AL1 01ND
AL111ND
AL112ND
AL115ND
AL117ND
AL119ND
AL120ND
AL1 21ND
AL124ND
AL125ND
AL126ND
AL127ND
AL1 29ND
AL1 30ND
AL131ND
AL1 32ND
AL1 33ND
AL1 35ND
AL1 37ND
AL138ND
AL139ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL44NDAL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR CADMIUM IS 2 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.08 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-15ISOCONCENTRATION M APCADMIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
0.08AB-4BR0.53
AB-14BR†0.12
AL1 41†0.092
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND
AL53ND
AL54ND
AL55ND
AL56ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62ND
AL63ND
AL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
GWA-21BRND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL CADMI UM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<&<&<
&<&<&<&<
&<
&<&<&<&<&<&<&<&<
&<&<&<&<
&<&<&<&<
&<&<
&<&<
&<&<&<&<
&<&<&<&<
AB-1R4.6
AB-20.9 5 B
AB-4S0.52
AB-58.3
AB-6A12.6
AB-6R10.7
AB-81.3
AB-9S0.4 3 j
AB-10S1
AB-13S0.56
AB-20S*0.53 AB-21S*0.1 7 j,BAB-21SL*0.2 4 j,B
AB-22S1.7
AB-23S*0.1 9 j
AB-24S*0.2 1 j,B
AB-24SL*0.2 4 j
AB-25S*3.8
AB-25SL*0.2 7 j
AB-26S2.4
AB-27S*0.4 4 jAB-28S*0.6 1 B
AB-29S*0.3 2 j,BAB-30S*0.1 9 j,B
AB-31S1.6
AB-32S0.4 8 jAB-33S*0.3 4 j
AB-34S*0.4 9 j
AB-35S*0.57
AB-36S0.4 3 j
AB-37S*0.64
AB-38S*0.4 j,B
AB-39S*0.3 7 j
BG-1S0.3 7 j
BG-2S9.2
BG-3S3.1
BG-4S0.74
CCR-1S2.1 j+
CCR-2S0.5
CCR-3S0.4 2 j
CCR-5S3.2 j
CCR-6S1.3
CCR-7S0.2 9 j
CCR-8S0.3 5 j
CCR-9S0.11 j
CCR-11S0.4 7 j
CCR-14S0.3 3 j
CCR-16S15.9
CCR-17S1
CCR-18S0.68CCR-20S1.6
CCR-21S0.67
CCR-22S0.6
CCR-23S0.3 7 j GWA-1S2.2
GWA-3S0.2 2 j
GWA-4S0.66
GWA-5S1.4
GWA-6S6.6 D3
GWA-7S7.5GWA-8S8.6
GWA-9S0.7 B
GWA-14S4.8
GWA-15S0.51
GWA-16S0.99
GWA-17S4.5
GWA-18S0.3 9 j
GWA-19S1.9
GWA-21S3
GWA-22S0.4 6 j,B
GWA-23S1.3
GWA-26S2.8
AB-1R4
AB-20.2
AB-4S0.0 53 j,D*
AB-51.5
AB-6A12.7
AB-6R12.3
AB-9S0.052 j,D3
AB-10S0.49
AB-13S0.62
AB-20S*0.0 31
AB-21S*0.41AB-21SL*0.041 j,D3
AB-26S0.29
AB-27S*0.53
AB-31S0.26
AB-32S1.1
AB-36S0.032
AB-37S*0.36
AB-38S*0.0 57 j,D3BG-1S0.16
BG-2S1.3
BG-3S0.28
BG-4S0.22
GWA-1S0.74
GWA-4S0.0 16 j
GWA-5S0.0 29
GWA-6S3.1
GWA-7S7
GWA-8S4.2
GWA-9S0.021 j
GWA-14S2.8
GWA-15S0.39
GWA-16S0.0 63
GWA-17S3.6
GWA-18S0.17
GWA-19S0.42
GWA-21S1.9
GWA-22S0.05
GWA-23S0.3 3 M1
GWA-26S0.62
AB-12SND
CCR-4SAND
GWA -2SND
AB-22SND
AB-24S*ND
AB-24SL*ND AB-25S*ND AB-25SL*ND
AB-28S*ND
AB-29S*ND
AB-30S*ND
AB-33S*ND
AB-34S*NDAB-35S*ND
AB-39S*ND
GWA -2SND
GWA -3SND
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS
CCR-5SNS
CCR-6SNS
CCR-7SNS
CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNSCCR-23SNS
GWA-24SA1.5
GWA-24SA0.0 2 j
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
10
6 .9 3
6.936.936.93
10
NOT ES:THE NORTH CAROLINA 2 L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 6.93 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-16ISOCONCENTRATION M APCHROMIUM (VI) AND CHROMIUM (TOTAL) I N SHALLOWGROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/25/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Chromium.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1 CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
CHROMIUM (VI) NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<&<&<
&<&<
&<&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
AB-2D3.6
AB-4D5.9
AB-9D0.66
AB-10D3.3
AB-11D2.7
AB-12D0.76
AB-13D2
AB-14D3.3
AB-20D1.1 AB-22D3.2
AB-26D2.5
AB-27D0.73
AB-29D0.8 5 BAB-30D0.7 4 B
AB-32D4.6AB-33D2.2AB-34D0.95
AB-36D0.4 3 jAB-37D0.86
AB-38D0.3 2 j,B
AB-39D0.4 j
BG-1DA6.8
BG-2D2.1
BG-3D0.56
BG-4D2.3
CCR-1D0.4 5 j
CCR-1DA0.3 7 j
CCR-2D0.3 2 j
CCR-3DA2.6
CCR-4D0.67
CCR-4DA0.53
CCR-5D0.4 4 j
CCR-6D0.2 3 j
CCR-7D0.65
CCR-8D0.2 7 j
CCR-9D0.2 5 j
CCR-11DA0.3 1 j
CCR-14D0.82
CCR-16D0.3 8 j
CCR-17D0.11 j
CCR-18D0.2 6 j
CCR-20D0.1 3 j
CCR-21D0.2 7 j
CCR-23D0.3 2 j
CCR-BG-1D1.1
GWA-1D7
GWA-2D1.7
GWA-3D0.78
GWA-4D0.1 9 j
GWA-5D0.68
GWA-6DA2.4
GWA-7D15
GWA-8D5.8
GWA-9D1.5
GWA-14DA7.5
GWA-15D1.6
GWA-16D1.1
GWA-17D3.5
GWA-18D1.5
GWA-21DA3.7
GWA-22D†26.9
GWA-24D2.3
GWA-26D0.57
AB-2D2.3
AB-4D5.4
AB-9D0.21
AB-10D2.4
AB-11D2.2 M6
AB-12D0.45
AB-13D1.1
AB-14D2
AB-20D0.94 AB-22D0.0 85
AB-26D0.73
AB-27D0.29
AB-29D0.56
AB-30D0.35
AB-32D0.55
AB-33D0.0 15 j
AB-34D0.41AB-36D0.081
AB-37D0.15
AB-38D0.0 29
AB-39D0.062
BG-1DA0.54
BG-2D1
BG-3D0.27
BG-4D0.28
GWA-1D6.8
GWA-2D1.5
GWA-3D0.29
GWA-5D0.038
GWA-6DA0.0 64 j,D*
GWA-7D6.2
GWA-8D0.46
GWA-9D0.84
GWA-14DA3.2
GWA-15D1.5
GWA-16D0.46
GWA-17D1.4
GWA-18D1.2
GWA-21DA0.78
GWA-22D0.45
GWA-24D1.3
GWA-26D0.063
GWA -4DND
CCR-1DNS
CCR-1DANS
CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS
CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
6.86.810
NOT ES:THE NORTH CAROLINA 2 L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 6.8 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
FIGURE 11-17ISOCONCENTRATION M APCHROMIUM (VI) AND CHROMIUM (TOTAL) IN DEEPGROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/25/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Chromium.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1 CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
CHROMIUM (VI) NOT SAMPLEDNS
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAWBA RIVER(LAKE W YLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-21BRL0.3 3 j,B
AB-22BR3.2
AB-24BR0.2 1 j
AB-27BR0.64
AB-35BR1.8
AB-38BR0.3 2 j,B
AL1012.9
AL1111.3
AL1150.63
AL1170.95
AL1191.3
AL1212
AL1241.1
AL1264.4
AL1275
AL1290.63
AL1302.4
AL1311.1
AL1320.98
AL1330.95
AL1352.4
AL1381.4
AL1390.81
AL1420.89
AL31.9
AL39WELL A0.84
AL39WELL B0.85
AL401.1
AL420.89
AL450.89
AL472.6
AL484.4
AL53
AL50WELL C1.8
AL852.6
AL881.4
AL894
AL902.4
AL912.1
AL921.2
AL932.4
AL960.75
AL980.82
AL990.91
BG-2BRA-2†8.9
BG-4BR2
CIF WELL2.9
GWA-1BR2.9
GWA-4BR9
GWA-5BRA2.3
GWA-9BR0.9 7 B
GWA-24BR2.2 PH ADJBLDG1.2 PH W ELL0.59
AB-21BRL0.0 089 j AB-22BR0.054
AB-27BR0.015 j
AB-35BR0.97
AB-38BR0.012 j
AL10.17
AL1010.61
AL1111.1
AL1120.05
AL1150.16
AL1170.15
AL1190.0 56
AL1211.7
AL1241
AL1264.2AL1274.4
AL1290.41
AL1302.4
AL1310.78
AL1320.93
AL1330.72
AL1352.1
AL1370.33
AL1381.2
AL1390.64
AL1420.079
AL31.9
AL39WELL A0.78
AL39WELL B0.18
AL400.19
AL410.12 AL420.72
AL440.17
AL450.69
AL472.2
AL483.8
AL54
AL50WELL A0.21
AL50WELL B0.24
AL50WELL C1.1
AL852.5AL880.82
AL894
AL901.9
AL911.5
AL920.46
AL931.5
AL940.18
AL960.43
AL990.78
BG-2BRA-20.66
BG-4BR0.18
GWA-1BR2.6
GWA-4BR0.0 094 j
GWA-5BRA0.036
GWA-6BR0.1 3 j+
GWA-9BR0.23
GWA-24BR0.12
AL1ND
AL112ND
AL120NDAL125ND
AL137ND
AL41ND
AL44ND AL50WELL AND
AL94ND
AL97ND
GWA -6BRND
AB-24BRND
AL120ND
AL125ND
AL97ND
AL98ND
CIF W ELLND
PH WELLND
AL50WELL BND
GWA-6BRA1.7
GWA-6BRA0.0 095 j
AB-22BRL1.3
AB-22BRL0.0 89
PH ADJBLDGNS 5.6NOT ES:THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.6 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATATABLE NOTES FOR QUALI FIER DEFINITIONS.
† CONCENT RATION GREAT ER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRAT ION RANGE FOR SIMILA R PIEDMONT GEOLOGIC SETTINGS. DUETO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION PATTERNS,CONCENTRATION DOES NOT SUGGEST I MPACT FROM THE ASH BASIN.
CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLERESULTS FOR EA CH WELL. DATA W ITH HIGH TURBIDITY (>10 NTU) OR RESULTS THATINDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEEN REMOVED FROMDATASET. COLLECTION DATES DEPICT ED ON FI GURE RANGE FROM MARCH 2010 TONOVEMBER 2017.
DISPLAYED WATER SUPPLY WELL LOCATI ONS AND SAMPLE ANALYTICAL RESULTS REFLECTINFORMATION AVAILAB LE UP TO DECEMBER 31, 2015.
PROPERTY BOUNDARY PROVIDE D BY DUKE ENERGY CAROLINAS.
AERIAL P HOTOGRAPHY OB TAINED F ROM GOOGLE EARTH PRO ON OCTOBER 11, 2017. AERIALWAS COLLECTED ON OCTOBER 8, 2016.
DRAWI NG HAS BEEN SET WIT H A P ROJECTION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPPLY WELL SAMPLED BY NCDE Q BETW EEN FEBRUARY 2015 AND OCTOBER 2015.
FIGURE 11-18ISOCONCENTRATION M APCHROMIUM (VI) AND CHROMIUM (TOTAL) I N BEDROCKGROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/25/2018
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\Alle n \M ap_Do cs\CS A_Supp lement_2\Allen - Isoconcentration Maps_Chromium_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
&<&<
&<&<
&<&<
AL1022.6
AL260.79
AB-4BR1.2
AB-14BR0.36 j,B
AL1 000.71
AL112.6
AL1102.1
AL1132.8
AL1142.7
AL1182.8
AL121.7
AL1232.2
AL1363.3
AL144
AL1402.5
AL1413.9
AL152
AL161.7
AL171.4
AL192.7
AL21.5
AL201.6
AL210.92
AL220.58
AL231.5
AL240.89
AL252.7
AL272
AL282.05
AL292.1
AL303.6
AL312
AL322.4
AL334.2 AL342.6
AL491.2AL510.76
AL520.71
AL534.06 AL543.2 AL552
AL564.5
AL571.2
AL580.63
AL593
AL63.5
AL605.8
AL614.8
AL622.84
AL633.31AL644.4AL660.5
AL670.89
AL682.8AL691.8
AL71.2
AL701.8
AL711.5
AL722.5
AL732.2
AL742.1
AL752.1AL762.62
AL771
AL790.6
AL83.1
AL810.73
AL821.4
AL833.5
AL840.55
AL96
GWA-21BR0.73
AL271.8
AL520.12 AL532.9
AB-4BR0.65
AB-1 4BR0.072 M1
AL1 000.56
AL1 021.4
AL111.6
AL1101.7
AL1132
AL1142.2
AL1182.3
AL121.5
AL1232
AL1362.8
AL145
AL1402.4
AL1 414.4
AL151.8
AL161.8
AL171.1
AL192.6
AL21
AL201.4
AL210.74
AL220.39
AL231.1
AL240.77AL252.3
AL260.55
AL282.05 AL292.2 AL303.5
AL311.7
AL322.7
AL334.1
AL342.3
AL490.9
AL510.43
AL542.9
AL551.5
AL571
AL580.24
AL592.4
AL63.2
AL605.3AL614.6AL622.26AL631.94AL644.3
AL650.25
AL660.38
AL670.62
AL681.8
AL691.2
AL70.97
AL701.6
AL711
AL721.1
AL732.4
AL742
AL751.7
AL762.62 AL770.7
AL780.1 AL790.33
AL83.5
AL810.78
AL820.81
AL833.5
AL840.59
AL95
GWA-21BR0.092
AL78ND
AL65ND
AL56ND
SEE INSET
INSETSCALE: 1" = 500 '
TOTAL CHROMIUM CONCENTRATION (μg/L)1
CHROMIUM (VI) CONCENTRATION (µg/L)1
TOTAL CHROMIUM NOT DETECTED ABOVEREPORTING LIMITND
CHROMIUM (VI) NOT SAMPLEDNS
CHROMIUM (VI) NOT DETECTED ABOVEREPORTING LIMITND
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
4.34 .3
4.3AB-1R0.12
AB-21.8
AB-4S0.92
AB-50.32
AB-6A0.0 91 jAB-6R0.0 96 j
AB-9S7
AB-10S2
AB-13S0.85
AB-20S*3.3
AB-21S*0.8
AB-21SL*1.1 AB-22S32.3
AB-23S*0.29 j
AB-24S*0.96
AB-24SL*0.0 48 j,B
AB-25S*2.5
AB-25SL*0.0 79 j
AB-26S1.2
AB-27S*5.7AB-28S*9.7
AB-29S*25AB-30S*2.4
AB-31S0.18
AB-32S19.7
AB-33S*14.2AB-34S*2
AB-35S*0.1 6 B
AB-36S1.5
AB-37S*0.5
AB-38S*2.5 AB-39S*2.7
BG-1S0.0 56 j
BG-2S0.43
BG-3S0.12 B
BG-4S0.25
CCR-1S9.9
CCR-2S0.32
CCR-3S52.3
CCR-4SA3670
CCR-5S805
CCR-6S34.5 CCR-7S4.5
CCR-8S41.3
CCR-9S14.8
CCR-11S0.35
CCR-14S13.4
CCR-16S2.1
CCR-17S0.8
CCR-18S21.4
CCR-20S11
CCR-21S56.6
CCR-22S3.3
CCR-23S1.2 GWA -1S3
GWA -2S5.9
GWA -3S11.7
GWA -4S5.7
GWA -5S20
GWA -6S3640 D3,M6
GWA -7S74.6
GWA -8S0.62
GWA -9S†9.1
GWA -14S3.5
GWA -15S0.1 2 B
GWA -16S0.87
GWA -17S0.17
GWA -18S0.2
GWA -19S0.2
GWA -21S1.6
GWA -22S†17.5
GWA -23S0.56
GWA -26S0.26
GWA -24SA2
AB-12SND
FIGURE 11-19ISOCONCENTRATION M APCOBALT I N SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.3 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.50 .5
0.50.5
AB-2D0.0 41 j
AB-4D0.0 63 j
AB-9D0.0 24 j
AB-10D0.0 69 j
AB-11D0.0 43 j
AB-12D0.14
AB-13D0.16
AB-14D†1.7
AB-20D0.0 22 j AB-22D0.55
AB-26D0.34
AB-27D0.75
AB-29D0.45
AB-30D0.18
AB-32D0.17
AB-33D0.27AB-34D0.089 j,B
AB-36D0.1
AB-37D0.24
AB-38D0.79
AB-39D0.16 B
BG-1DA0.16
BG-2D0.11
BG-3D0.055 j,B
BG-4D0.43
CCR-1D0.26
CCR-1DA0.9 CCR-2D0.64
CCR-3DA0.0 5 j,B
CCR-4D0.6
CCR-4DA0.43 CCR-5D0.29
CCR-6D0.11 CCR-7D0.18
CCR-8D0.13
CCR-9D0.2
CCR-11DA1.9
CCR-14D0.14
CCR-16D0.1
CCR-17D0.0 95 j
CCR-18D0.32
CCR-20D0.6
CCR-21D0.0 5 j
CCR-23D0.36
CCR-BG-1D0.18
GWA -1D0.0 52 j
GWA -2D0.0 9 j
GWA -3D0.11
GWA -4D0.0 53 j,B
GWA -5D0.1 B
GWA -6DA0.39
GWA -7D0.12GWA-8D0.4
GWA -9D0.23
GWA -14DA0.25
GWA -15D0.034 j,B
GWA -16D0.0 79 j
GWA -17D0.38
GWA -18D0.23
GWA -21DA0.11 B
GWA -22D0.9
GWA -24D0.23
GWA -26D0.31
FIGURE 11-20ISOCONCENTRATION M APCOBALT IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.5 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND 0.270.27
0.27 1AB-21BRL0.11
AB-22BR0.18
AB-24BR0.0 72 j,B
AB-27BR0.5
AB-35BR0.0 24 j
AB-38BR0.18
BG-2BRA-20.15
BG-4BR0.0 72 j
CIF W ELL0.42
GWA-1BR0.0 71 j
GW A-4BR0.14
GWA-5BRA0.16
GW A-6BR0.88 j
GW A-9BR0.069 jGWA-24BR0.2
PH WELL0.064 j
AB-22BRL0.18
GWA-6BRA1.6
AL44†1.4
AL1ND
AL101ND
AL111ND
AL112ND
AL115ND
AL117ND
AL119ND
AL120ND
AL1 21ND
AL124ND
AL125ND
AL1 26ND
AL127ND
AL1 29ND
AL1 30ND
AL131ND
AL1 32ND
AL1 33ND
AL135ND
AL1 37ND
AL1 38ND
AL139ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR COBALT IS 1 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.27 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-21ISOCONCENTRATION M APCOBALT I N BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
0 .2 7
0.27AB-4BR1.7
AB-14BR0.0 12 j
AL560.26
AL630.05
GW A-21BR†0.3
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62NDAL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
IMAC CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL COBALT CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL835
8
3
5
835
AB-1R29.8 j
AB-2178
AB-4S584
AB-5764
AB-6R140
AB-833.9
AB-9S5550
AB-10S406
AB-12S39
AB-13S27.5 j
AB-20S*2340 AB-21S*11500
AB-21SL*1110
AB-22S2700
AB-23S*80.8
AB-24S*2100
AB-24SL*126
AB-25S*416
AB-25SL*78.6
AB-26S595
AB-27S*13100AB-28S*6180
AB-29S*13500AB-30S*4910
AB-31S606
AB-32S32700
AB-33S*41100
AB-34S*108000
AB-35S*49100AB-36S1490
AB-37S*686
AB-38S*26300 AB-39S*55100
BG-1S168
BG-2S227
BG-3S207
BG-4S229
GWA -1S95.5
GWA -2S120
GWA -3S9230
GWA -4S455
GWA -5S1110
GWA -7S152
GWA -8S923
GWA -9S†1130
GWA -14S61.5
GWA -15S40.9 j
GWA -16S672
GWA -17S356
GWA -18S101
GWA -19S210
GWA -21S34.9 j
GWA -22S315
GWA -23S108
GWA -26S468
GWA -24SA133 B
AB-6AND
GWA -6SNDCCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS CCR-5SNS
CCR-6SNS
CCR-7SNS CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNSCCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
FIGURE 11-22ISOCONCENTRATION M APIRON IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRO N CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 835 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
555555555
AB-2D27.1 j
AB-4D30.2 j
AB-10D39.4 j
AB-12D305
AB-13D375
AB-14D282
AB-22D642
AB-26D405
AB-27D1030
AB-32D149
AB-33D446AB-34D164
AB-36D97.4
AB-37D336
AB-38D262 AB-39D29.7 j
BG-1DA151
BG-2D94.7
BG-3D59.7
BG-4D171
GWA -2D111
GWA -3D195
GWA -5D126
GWA -6DA721
GWA -8D233
GWA -9D463
GWA -14DA306
GWA -16D102
GWA -17D206
GWA -18D40.8 j
GWA -21DA92.9
GWA -22D235
GWA -24D318
GWA -26D88
AB-9DND
AB-11DND
AB-20DND
AB-29DNDAB-30DND
GWA -1DND
GWA -4DND
GWA -7DND
GWA -15DND
CCR-1DNSCCR-1DANS CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
FIGURE 11-23ISOCONCENTRATION M APIRON IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRO N CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 555 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1 42†95 8 284284284 300300
AB-21BRL104
AB-22BR454
AB-24BR143
AB-27BR180
AB-35BR31.5 j
AB-38BR41.4 j
BG-2BRA-2148
BG-4BR74.8
CIF W ELL613
GW A-4BR164
GWA-5BRA363
GW A-6BR60 j+
GW A-9BR69.2
GW A-24BR†436
PH WE LL1160 j
AB-22BRL51.6 B
GWA-6BRA296
AL115238
AL117118
AL119144
AL1 33273
AL1 3588.6
AL39 WELL B271
AL4770.9
AL575
AL88136
AL90283
AL9167.6
AL9352.3
GWA-1BRND PH ADJ BLDND
AL1ND
AL101ND
AL111ND
AL112ND
AL120ND
AL1 21ND
AL124ND
AL125ND
AL1 26ND
AL1 27ND
AL1 29ND
AL130ND
AL131ND
AL132ND
AL137ND
AL1 38ND
AL139ND
AL3ND
AL40ND AL41ND
AL42ND
AL44ND
AL45ND
AL48ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL89ND
AL92ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR IRON IS 300 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 284 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-24ISOCONCENTRATION M APIRON IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AL13652.8
AL14058.4
AL1759.3
AL56†92 0
AL660.8
AL6056.9AL63†43 5
AL6885.9AL6975.8
AL7954.9
AL8459.8
GWA-21BR192
AB-4BRND
AB-14BRND
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL14ND
AL141ND
AL15ND
AL16ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND AL58ND
AL59ND
AL61NDAL62NDAL64NDAL65ND
AL66ND
AL67ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78ND
AL8ND
AL81ND
AL82ND
AL83ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL IRO N CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
578 578578AB-1R2.8 j
AB-251
AB-4S152
AB-520
AB-6A11.2
AB-6R27.7
AB-9S9180
AB-10S770
AB-12S32
AB-13S17.5
AB-20S*209
AB-21S*1190
AB-21SL*218 AB-22S1160
AB-23S*200
AB-24S*527
AB-24SL*53.1
AB-25S*214
AB-25SL*39.1
AB-26S219
AB-27S*2920AB-28S*2390
AB-29S*5390AB-30S*1160
AB-31S41.1
AB-32S5420
AB-33S*7640AB-34S*7120
AB-35S*8290
AB-36S752AB-37S*52.1
AB-38S*1710 AB-39S*4960
BG-1S7.1
BG-2S8.3
BG-3S32.6
BG-4S38
GWA -1S15.8
GWA -2S160
GWA -3S2160
GWA -4S488
GWA -5S4310
GWA -6S166000
GWA -7S333
GWA -8S21.9
GWA -9S†719
GWA -14S30.7
GWA -15S122
GWA -16S†608
GWA -17S8.9 GWA -18S60.6
GWA -19S23.1
GWA -21S157
GWA -22S†625
GWA -23S27.6
GWA -26S22
GWA -24SA143
AB-8ND
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS CCR-5SNS
CCR-6SNS CCR-7SNS
CCR-8SNS CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
FIGURE 11-25ISOCONCENTRATION M APMANGANESE IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR MA NGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 578 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL60.460.460.4
60.4
AB-4D2.8 j
AB-9D4.8 j
AB-10D3.2 j
AB-12D8.3
AB-13D9.9
AB-14D13.6
AB-20D3.2 j AB-22D153
AB-26D114
AB-27D126
AB-29D7.2AB-30D4.3 j
AB-32D16.6
AB-33D59.9AB-34D5.3
AB-36D4.2 j
AB-37D8.7
AB-38D70.8
AB-39D25.2
BG-1DA5.7
BG-2D5.4
BG-3D3.4 j
BG-4D†154
GWA -1D10
GWA -2D10.8
GWA -3D19.1
GWA -4D14.7
GWA -5D53.1
GWA -6DA433
GWA -7D6.7GWA-8D7.3
GWA -9D26.5
GWA -14DA18.8
GWA -15D4.7 j
GWA -16D6.6
GWA -17D81
GWA -18D18.3
GWA -21DA11.5
GWA -22D35.5
GWA -24D17.9
GWA -26D†176
AB-2DND
AB-11DND
CCR-1DNSCCR-1DANS
CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
FIGURE 11-26ISOCONCENTRATION M APMANGANESE IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR MA NGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 60.4 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL14221.3
39.1 50AB-21BRL74.1
AB-22BR123
AB-24BR163
AB-27BR324
AB-35BR2.6 j
AB-38BR106BG-2BRA-228.8
BG-4BR5.5
CIF WELL101
GWA-1BR6.6
GW A-4BR68
GWA-5BRA53.4
GW A-6BR129
GW A-9BR20.4GWA-24BR34.6
PH WELL17.8 j
AB-22BRL6
GWA-6BRA124
AL11.1
AL1016.9
AL1111.2
AL1120.65
AL11523.9
AL1172.6
AL1196.6
AL1208.9
AL1211
AL1256.7
AL1290.87
AL1301.1
AL1 335.2
AL1 353
AL1 394.1
AL30.54
AL39 WELL B8.9
AL401.3
AL449.2
AL450.6
AL472.6
AL482.5
AL88†34 .6
AL908.4
AL910.5
AL920.5
AL935.2
AL975.3
AL986.43
PH ADJ BLDND
AL124ND
AL126ND
AL127ND
AL131ND
AL1 32ND
AL1 37ND
AL138ND
AL41ND
AL42ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL89ND
AL94ND
AL96ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR MA NGANESE IS 50 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 39.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-27ISOCONCENTRATION M APMANGANESE IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
3
9.1
AB-4BR459
AL1130.66
AL1140.97
AL120.8
AL1 230.74
AL1360.82
AL1402
AL1411.8
AL151.8
AL160.87
AL171.7
AL191.1
AL20.92
AL231.1
AL260.68
AL271.2
AL290.65 AL311.1
AL321.1
AL490.91
AL510.58
AL520.73
AL541.3
AL569.9
AL571.3 AL584.4
AL591.9AL608.6
AL610.57
AL632.74
AL641.6AL663.9
AL670.66
AL682.8AL691.9
AL727.7
AL730.72
AL742.2
AL751
AL761.5 AL770.54
AL781AL790.71
AL825.9
AL816.5
AL821.7
AL831.5
AL8415.7
GW A-21BR†27 8
AB-14BRND
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL118ND
AL14ND
AL20ND
AL21ND
AL22NDAL24ND
AL25ND
AL28ND
AL30ND
AL33ND
AL34ND
AL53ND AL55ND
AL6ND
AL62NDAL65ND
AL7ND
AL70ND
AL71ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MANGANESE CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.85AB-1R0.1 8 j,B
AB-4S0.1 2 j
AB-6R0.1 5 j
AB-9S0.14 j
AB-20S*13.7 AB-21S*317AB-21SL*2950
AB-23S*50.3
AB-24S*9.5
AB-24SL*57.3
AB-25S*180
AB-25SL*157
AB-26S0.12 j
AB-27S*3.4AB-28S*3.7
AB-29S*2.6AB-30S*7.1
AB-32S0.1 5 j
AB-33S*6.5
AB-35S*4.5AB-36S2.3
AB-37S*0.11 j
AB-38S*2.6 AB-39S*0.2 3 j,B
BG-2S0.1 3 j,B
BG-3S0.31 j
BG-4S0.29 j
CCR-1S0.1 4 j
CCR-8S0.1 2 j
CCR-11S4.1
CCR-16S0.28 j
GWA -8S0.12 j
GWA -9S0.1 4 j
GWA -15S0.17 j
GWA -16S†8.2
GWA -17S0.4 2 j
GWA -18S0.6 8 B
GWA -19S0.4 3 j
GWA -26S0.83
AB-2ND
AB-5ND
AB-6AND
AB-10SND
AB-12SND
AB-13SND
AB-21S*ND
AB-22SND
AB-31SND
AB-34S*ND
BG-1SND
CCR-2SND
CCR-3SND
CCR-4SAND
CCR-5SND
CCR-6SND
CCR-7SND CCR-9SND
CCR-14SND
CCR-17SND
CCR-18SND
CCR-20SND
CCR-21SND
CCR-22SND
CCR-23SND GWA -1SND
GWA -2SND
GWA -3SND
GWA -4SND
GWA -5SND
GWA -6SND
GWA -7SND
GWA -14SND
GWA -21SND
GWA -22SND
GWA -23SND
GWA -24SAND
FIGURE 11-28ISOCONCENTRATION M APMOLYBDENUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
STANDARD CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM C ONCENTRATION (μg/L)1
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.85 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-4D0.13 j
AB-9D0.1 9 j
AB-12D0.2 5 j,B
AB-13D0.94
AB-14D0.22 j
AB-20D2.5 B AB-22D1.5
AB-26D1.6
AB-27D16.3
AB-29D0.37 jAB-30D0.1 8 j
AB-32D0.73
AB-33D1.4AB-34D0.75 B
AB-36D1.5
AB-37D1.6
AB-38D0.56 AB-39D0.1 8 j,B
BG-1DA1.9
BG-2D1.3
BG-3D0.2 7 j
BG-4D7.7
CCR-1D1.7CCR-1DA1.8
CCR-2D1.5
CCR-3DA3.9
CCR-4D1.3
CCR-4DA1 CCR-5D0.92
CCR-6D0.97 CCR-7D0.6
CCR-8D0.26 j
CCR-9D4.3
CCR-11DA0.7
CCR-14D2.8
CCR-16D1.2
CCR-17D0.4 5 j
CCR-18D1.2
CCR-20D0.7
CCR-23D0.9
CCR-BG-1D14.4
GWA -1D0.5
GWA -2D0.26 j
GWA -3D1.3
GWA -4D0.3 8 j,B
GWA -5D0.78
GWA -6DA1.1
GWA -7D0.39 j
GWA -8D0.7
GWA -9D1.5
GWA -14DA1.4
GWA -16D0.4 1 j,B
GWA -17D1 B
GWA -18D0.63 B
GWA -21DA1.3
GWA -22D1.4
GWA -24D0.41 j
GWA -26D16.3
AB-2DND
AB-10DND
AB-11DND
CCR-21DND
GWA -15DND
FIGURE 11-29ISOCONCENTRATION M APMOLYBDENUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
STANDARD CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM C ONCENTRATION (μg/L)1
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 30 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
4.7
AB-21BRL11.1
AB-22BR1.5
AB-24BR2.5
AB-27BR3.6
AB-35BR2.4
AB-38BR2.1
BG-2BRA-25.4
BG-4BR2.4
CIF W ELL1.2
GWA-1BR1.1
GW A-4BR1.6
GWA-5BRA3.7
GW A-6BR2.2 j
GWA-9BR†9.5
GWA-24BR4.3
AB-22BRL2.5
GWA-6BRA1.9
AL10.63
AL1122.9
AL1152.7
AL1170.68
AL1193.4
AL1203.6
AL1240.56
AL125†7
AL39 WELL B3.7
AL410.69
AL52
AL50 WELL A4.3
AL930.61
AL9 4†5.1
AL9 7†4.7
AL983.95
PH WELLND
AL1 01ND
AL111ND
AL1 21ND
AL126ND
AL127ND
AL1 29ND
AL1 30ND
AL131ND
AL1 32ND
AL1 33ND
AL1 35ND
AL1 37ND
AL138ND
AL139ND
AL3ND
AL40ND
AL42ND
AL44NDAL45ND
AL47ND
AL48ND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL96ND
AL99ND
AL39 WELL AND
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR MOLYBDENUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.7 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-30ISOCONCENTRATION M APMOLYBDENUM IN BEDRO CK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR4.2
AB-14BR13.6
AL1 000.89
AL1101
AL1130.64
AL1140.64
AL21.2
AL222.2
AL230.54
AL242.5
AL280.95
AL560.24
AL620.45
AL630.27
AL651.1
AL671.2
AL680.63
GWA-21BR7.1
AL1 02ND
AL11ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL20ND
AL21ND
AL25ND
AL26ND
AL27ND
AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL64ND
AL66ND
AL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
STANDARD CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL MOLYBDENUM C ONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
4 .0 2
4.02 4.02100AB-1R2.5
AB-21.4
AB-4S0.98
AB-54.9
AB-6A1.1
AB-6R2.1
AB-9S0.74
AB-10S0.84
AB-13S2.4
AB-20S*32.4
AB-21S*1.6
AB-21SL*3.7
AB-22S3.8
AB-23S*0.34 j
AB-24S*1.8
AB-24SL*0.57
AB-25S*6.4
AB-25SL*1.7
AB-26S3.9
AB-27S*0.75AB-28S*1.9
AB-29S*3.8AB-30S*1.3
AB-31S0.99
AB-32S0.77
AB-33S*1.9
AB-35S*0.57
AB-36S7.4AB-37S*1.3
AB-38S*1.2
BG-1S0.89
BG-2S4.2
BG-3S2.5
BG-4S2.4
GWA -1S0.84
GWA -2S0.82
GWA -4S0.49 j
GWA -5S3.6
GWA -6S821 D3
GWA -7S11.1GWA-8S9.5
GWA -9S2.7
GWA -14S5.6
GWA -15S3.6
GWA -16S2.8
GWA -17S2
GWA -18S2.3
GWA -19S2.3
GWA -21S†6.1
GWA -22S2.6
GWA -23S3.9
GWA -26S1
GWA -24SA†4.9
AB-8ND
AB-12SND
AB-34S*ND
AB-39S*ND
GWA -3SND
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS CCR-5SNS
CCR-6SNS CCR-7SNS
CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
FIGURE 11-31ISOCONCENTRATION M APNICKEL IN SHAL LOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 4.02 μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-2D1.6
AB-4D3.2
AB-10D0.56
AB-11D2.8
AB-13D2.1
AB-14D†13.3
AB-22D4.3
AB-26D1.6
AB-27D2
AB-29D3.5
AB-32D3.1
AB-33D1.7AB-34D0.4 7 j
AB-36D0.98
AB-38D2.1 AB-39D0.73
BG-1DA3.7
BG-2D0.89
BG-4D1.9
GWA -1D1
GWA -2D0.4 6 j
GWA -6DA1.1
GWA -7D5.8
GWA -8D4.1
GWA -9D0.92
GWA -14DA3.5
GWA -16D0.5 j
GWA -17D1.4
GWA -18D0.9
GWA -21DA1.9
GWA -22D†20.8
GWA -24D0.71
GWA -26D0.69
AB-9DND
AB-12DND
AB-20DND
AB-30DND
AB-37DND
BG-3DND
GWA -3DND
GWA -4DND
GWA -5DND
GWA -15DND
CCR-1DNSCCR-1DANS CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
FIGURE 11-32ISOCONCENTRATION M APNICKEL IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 8.1 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1 420.71
3 .4 3.4AB-21BRL0.61
AB-22BR2.4
AB-24BR1.8
AB-27BR4.2
AB-35BR0.62
AB-38BR1.7
BG-2BRA-24.6
BG-4BR1.7
CIF WELL4.9
GW A-4BR4.3
GWA-5BRA1.3
GWA-9BR0.74GWA-24BR2.1
PH WELL0.46 j
AB-22BRL1.9
GWA-6BRA2.1
AL1011.6
AL1110.56
AL1150.89
AL1171.2
AL1190.81
AL441.1
AL50 WELL C1
AL880.62
AL900.72
AL980.6
GWA-1BRND
GW A-6BRND
PH ADJ BLDND
AL1ND
AL112ND
AL120ND
AL1 21ND
AL1 24ND
AL125ND
AL1 26ND
AL127ND
AL129ND
AL130ND
AL131ND
AL1 32ND
AL133ND
AL135ND
AL1 37ND
AL138ND
AL139ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL85ND
AL89ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR NICKEL IS 100 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 3.4 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-33ISOCONCENTRATION M APNICKEL IN BEDRO CK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR1.5
AL1 020.79
AL110.64
AL1181.1
AL1 231.1
AL1360.57
AL1410.58
AL230.51AL250.53AL270.53
AL280.2
AL330.53
AL530.58
AL561.7
AL600.96AL620.42
AL630.81
AL642.6
AL661.2
AL700.57
AL730.66
AL760.45
AL80.7
AL810.95
AL820.71
AL831.3
GWA-21BR0.66
AB-14BRND
AL1 00ND
AL110ND
AL113ND
AL114ND
AL12ND
AL14ND
AL140ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22NDAL24ND
AL26ND
AL29ND
AL30ND
AL31ND
AL32ND AL34ND
AL49ND
AL51ND
AL52ND
AL54ND AL55ND
AL57ND AL58ND
AL59ND
AL6ND
AL61NDAL65ND
AL67ND
AL68NDAL69ND
AL7ND
AL71ND
AL72NDAL74ND
AL75ND
AL77ND
AL78NDAL79ND
AL84ND
AL9ND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
NICKEL CONCENTRATION (µg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-1R6.3
AB-24.7
AB-4S6.0
AB-54.5
AB-6A6.1
AB-6R6.5
AB-86.1
AB-9S6.2
AB-10S6.1
AB-12S4.8
AB-13S5.5
AB-20S*6.6
AB-21S*6.7
AB-21SL*7.8 AB-22S5.1
AB-23S*8.4
AB-24S*6.9
AB-24SL*7.5
AB-25S*6.2
AB-25SL*8.4
AB-26S5.6
AB-27S*6.6AB-28S*5.3
AB-29S*5.2AB-30S*7.6
AB-31S5.8
AB-32S5.3
AB-33S*6.3AB-34S*6.4
AB-35S*6.5
AB-36S5.8
AB-37S*6.1
AB-38S*7.0 AB-39S*6.5
BG-1S5.8
BG-2S6.0
BG-3S6.3
BG-4S5.5
CCR-1S5.1
CCR-2S5.6
CCR-3S5.2
CCR-4SA3.6
CCR-5S4.1
CCR-6S2.8 CCR-7S5.3
CCR-8S5.2
CCR-9S4.9
CCR-11S6.3
CCR-14S4.8
CCR-16S6.6
CCR-17S6.2
CCR-18S4.5
CCR-20S4.8
CCR-21S4.9
CCR-22S4.7
CCR-23S5.4 GWA -1S5.0
GWA -2S5.1
GWA -3S5.9
GWA -4S5.4
GWA -5S5.4
GWA -6S3.6
GWA -7S4.1GWA-8S6.0
GWA -9S5.2
GWA -14S4.3
GWA -15S5.9
GWA -16S6.4
GWA -17S5.5
GWA -18S7.3
GWA -19S5.9
GWA -21S4.8
GWA -22S5.1
GWA -23S4.6
GWA -26S7.0
GWA -24SA5.5
FIGURE 11-34ISOCONCENTRATION M APpH IN SHALLO W GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT ES:THE NORTH CAROLINA 2 L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.2 - 7.5 S.U.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-2D6.5
AB-4D6.1
AB-9D6.6
AB-10D6.1
AB-11D6.0
AB-12D6.5
AB-13D6.2
AB-14D4.9
AB-20D7.7 AB-22D6.2
AB-26D7.9
AB-27D6.4
AB-29D5.7AB-30D6.6
AB-32D6.8
AB-33D7.4AB-34D7.0
AB-36D7.5
AB-37D7.0
AB-38D6.2 AB-39D5.9
BG-1DA7.4
BG-2D7.1
BG-3D6.4
BG-4D7.0
CCR-1D7.2CCR-1DA6.1
CCR-2D6.8
CCR-3DA7.1
CCR-4D4.6
CCR-4DA6.7 CCR-5D6.9
CCR-6D6.9 CCR-7D7.8
CCR-8D6.5
CCR-9D7.5
CCR-11DA6.6
CCR-14D8.4
CCR-16D6.9
CCR-17D7.1
CCR-18D6.4
CCR-20D6.8
CCR-21D6.5
CCR-23D6.8
CCR-BG-1D7.5
GWA -1D6.7
GWA -2D6.7
GWA -3D7.7
GWA -4D6.8
GWA -5D6.8
GWA -6DA7.3
GWA -7D6.4GWA-8D6.6
GWA -9D6.8
GWA -14D4.7GWA-14DA7.7
GWA -15D6.2
GWA -16D6.2
GWA -17D6.8
GWA -18D6.8
GWA -21DA7.4
GWA -22D6.7
GWA -24D7.5
GWA -26D7.4
FIGURE 11-35ISOCONCENTRATION M APpH IN D EEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT ES:THE NORTH CAROLINA 2 L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 6.7 - 8.4 S.U.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1426.6 AB-21BRL8.4
AB-22BR7.7
AB-24BR7.4
AB-27BR7.5
AB-35BR7.6
AB-38BR6.7
BG-2BRA-27.5
BG-4BR7.2
CIF W ELL6.7
GWA-1BR7.2
GW A-4BR8.3
GWA-5BRA7.9
GW A-6BR6.9
GW A-9BR7.5GWA-24BR8.3
PH ADJ BLD6.6 PH WELL6.1
AB-22BRL7.0
GWA-6BRA6.7
AL16.9
AL1016.6
AL1116.6
AL112†7.8
AL115†7.6
AL1176.4
AL1197.4
AL1208.1
AL1216.9
AL1246.6
AL1258.5
AL1266.9
AL1276.8
AL1296.4
AL1306.4
AL1 316.9
AL1 326.3
AL1 337.0
AL1 356.5
AL1 376.7
AL1386.6
AL1 396.3
AL36.6
AL39 WELL B8.1
AL406.2
AL416.5
AL426.5
AL445.8
AL456.7
AL476.4
AL486.6
AL56.8
AL50 WELL A7.1
AL50 WELL B6.6
AL50 WELL C6.1
AL856.7
AL886.4
AL896.8AL906.5
AL917.1
AL926.3
AL936.7
AL9 4†7.7
AL966.7
AL978.0
AL988.0
AL996.6
AL39 WELL A6.2
NOT ES:THE NORTH CAROLINA 2 L FOR pH IS 6.5-8.5 S.U.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 7.5 - 7.8 S.U.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-36ISOCONCENTRATION M APpH IN B EDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR6.5
AB-14BR8.2
AL1 007.2
AL1 026.4
AL116.5
AL1106.8
AL1136.9
AL1146.9
AL1186.4
AL126.1
AL1 236.3
AL1366.2
AL145.9
AL1406.2
AL1416.8
AL156.3
AL166.4
AL176.5
AL196.4
AL27.0
AL206.8
AL216.9
AL227.4
AL237.0
AL247.3
AL256.3
AL266.7
AL276.5
AL287.0 AL296.6
AL306.5
AL316.3
AL326.2
AL336.5
AL346.7
AL496.8
AL516.3
AL526.3 AL536.3
AL546.2
AL556.5
AL565.8
AL576.5 AL586.7
AL596.6
AL66.5
AL606.4AL616.5AL626.6
AL636.0
AL646.1AL656.6
AL666.4
AL677.4
AL686.7AL696.5
AL76.9
AL706.5
AL716.5
AL726.5
AL736.5
AL746.3
AL756.8
AL766.4 AL776.4
AL786.1AL796.3
AL86.4
AL816.3
AL826.3
AL836.2
AL846.8
AL96.2
GWA-21BR8.2
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
pH CONCENTRATION (S.U.)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.50.50.50.5
0.5
20
AB-1R2.3
AB-4S0.4 1 j
AB-6A0.57
AB-10S0.48 jAB-20S*49.1
AB-21S*0.63
AB-23S*0.24 j
AB-26S0.32 j
AB-28S*17.3
AB-35S*0.6AB-36S0.32 j
BG-2S†1.8
CCR-2S0.44 j
CCR-3S2.3
CCR-4SA526 CCR-5S41.7
CCR-6S5.7 CCR-7S0.8
CCR-8S1.2
CCR-9S0.85
CCR-11S1.2
CCR-14S0.6
CCR-16S0.62
CCR-18S3.3
CCR-20S0.53
CCR-21S0.72
GWA -4S0.6
GWA -6S765 D3
GWA -7S14.1
GWA -19S0.3 4 j
GWA -22S0.38 j
AB-2ND
AB-5ND
AB-6RND
AB-8ND
AB-9SND
AB-12SND
AB-13SND
AB-21SL*ND
AB-22SND
AB-24S*ND
AB-24SL*ND
AB-25S*ND
AB-25SL*ND
AB-27S*ND
AB-29S*NDAB-30S*ND
AB-31SND
AB-32SND
AB-33S*ND
AB-34S*NDAB-37S*ND
AB-38S*ND AB-39S*ND
BG-1SND
BG-3SND
BG-4SND
CCR-1SND
CCR-17SND
CCR-22SND
CCR-23SND GWA -1SND
GWA -2SND
GWA -3SND
GWA -5SND
GWA -8SND
GWA -9SND
GWA -14SND
GWA -15SND
GWA -16SND
GWA -17SND
GWA -18SND
GWA -21SND
GWA -23SND
GWA -26SND
GWA -24SAND
FIGURE 11-37ISOCONCENTRATION M APSELENIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS SET AT REPORTING LIMIT OF 0.5μg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.5
AB-9D2.2
AB-12D†0.8
AB-14D0.4 7 j
AB-22D0.34 j
AB-26D0.44 j
AB-27D2.4
AB-32D0.4 3 j
AB-33D0.66
AB-39D3.3
CCR-3DA0.34 j
CCR-8D0.37 j
CCR-11DA0.37 j
GWA -4D1.6
GWA -7D6.6
GWA -18D0.3 6 j
GWA -24D0.3 5 j
AB-2DND
AB-4DND
AB-10DND
AB-11DND
AB-13DND
AB-20DND
AB-29DNDAB-30DND
AB-34DND
AB-36DND
AB-37DND
AB-38DND
BG-1DAND
BG-2DND
BG-3DND
BG-4DND
CCR-1DNDCCR-1DAND CCR-2DND CCR-4DND
CCR-4DAND
CCR-5DND
CCR-6DND
CCR-7DND
CCR-9DND
CCR-14DND
CCR-16DND
CCR-17DND
CCR-18DND
CCR-20DND
CCR-21DND
CCR-23DND
CCR-BG-1DND
GWA -1DND
GWA -2DND
GWA -3DND
GWA -5DND
GWA -6DAND
GWA -8DND
GWA -9DND
GWA -14DAND
GWA -15DND
GWA -16DND
GWA -17DND
GWA -21DAND
GWA -22DND
GWA -26DND
FIGURE 11-38ISOCONCENTRATION M APSELENIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS SET AT REPORTING LIMIT OF 0.5μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
0 .5
GW A-4BR2.2
AL112†0.71
AL117†1.8
AL3 9 WELL B†1.6 AL50 W ELL A†0.66
AL94†1.7
AB-21BRLND
AB-22BRND
AB-24BRND
AB-27BRND
AB-35BRND
AB-38BRND
BG-2BRA-2ND
BG-4BRND
CIF W ELLND
GWA-1BRND
GWA-5BRAND
GW A-6BRND
GW A-9BRNDGWA-24BRND
PH ADJ BLDND PH WELLND
AB-22BRLND
GWA-6BRAND
AL1ND
AL101ND
AL111ND
AL115ND
AL119ND
AL120ND
AL1 21ND
AL1 24ND
AL1 25ND
AL1 26ND
AL1 27ND
AL129ND
AL130ND
AL131ND
AL132ND
AL1 33ND
AL1 35ND
AL137ND
AL138ND
AL139ND
AL3ND
AL40ND AL41ND
AL42ND
AL44ND
AL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL BND
AL50 WELL CND
AL85NDAL88ND
AL89ND
AL90ND
AL91ND
AL92ND
AL93ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR SELENIUM IS 20 μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS SET AT REPORTING LIMIT OF 0.5μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-39ISOCONCENTRATION M APSELENIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AL2†0.66
AL630.25AL65†0.52
AB-4BRND
AB-14BRND
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL56ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62NDAL64ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
GWA-21BRND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
SELENIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
286
AB-1R473
AB-23.9 j
AB-4S40.2
AB-516.9
AB-6A206
AB-6R211
AB-9S158
AB-10S216
AB-13S53.8
AB-20S*2130
AB-21S*3490
AB-21SL*1770
AB-22S54.1
AB-23S*560
AB-24S*850
AB-24SL*714
AB-25S*1570
AB-25SL*1720
AB-26S212
AB-27S*1030AB-28S*1600
AB-29S*456AB-30S*1400
AB-31S268
AB-32S37.3AB-33S*3380AB-34S*1360
AB-35S*1820AB-36S604
AB-37S*130
AB-38S*977 AB-39S*281BG-1S30.2
BG-2S188
BG-3S263
BG-4S263
GWA -1S9
GWA -2S31.4
GWA -3S84.4
GWA -4S356
GWA -5S32.2
GWA -6S1670
GWA -7S18.4
GWA -8S411
GWA -9S60.7
GWA -14S5.3
GWA -15S157
GWA -16S199
GWA -17S97.2
GWA -18S178
GWA -19S119
GWA -21S24.6
GWA -22S6.7
GWA -23S5.1
GWA -26S69.9
GWA -24SA11
AB-12SND
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS CCR-5SNS
CCR-6SNS
CCR-7SNS CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
FIGURE 11-40ISOCONCENTRATION M APSTRONTIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
STANDARD CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 286 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
2002 0 0
AB-2D102
AB-4D176
AB-9D322
AB-10D205
AB-11D114
AB-12D158
AB-13D198
AB-14D57.1
AB-20D117 AB-22D380
AB-26D223
AB-27D523
AB-29D226AB-30D171
AB-32D201
AB-33D266
AB-34D132AB-36D111
AB-37D145
AB-38D368
AB-39D454
BG-1DA106
BG-2D†202
BG-3D†229
BG-4D†251
GWA -1D246 GWA -2D141
GWA -3D123
GWA -4D249
GWA -5D714
GWA -6DA868
GWA -7D526
GWA -8D254
GWA -9D109
GWA -14DA144
GWA -15D268
GWA -16D105
GWA -17D212
GWA -18D143
GWA -21DA118
GWA -22D†257
GWA -24D93.6
GWA -26D86.5
CCR-1DNS
CCR-1DANS CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
FIGURE 11-41ISOCONCENTRATION M APSTRONTIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
STANDARD CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 200 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1 42†12 5 106106AB-21BRL90.5
AB-22BR272
AB-24BR106
AB-27BR146
AB-35BR128
AB-38BR395
BG -2BRA-2†18 1
BG-4BR98.5
CIF W ELL91.3
GWA-1BR223
GW A-4BR134
GWA-5BRA178
GW A-6BR696
GWA-9BR90GWA-24BR96.6
PH WELL778
AB-22BRL317
GWA-6BRA617
AL1†12 4
AL10172.5
AL111†120
AL112†18 7
AL115†3400
AL117†46 3
AL119†129
AL120†162
AL12167.1
AL124†198
AL125†111
AL126†118
AL127†13 0
AL129†22 5
AL130†10 6
AL1 3159.5
AL132†234
AL1 3389.9
AL135†180
AL137†155
AL138†21 5
AL1 3981.4
AL380.2
AL39 W ELL B†124
AL4068.5
AL4147.2
AL4280.3
AL4431.8AL4577
AL4 7†276
AL48†15 8
AL5†110
AL50 WELL A91.4
AL50 WELL B62.9
AL5 0 WELL C†13 3 AL8569.2
AL8883.2
AL8 9†113
AL9 0†142
AL9 1†127
AL92†12 5
AL9381.8
AL9 4†131
AL9 6†123
AL97†112
AL9834
AL99†12 1
AL39 WELL A103
NOT ES:NO NORTH CA ROL INA 2L OR INTERIM MAXIMUM ALLOWABLE CONCENTRATIONESTABLISHED F OR STRONTIUM.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 106 μg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-42ISOCONCENTRATION M APSTRONTIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
106
AB-4BR278
AB-14BR81.6
AL100†161
AL102†116
AL11†15 3
AL110†11 0
AL113†16 9
AL114†162
AL118†18 3
AL12†28 6
AL1 23†173
AL136†37 8
AL14†36 0
AL1 40†18 9
AL141104
AL1 5†227
AL1 6†128
AL1 7†168
AL1 9†233
AL2†14 2
AL20†16 0
AL2 1†158
AL22†10 9
AL2 3†110
AL2480.7
AL25†24 0
AL2 6†187
AL2 7†221
AL2875 AL2986.4
AL3 0†220
AL3190
AL3 2†157
AL33†12 7
AL3 4†146
AL49†14 1
AL51†34 6
AL5 2†232 AL53†14 2
AL5 4†251
AL55†13 1
AL56†23 0 AL5 7†205
AL58†20 3
AL5 9†183
AL694
AL60†31 7
AL6 1†208
AL62†20 5AL63†27 4
AL6 4†424
AL6 5†180
AL66†30 6
AL6 7†132
AL68†18 2AL69†219
AL7†18 0
AL7 0†265
AL7 1†256
AL7 2†265
AL73†18 1
AL7 4†293
AL7582
AL76†10 9 AL7 7†238
AL7886.1
AL79†15 7
AL8†237
AL81†22 8
AL8 2†392
AL8 3†289
AL84†18 5
AL9†300
GW A-21BR†15 4
SEE INSET
INSETSCALE: 1" = 500 '
STANDARD CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
STRONTIUM CONCENTRATION (µg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 3.643.643
.
6
4
3.642 5 0
AB-1R219
AB-20.6 1 j
AB-4S8.1
AB-51.3
AB-6A28.6
AB-6R26.3
AB-831
AB-9S38.4
AB-10S17.3
AB-12S0.16
AB-20S*214
AB-21S*75.8
AB-21SL*140
AB-22S2.2AB-23S*9.9 00001
AB-24S*20.1
AB-24SL*20.6
AB-25S*62.4
AB-25SL*59.5
AB-26S72.6
AB-27S*21.1AB-28S*132
AB-29S*44.5AB-30S*46.7
AB-31S118
AB-32S2.7
AB-33S*383AB-34S*164
AB-35S*234AB-36S18.5
AB-37S*2.3
AB-38S*13.4 AB-39S*0.9 8 j
BG-1S0.5 4 j
BG-3S0.76 j
BG-4S0.72 j
CCR-1S2.1
CCR-2S1.3
CCR-3S115
CCR-4SA1810 M6
CCR-5S684
CCR-6S1320
CCR-7S164
CCR-8S165
CCR-9S157
CCR-11S81.9
CCR-14S51.8
CCR-16S111
CCR-17S45.2
CCR-18S121
CCR-20S15.6
CCR-21S18.1
CCR-22S3.4
CCR-23S0.9 j
GWA -3S35.3
GWA -4S146
GWA -5S3.7
GWA -6S1790
GWA -7S108
GWA -8S1.2
GWA -9S†21.1
GWA -15S10.9
GWA -16S1.2
GWA -17S5.4
GWA -18S2
GWA -19S0.7 6 j
GWA -21S1.1
GWA -22S1.3
GWA -23S1.2
GWA -26S1
AB-13SND
BG-2SND
GWA -1SND
GWA -2SND
GWA -14SND
GWA -24SAND
FIGURE 11-43ISOCONCENTRATION M APSULFATE IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 3.64 mg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL16.2250
AB-2D0.6 6 j
AB-4D2
AB-9D46.4
AB-10D23.7
AB-11D0.57 j
AB-12D4.2
AB-13D0.68 j
AB-14D†27.1
AB-20D4.7 AB-22D43.3
AB-26D32.9
AB-27D67
AB-29D45.8
AB-30D25.2
AB-32D23.5
AB-33D6.5AB-34D1.6
AB-36D4
AB-37D2.7
AB-38D15.5 AB-39D32.5
BG-1DA1.6
BG-2D1.1
BG-3D0.7 6 j
BG-4D1.9
CCR-1D25.4CCR-1DA1.3
CCR-2D15.6
CCR-3DA10.1
CCR-4D161
CCR-4DA169 CCR-5D47
CCR-6D4.9 CCR-7D87.7
CCR-8D88.5
CCR-9D157
CCR-11DA85.6
CCR-14D43.5
CCR-16D39.3
CCR-17D44.3
CCR-18D55.3
CCR-20D37.6
CCR-21D35.3
CCR-23D1.8
CCR-BG-1D0.57 j
GWA -1D11.2 GWA -2D4.7
GWA -3D9.4
GWA -4D61.2
GWA -5D30
GWA -6DA270 M6
GWA -7D105GWA-8D1.3
GWA -9D2.7
GWA -14DA6.3
GWA -15D4.5
GWA -16D0.88 j
GWA -17D2.6
GWA -18D1.7
GWA -21DA2.3
GWA -22D1.1
GWA -24D2.2
GWA -26D7.3
FIGURE 11-44ISOCONCENTRATION M APSULFATE IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 16.2 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
2.9
AB-21BRL12.1
AB-22BR22
AB-24BR3.4
AB-27BR33.6
AB-35BR2.8
AB-38BR17.8BG-2BRA-2†7.3
BG-4BR2.3
GWA-1BR12.7
GW A-4BR41.4
GWA-5BRA56.1
GW A-6BR137
GWA-9BR†8.1
GW A-24BR†8.2
PH ADJ BLD20 PH WELL49.2
AB-22BRL40
GWA-6BRA124
AL1112.8
AL112†6.5
AL115†373
AL117†38 .3
AL119†5.6
AL120†11.2
AL1 242.6
AL125†6.9
AL1 262.1
AL1292.8
AL1 322.1
AL1352.1
AL137†4.6
AL1 392.7
AL3 9 WELL B†6.5
AL4 8†4
AL51.11
AL50 W ELL A†5.9
AL50 W ELL C†4.9
AL912
AL9 4†5.4
AL97†7
AL98†14
CIF W ELLND
AL1ND
AL101ND
AL1 21ND
AL127ND
AL1 30ND
AL1 31ND
AL1 33ND
AL1 38ND
AL3ND
AL40ND AL41ND
AL42ND
AL44ND
AL45ND AL47ND
AL50 WELL BND
AL85ND
AL88ND
AL89ND
AL90ND
AL92ND
AL93ND
AL96ND
AL99ND
AL39 WELL AND
NOT ES:THE NORTH CAROLINA 2 L FOR SULFATE IS 250 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 2.9 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-45ISOCONCENTRATION M APSULFATE IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
2
.
9
AB-4BR5.7
AB-14BR5.8
AL1 002.8
AL112.2
AL1102
AL1132.2
AL1142.3
AL12†4.5 AL1 362.1AL14†6.9
AL1402.8
AL1 5†4.6
AL172.1
AL2†3
AL202.1
AL212.2
AL22†3.2
AL232.2
AL24†3.8
AL262.5
AL342.2
AL492.6
AL512
AL5 4†3.8
AL552.5 AL58†4.3
AL62.1
AL61†3.3AL63†6AL65†3.2
AL6 7†3.3
AL682.7AL702.7
AL772.5
AL792.1
AL822.1
AL8 3†3.9
AL91.22
GWA-21BR2
AL1 02ND
AL118ND
AL1 23ND
AL141ND
AL16ND
AL19ND
AL25NDAL27ND
AL28ND
AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL52ND AL53ND
AL56ND
AL57ND
AL59NDAL60ND
AL62ND
AL64ND
AL66ND
AL69ND
AL7ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND
AL78ND
AL8ND
AL81ND
AL84ND
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
SULFATE CONCENTRATION (mg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.1
0 .1
0.10.10.10.2
AB-20.0 23 j
AB-4S0.0 53 j
AB-50.0 32 j
AB-9S0.0 25 j
AB-20S*0.19
AB-21S*0.0 63 j
AB-21SL*0.0 42 j
AB-22S0.0 35 j
AB-24S*0.0 46 j
AB-25S*0.18
AB-28S*0.33
AB-29S*0.0 52 jAB-30S*0.0 44 j
AB-32S0.0 21 j
AB-33S*0.0 92 j
AB-36S0.13
AB-38S*0.11
BG-1S0.0 17 j
BG-2S0.0 24 j
CCR-1S0.0 36 j
CCR-2S0.0 2 j
CCR-3S0.0 89 j
CCR-4SA1.9 j
CCR-5S2.1
CCR-6S3.1
CCR-8S0.1
CCR-9S0.0 89 j
CCR-11S0.0 76 j
CCR-14S0.0 68 j
CCR-16S0.0 36 j
CCR-17S0.11
CCR-18S0.0 34 j
CCR-20S0.0 26 j
CCR-21S0.17
CCR-22S0.0 68 j
GWA -1S0.0 35 j
GWA -2S0.0 22 j
GWA -3S0.0 27 j
GWA -4S0.0 73 j
GWA -5S0.1 4 B
GWA -6S1.5 D3,B
GWA -7S0.11
GWA -8S0.0 64 j
GWA -9S0.0 63 j
GWA -14S0.0 41 j
GWA -19S0.0 34 j
GWA -21S0.0 22 j
GWA -22S0.0 96 j
GWA -23S0.0 32 j
AB-1RND
AB-6AND
AB-6RND
AB-10SND
AB-12SND
AB-13SND
AB-23S*ND
AB-24SL*ND AB-25SL*ND
AB-26SND
AB-27S*ND
AB-31SND
AB-34S*ND
AB-35S*ND
AB-37S*ND
AB-39S*ND
BG-3SND
BG-4SND
CCR-7SND
CCR-23SND
GWA -15SND
GWA -16SND
GWA -17SND
GWA -18SND
GWA -26SND
GWA -24SAND
FIGURE 11-46ISOCONCENTRATION M APTHALLIUM IN SHALL OW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AB-30D0.0 16 j
AB-36D0.0 35 j
AB-39D0.089 j,B
CCR-4DA0.0 55 j
CCR-17D0.0 21 j
GWA -1D0.0 22 j
GWA -7D0.0 61 j
GWA -14DA0.0 34 j
GWA -17D0.0 54 j
GWA -22D0.0 17 j
AB-2DND
AB-4DND
AB-9DND
AB-10DND
AB-11DND
AB-12DND
AB-13DND
AB-14DND
AB-20DND
AB-22DND
AB-26DND
AB-27DND
AB-29DND
AB-32DND
AB-33DNDAB-34DND
AB-37DND
AB-38DND
BG-1DAND
BG-2DND
BG-3DND
BG-4DND
CCR-1DNDCCR-1DAND CCR-2DND
CCR-3DAND
CCR-4DND
CCR-5DND
CCR-6DND CCR-7DND
CCR-8DND
CCR-9DND
CCR-11DAND
CCR-14DND
CCR-16DND
CCR-18DND
CCR-20DND
CCR-21DND
CCR-23DND
CCR-BG-1DND
GWA -2DND
GWA -3DND
GWA -4DND
GWA -5DND
GWA -6DAND
GWA -8DND
GWA -9DND
GWA -15DND
GWA -16DND
GWA -18DND
GWA -21DAND
GWA -24DND
GWA -26DND
FIGURE 11-47ISOCONCENTRATION M APTHALLIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142ND
BG-2BRA-20.02 j
CIF WELL0.0 33 j
GW A-1BR0.047 j
AB-21BRLND
AB-22BRND
AB-24BRND
AB-27BRND
AB-35BRND
AB-38BRND
BG-4BRND
GWA-4BRND
GWA-5BRAND
GW A-6BRND
GW A-9BRNDGWA-24BRND
PH WELLND
AB-22BRLND
GWA-6BRAND
AL1ND
AL1 01ND
AL111ND
AL112ND
AL115ND
AL117ND
AL119ND
AL120ND
AL1 21ND
AL124ND
AL125ND
AL126ND
AL127ND
AL1 29ND
AL1 30ND
AL131ND
AL1 32ND
AL1 33ND
AL1 35ND
AL1 37ND
AL138ND
AL139ND
AL3ND
AL39 WELL BND
AL40ND AL41ND
AL42ND
AL44NDAL45ND
AL47ND
AL48ND
AL5ND
AL50 WELL AND
AL50 WELL BND
AL50 WELL CND
AL85ND
AL88ND
AL89NDAL90ND
AL91ND
AL92ND
AL93ND
AL94ND
AL96ND
AL97ND
AL98ND
AL99ND
AL39 WELL AND
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR THALLIUM IS 0.2μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.1 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-48ISOCONCENTRATION M APTHALLIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR0.022 j
AL56†0.057
AB-14BRND
AL1 00ND
AL1 02ND
AL11ND
AL110ND
AL113ND
AL114ND
AL118ND
AL12ND
AL1 23ND
AL136ND
AL14ND
AL140ND
AL141ND
AL15ND
AL16ND
AL17ND
AL19ND
AL2ND
AL20ND
AL21ND
AL22ND
AL23ND
AL24ND
AL25ND
AL26ND
AL27ND
AL28ND AL29ND
AL30ND
AL31ND
AL32ND
AL33ND
AL34ND
AL49ND
AL51ND
AL52ND AL53ND
AL54ND
AL55ND
AL57ND AL58ND
AL59ND
AL6ND
AL60NDAL61NDAL62ND
AL63ND
AL64NDAL65ND
AL66ND
AL67ND
AL68NDAL69ND
AL7ND
AL70ND
AL71ND
AL72ND
AL73ND
AL74ND
AL75ND
AL76ND AL77ND
AL78NDAL79ND
AL8ND
AL81ND
AL82ND
AL83ND
AL84ND
AL9ND
GWA-21BRND
SEE INSET
INSETSCALE: 1" = 500 '
IMAC CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL THALLIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL181
181
500
AB-1R400
AB-4S76
AB-6A115AB-6R115
AB-8146
AB-9S131
AB-10S103
AB-12S29
AB-13S44
AB-20S*690
AB-21S*568
AB-21SL*359
AB-22S42
AB-23S*98.00001
AB-24S*129
AB-24SL*118
AB-25S*238
AB-25SL*234 AB-26S148
AB-27S*230
AB-28S*397
AB-29S*171
AB-30S*219
AB-31S210
AB-32S36 D6AB-33S*838
AB-34S*417
AB-35S*677AB-36S152
AB-37S*82 D6
AB-38S*168 AB-39S*171
BG-2S134
BG-3S111
BG-4S112
CCR-1S32
CCR-3S252
CCR-4SA2650
CCR-5S1160 CCR-6S2390 CCR-7S265
CCR-8S290
CCR-9S274
CCR-11S253
CCR-14S132
CCR-16S332
CCR-17S188
CCR-18S213
CCR-20S112
CCR-21S209
CCR-22S45
CCR-23S47 GWA -1S54
GWA -3S104
GWA -4S256
GWA -5S47
GWA -6S2670
GWA -7S175GWA-8S231
GWA -9S87
GWA -14S27
GWA -15S107
GWA -16S75
GWA -17S60
GWA -18S86
GWA -19S61
GWA -26S53
GWA -24SA37 D6
AB-2ND
AB-5ND
BG-1SND
CCR-2SND
GWA -2SND
GWA -21SND
GWA -22SND
GWA -23SND
FIGURE 11-49ISOCONCENTRATION M APTOTAL DISSOLVED SOLIDS I N SHALLOWGROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SO LIDS CONCENTRATION (mg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 181 mg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
1
2
6500AB-2D77
AB-4D104
AB-9D179
AB-10D130
AB-11D86
AB-12D104
AB-13D103
AB-14D101
AB-20D97 D6 AB-22D240
AB-26D153
AB-27D212
AB-29D160AB-30D137
AB-32D139AB-33D126
AB-34D94
AB-36D101
AB-37D112
AB-38D172 AB-39D216
BG-1DA81
BG-2D113
BG-3D111
BG-4D†150
CCR-1D165
CCR-1DA114
CCR-2D301
CCR-3DA201
CCR-4D423CCR-4DA401
CCR-5D203
CCR-6D109 CCR-7D189
CCR-8D189
CCR-9D303
CCR-11DA167
CCR-14D158
CCR-16D161
CCR-17D278
CCR-18D248
CCR-20D255
CCR-21D276
CCR-23D124
CCR-BG-1D†127
GWA -1D161 GWA -2D85
GWA -3D126
GWA -4D177
GWA -5D128
GWA -6DA629
GWA -7D278
GWA -8D101
GWA -9D73 D6
GWA -14DA115
GWA -15D†147
GWA -16D73
GWA -17D110
GWA -18D81
GWA -21DA115
GWA -22D†162
GWA -24D89
GWA -26D102
FIGURE 11-50ISOCONCENTRATION M APTOTAL DISSOLVED SOLIDS IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SO LIDS CONCENTRATION (mg/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 126 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL142105 1471 4 7
147
AB-21BRL127
AB-22BR261
AB-24BR83
AB-27BR154
AB-35BR100
AB-38BR194
BG-2BRA-2121
BG-4BR115
CIF W ELL65
GWA-1BR151
GW A-4BR164
GWA-5BRA177
GW A-6BR357
GWA-9BR108GWA-24BR110
PH ADJ BLD308
PH WELL314
AB-22BRL275
GWA-6BRA363
AL1100
AL10140
AL111109
AL112144
AL115†67 5
AL117†25 4
AL119114
AL120128
AL12173
AL124133
AL12597
AL126103
AL127109
AL129†18 2
AL130110
AL1 3175
AL1 32133
AL1 3399
AL1 35107
AL1 37101
AL138†16 0
AL1 3981
AL383
AL39 WELL B139
AL4064
AL4149
AL4262
AL4463
AL4574
AL4 7†229
AL48109
AL588
AL50 WELL A125
AL50 WELL B78
AL50 WELL C96
AL8567
AL8863
AL8975AL90101
AL9198
AL9290
AL9398
AL94124
AL9690
AL97102
AL98†17 3
AL99105
AL39 WELL A77
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 147 mg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-51ISOCONCENTRATION M APTOTAL DISSOLVED SOLIDS I N BEDROCKGROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
147AB-4BR152
AB-14BR113
GW A-21BR†14 8
AL100†150
AL1 02109
AL11118
AL110110
AL113108
AL114128
AL118107
AL12146
AL1 23†160
AL136†23 3
AL14†21 4
AL1 40†15 1
AL14198
AL1 5†156
AL16116
AL17130
AL1 9†157
AL2114
AL20134
AL21119
AL22133
AL2394
AL24107
AL25143
AL2 6†147
AL2 7†166
AL28†15 2 AL29100
AL30122
AL3170
AL32100
AL33116
AL34108
AL49117
AL51†17 8
AL5 2†158 AL5375
AL54145
AL55125
AL56140
AL57123 AL58137
AL5999
AL686
AL60†19 7
AL6 1†148
AL62108AL63†20 4
AL6 4†233
AL6 5†165
AL66†16 0
AL6 7†159
AL6 8†160AL69141
AL7119
AL7 0†162
AL7 1†149
AL72132
AL73133
AL7 4†168
AL7599
AL7687 AL7 7†157
AL7870AL79104
AL8132
AL81137
AL8 2†223
AL8 3†228
AL84134
AL9†165
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL DISSOLVED SO LIDS CONCENTRATION (mg/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<&<
&<
&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 1.391
.
3
9
1.39
1.39
CCR-1S0.028
AB-32S0.032
BG-2S0.0 83
BG-3S0.1 77
AB-12S0.2 099
GWA -1S0.2 458
BG-1S0.2 832
AB-1R0.3 066
GWA -6S0.3 412
AB-25SL*0.355
AB-25S*0.3 746
CCR-3S0.39
CCR-8S0.3 91
CCR-6S0.398
AB-22S0.4 232
AB-6A0.4 24
CCR-7S0.4 304
CCR-22S0.4 58
CCR-16S0.51
CCR-11S0.545
GWA -21S0.582
GWA -16S0.6 25
AB-13S0.65
GWA -8S0.6 59
CCR-BG-1S0.663
CCR-17S0.667
AB-4S0.6 873
CCR-14S0.691
GWA -18S0.694
AB-6R0.695
AB-26S0.7 19
GWA -26S0.7 75
AB-33S*0.87
CCR-21S0.875
CCR-9S0.876
GWA -3S0.895
CCR-18S0.927
GWA -4S0.9 32
AB-10S0.9 73
CCR-23S0.9 75
GWA -23S0.977
AB-31S0.9 849
GWA -17S1.007 CCR-2S1.0 36
GWA -22S1.0 59
AB-21SL*1.1 42
AB-9S1.2 35
CCR-4SA1.252
GWA -19S1.256
AB-35S*1.277
GWA -2S1.305
GWA -9S1.333
BG-4S1.3 57
AB-51.49
CCR-20S1.49
AB-21S*1.5 25
CCR-5S1.632
GWA -7S2.035
GWA -5S2.465
AB-2NS
AB-8NS
AB-20S*NS
AB-23S*NS
AB-24S*NS
AB-24SL*NS
AB-27S*NSAB-28S*NS
AB-29S*NSAB-30S*NS
AB-34S*NS
AB-36SNS
AB-37S*NS
AB-38S*NS AB-39S*NS
GWA -14SNS
GWA -15SNS
GWA -24SANS
FIGURE 11-52ISOCONCENTRATION M APTOTAL RADIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL RADIUM CONCENTRATION (pCi/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL RADIUM IS 5 pCi/L
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 1.39 pCi/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.613
0.613
0.613
0.613
CCR-1D-0.219
CCR-5D-0.0138
GWA -3D0.1 786
CCR-6D0.2 533
CCR-20D0.294
AB-10D0.2 94
CCR-16D0.2 963
AB-12D0.3 187
CCR-18D0.3 35
GWA -9D0.343
CCR-11DA0.3 52
BG-4D0.3 95
AB-4D0.403
BG-3D0.4 077
CCR-7D0.414
AB-13D0.427
AB-9D0.4 754
GWA -1D0.529
AB-14D0.5 3811
GWA -17D0.545
CCR-3DA0.5 48
GWA -21DA0.5 58
CCR-4D0.56
CCR-23D0.61
CCR-17D0.6 101
GWA -26D†0.6 47
GWA -5D0.648
CCR-BG-1DA0.683
GWA -22D†0.683
AB-22D0.69
CCR-9D0.6 976
CCR-14D0.7 06
GWA -16D†0.741
AB-33D0.7 42
BG-1DA†0.745
AB-32D0.7 59
CCR-4DA0.776
GWA -18D0.799
GWA -23D0.82
CCR-8D0.8 43
BG-2D†0.854 CCR-BG-1D0.866
CCR-21D0.901
CCR-1DA1.0 55 GWA -6DA1.055
GWA -24D†1.103
GWA -2D1.111
CCR-2D1.2 15
AB-26D1.2 38
AB-11D1.2 56
GWA -4D1.342
GWA -7D1.61
AB-2DNS
AB-20DNS
AB-27DNS
AB-29DNSAB-30DNS
AB-34DNS
AB-36DNS
AB-37DNS
AB-38DNS AB-39DNS
GWA -8DNS
GWA -14DA†NS
GWA -15DNS
FIGURE 11-53ISOCONCENTRATION M APTOTAL RADIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL RADIUM CONCENTRATION (pCi/L)1
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL RADIUM IS 5 pCi/L
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.613 pCi/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
1.1BG-4BR0.1 088
AB-27BR0.1124
AB-35BR0.1424
BG-2BRA-20.17
GWA-5BRA0.2256
GW A-6BR0.296
GW A-1BR0.338
AB-38BR0.624
AB-24BR0.661
AB-21BRL0.777
GWA-4BR0.7 976
GWA-9BR0.976GWA-24BR1.005
PH WELL1.16
AB-22BR1.218
GWA-6BRA0.956
AL1NS
AL1 01NS
AL111NS
AL112NS
AL115NS
AL117NS
AL119NS
AL120NS
AL121NS
AL124NS
AL1 25NS
AL126NSAL127NS
AL1 29NS
AL1 30NS
AL1 31NS
AL1 32NS
AL133NS
AL1 35NS
AL1 37NS
AL1 38NS
AL1 39NS
AL142NS
AL3NS
AL39 W ELLA NS
AL39 W ELLB NS
AL40NS
AL41NS
AL42NS
AL44NS
AL45NS
AL47NS
AL48NS
AL5NS
AL5 0 WELLA NS
AL50 W ELLB NS
AL50 W ELLC NS AL85NSAL88NS AL89NS
AL90NS AL91NS
AL92NS
AL93NS
AL94NS
AL96NS
AL97NS
AL98NSAL99NS
AB-22BRLNS
NOT ES:THE NORTH CAROLINA 2 L FOR TOTAL RADIUM IS 5 pCi/L
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 1.1 pCi/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER2015.
FIGURE 11-54ISOCONCENTRATION M APTOTAL RADIUM IN BEDRO CK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR0.9 24
GWA-21BR1.052
AB-14BR†1.112
AL1 00NS
AL1 02NS
AL11NS
AL110NS
AL113NS
AL114NS
AL118NS
AL12NS
AL1 23NS
AL136NS
AL14NS
AL140NS
AL141NS
AL15NS
AL16NS
AL17NS
AL19NS
AL2NS
AL20NS
AL21NS
AL22NS
AL23NS
AL24NS
AL25NS
AL26NS
AL27NS
AL28NS AL29NS
AL30NS
AL31NS
AL32NS
AL33NS
AL34NS
AL49NS
AL51NS
AL52NS AL53NS
AL54NS
AL55NS
AL56NS
AL57NS AL58NS
AL59NS
AL6NS
AL60NSAL61NSAL62NS
AL63NS
AL64NSAL65NS
AL66NS
AL67NS
AL68NSAL69NS
AL7NS
AL70NS
AL71NS
AL72NS
AL73NS
AL74NS
AL75NS
AL76NS AL77NS
AL78NSAL79NS
AL8NS
AL81NS
AL82NS
AL83NS
AL84NS
AL9NS
SEE INSET
INSETSCALE: 1" = 500 '
NORTH CAROLINA 2L CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL RADIUM CONCENTRATION (pCi/L)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<&<
&<&<
&<&<
&<
&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.0020.002
AB-33S*0.00061
GWA -6S0.0 061
AB-25S*0.0 096AB-25SL*0.0 147
AB-21S*0.0 161
AB-21SL*0.0 387 AB-22S0.0 00067 j
GWA -16S0.000069 j
GWA -7S0.0 00092 j
AB-35S*0.0 0037 j
AB-1RND
AB-4SND
AB-5ND
AB-6AND
AB-6RND
AB-9SND
AB-10SND
AB-12SND
AB-13SND AB-26SND
AB-31SND
AB-32SND
BG-1SND
BG-2SND
BG-3SND
BG-4SND
GWA -1SND
GWA -2SND
GWA -3SND
GWA -4SND
GWA -5SND
GWA -8SND
GWA -9SND
GWA -17SND
GWA -18SND
GWA -19SND
GWA -21SND
GWA -22SND
GWA -23SND
GWA -26SND
AB-2NS
AB-8NS
AB-20S*NS
AB-23S*NS
AB-24S*NS
AB-24SL*NS
AB-27S*NSAB-28S*NS
AB-29S*NSAB-30S*NS
AB-34S*NS
AB-36SNS
AB-37S*NS
AB-38S*NS AB-39S*NS
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS
CCR-5SNS
CCR-6SNS CCR-7SNS
CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
GWA -14SNS
GWA -15SNS
GWA -24SANS
FIGURE 11-55ISOCONCENTRATION M APTOTAL URANIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
FEDERAL MCL CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL URANIUM CONCENTRATION (μg/mL)1
NOT ES:THE FE DERAL MAXIMUM CONTAMINANT LEVEL (MCL) FOR TOTAL URANIUM IS 0.03μg/mL
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.002 μg/mL.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL 0.00050.00050 .0 0 0 5
BG-4D0.00052
GWA -23D0.0 0052
AB-26D0.0 0064
GWA -17D0.0 0071 GWA -6DA0.0 016
GWA -9D0.000067 j
GWA -26D0.0 00072 j
GWA -5D0.000075 jAB-32D0.0 0011 j
BG-2D0.0 0011 j
AB-9D0.0 0013 j
GWA -4D0.0 0016 j
AB-12D0.0 0019 j
BG-1DA0.0002 j
GWA -21DA0.0 0023 j
GWA -1D0.0 0024 j
GWA -22D0.0 0025 j
AB-33D0.0 0035 j
GWA -3D0.0 0035 j
AB-22D0.0 0039 j
GWA -7D0.0 0039 j
AB-4DND
AB-10DND
AB-11DND
AB-13DND
AB-14DND
BG-3DND
GWA -2DND
GWA -16DND
GWA -18DND
GWA -24DND
AB-2DNS
AB-20DNS
AB-27DNS
AB-29DNSAB-30DNS
AB-34DNS
AB-36DNS
AB-37DNS
AB-38DNS AB-39DNS
GWA -8DNS
GWA -14DA†NS
GWA -15DNS
CCR-1DNSCCR-1DANS CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
GWA -14DNS
FIGURE 11-56ISOCONCENTRATION M APTOTAL URANIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
FEDERAL MCL CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL URANIUM CONCENTRATION (μg/mL)1
NOT ES:THE FE DERAL MAXIMUM CONTAMINANT LEVEL (MCL) FOR TOTAL URANIUM IS 0.03μg/mL
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.0005 μg/mL.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
0.0004
0
.
0
0
0
4
0.0004 0.0004GW A-4BR0.00056
GWA-5BRA0.00057
AB-21BRL0.0015
GWA-1BR0.0 015
AB-38BR0.0 016
AB-27BR0.00013 j
GWA-9BR0.00017 j
AB-35BR0.00018 j
AB-24BR0.00028 j
GWA-24BR0.0003 j
BG-4BR0.00031 j
AB-22BR0.00034 j
BG-2BRA-20.00044 j
GWA-6BR0.0018 j
GWA-6BRA0.0 013
PH WELLND
AL1NS
AL1 01NS
AL111NS
AL112NS
AL115NS
AL117NS
AL119NS
AL120NS
AL121NS
AL124NS
AL1 25NS
AL126NSAL127NS
AL1 29NS
AL1 30NS
AL1 31NS
AL1 32NS
AL133NS
AL1 35NS
AL1 37NS
AL1 38NS
AL1 39NS
AL142NS
AL3NS
AL39 W ELLA NS
AL39 W ELLB NS
AL40NS
AL41NS
AL42NS
AL44NS
AL45NS
AL47NS
AL48NS
AL5NS
AL5 0 WELLA NS
AL50 W ELLB NS
AL50 W ELLC NS AL85NSAL88NS AL89NS
AL90NS AL91NS
AL92NS
AL93NS
AL94NS
AL96NS
AL97NS
AL98NSAL99NS
AB-22BRLNS
NOT ES:THE FE DERAL MAXIMUM CONTAMINANT LEVEL (MCL) FOR TOTAL URANIUM IS 0.03μg/mL
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 0.0004 μg/mL.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-57ISOCONCENTRATION M APTOTAL URANIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-14BR0.00051
GWA-21BR0.0 009
AB-4BR0.0 0022 j
AL1 00NS
AL1 02NS
AL11NS
AL110NS
AL113NS
AL114NS
AL118NS
AL12NS
AL1 23NS
AL136NS
AL14NS
AL140NS
AL141NS
AL15NS
AL16NS
AL17NS
AL19NS
AL2NS
AL20NS
AL21NS
AL22NS
AL23NS
AL24NS
AL25NS
AL26NS
AL27NS
AL28NS AL29NS
AL30NS
AL31NS
AL32NS
AL33NS
AL34NS
AL49NS
AL51NS
AL52NS AL53NS
AL54NS
AL55NS
AL56NS
AL57NS AL58NS
AL59NS
AL6NS
AL60NSAL61NSAL62NS
AL63NS
AL64NSAL65NS
AL66NS
AL67NS
AL68NSAL69NS
AL7NS
AL70NS
AL71NS
AL72NS
AL73NS
AL74NS
AL75NS
AL76NS AL77NS
AL78NSAL79NS
AL8NS
AL81NS
AL82NS
AL83NS
AL84NS
AL9NS
SEE INSET
INSETSCALE: 1" = 500 '
FEDERAL MCL CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL URANIUM CONCENTRATION (μg/mL)1
NOT SAMPLEDNS
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
5 .3
5.3
AB-1R2.1
AB-20.44
AB-4S1.8
AB-52.7
AB-6A4.4
AB-6R3.8
AB-10S0.91
AB-13S0.74
AB-20S*5.7
AB-21S*7.8
AB-21SL*4.6 AB-22S1.4
AB-23S*5.1
AB-24S*11.1
AB-24SL*2.7
AB-25S*35.2 AB-25SL*6.1
AB-26S1.7
AB-27S*0.68AB-28S*0.52
AB-29S*2.3AB-30S*9.2
AB-31S2
AB-32S0.5 3 B
AB-33S*0.42 BAB-34S*0.1 2 j
AB-35S*0.97AB-36S1.4
AB-37S*9.1
AB-38S*1.3 AB-39S*0.72
BG-1S0.83
BG-2S†7.5
BG-3S2.9
BG-4S2.1
GWA -1S0.46
GWA -3S0.1 5 j,B
GWA -4S0.61
GWA -5S1.8
GWA -7S0.35 BGWA-8S4
GWA -9S0.77
GWA -14S0.27 j
GWA -15S4.4
GWA -16S1.8
GWA -17S2.3 GWA -18S5
GWA -19S1
GWA -22S0.78
GWA -23S0.33
GWA -26S3.2
GWA -24SA0.4 B
AB-9SND
AB-12SND
GWA -2SND
GWA -6SND
GWA -21SND
CCR-1SNS
CCR-2SNS
CCR-3SNS
CCR-4SANS
CCR-5SNS
CCR-6SNS CCR-7SNS
CCR-8SNS
CCR-9SNS
CCR-11SNS
CCR-14SNS
CCR-16SNS
CCR-17SNS
CCR-18SNS
CCR-20SNS
CCR-21SNS
CCR-22SNS
CCR-23SNS
FIGURE 11-58ISOCONCENTRATION M APVANADIUM IN SHALLOW GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 5.3 µg/L.
DASHED CONTOURS WHERE INFERRED.
* ASH P ORE WATER DATA US ED TO INFER GROUNDWATER CONCENTRATIONS IN THEABSENCE OF SHAL LOW FLOW ZONE DATA.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<&<
&<&<
&<&<&<
&<
&<
&<&<&<&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
POWER PLANT
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL9.69.69.69.69 .6
AB-4D4.8
AB-9D6.6
AB-10D4.7
AB-11D1.7
AB-12D4.3
AB-13D6
AB-14D1.1
AB-22D15.3
AB-26D6.2
AB-32D7.8
AB-33D5
BG-1DA†11
BG-2D9.2
BG-3D6.6
BG-4D7.4
GWA -1D8.4
GWA -2D4.4
GWA -3D9.2
GWA -4D4.3
GWA -5D7.9
GWA -6DA1.2
GWA -7D8.5
GWA -9D6.2
GWA -16D8.2
GWA -17D4.9
GWA -18D9.6
GWA -21DA†15.3
GWA -22D†11
GWA -24D†13.3
GWA -26D4.3
AB-20D11.3
AB-27D10.4
AB-29D7.3
AB-34D11.9AB-37D10
AB-2DNS AB-30DNS
AB-36DNS
AB-38DNS
AB-39DNS
CCR-1DNS
CCR-1DANS
CCR-2DNS
CCR-3DANS
CCR-4DNS
CCR-4DANS
CCR-5DNS
CCR-6DNS CCR-7DNS
CCR-8DNS
CCR-9DNS
CCR-11DANS
CCR-14DNS
CCR-16DNS
CCR-17DNS
CCR-18DNS
CCR-20DNS
CCR-21DNS
CCR-23DNS
CCR-BG-1DNS
GWA -8DNS
GWA -14DNSGWA-14DANS
GWA -15DNS
FIGURE 11-59ISOCONCENTRATION M APVANADIUM IN DEEP GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CSA_Supplement_2\Allen - Isoconcentration Maps.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
IMAC CONTOUR
PBTV CONTOUR
NOT SAMPLEDNS
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 9.6 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS REFLECT INFORMATION AVAILABLE UPTO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
AL1424.9 AB-21BRL2.3
AB-22BR1.7
AB-24BR8.1
AB-27BR1.3
AB-35BR7.2
AB-38BR4.3
BG-2BRA-29.9
BG-4BR9.9
CIF W ELL1.4
GWA-1BR10.1
GW A-4BR5.7
GWA-5BRA3.7
GW A-6BR4.3
GW A-9BR9.8GWA-24BR9.3
PH WELL3.4
AB-22BRL4.9
GWA-6BRA5.1
AL16.3
AL1014
AL11110.4
AL1124
AL1155.3
AL1175.4
AL1193.1
AL121†13.1
AL1249.3
AL126†12
AL12710.6
AL1296.8
AL1307.9
AL1 317.9
AL1 327.8
AL1 337.4
AL1 357
AL1 376.5
AL1386.4
AL1 395.4
AL37.7
AL39 W ELL B†12.7
AL403.4
AL413.5
AL423.6
AL455.3
AL473.6
AL486.1
AL5†14
AL50 WELL A5.5
AL50 WELL B6.7
AL50 WELL C3.7
AL859.6
AL8 9†12AL905.5
AL9 1†12.2
AL925.1
AL939.7
AL9 4†24.9
AL965.9
AL980.25
AL997.1
AL39 WELL A2.9
AL120ND
AL125ND
AL44ND
AL88ND
AL97ND
NOT ES:THE INTERIM MAXIMUM AL LOWABLE CONCENTRATION (IMAC) FOR VANADIUM IS 0.3μg/L.
PROVISIONAL BACKGROUND THRESHOLD VALUE IS 10.8 µg/L.
DASHED CONTOURS WHERE INFERRED.
DATA PRESENT ED MAY INCLUDE LAB-QUALIFIE D RESULTS. REFER TO ANALYTICALDATA TABLE NOTES FOR QUAL IFIER DEFINITIONS.
† CONCENT RAT ION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THEBACKGROUND CONCENTRATION RANGE FOR SIMILAR PIEDMONT GEOLOGICSETTINGS. DUE TO GROUNDW AT ER FL OW DIRE CTION AND OTHER CONSTITUENTMIGRATION PATTERNS, CONCENT RAT ION DOES NOT SUGGEST IMPACT FROM THEASH BASIN.
CONCE NTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALIDSAMPLE RESULTS FOR EACH W ELL. DATA W IT H HIGH TURBIDITY (>10 NTU) ORRESULTS THAT INDICATE GROUT CONTAMINATION OF THE WELL (PH>9) HAVE BEENREMOVED FROM DATA SET. COLL ECTION DATES DEPICTED ON FIGURE RANGE FROMMARCH 20 10 TO NOVEMBER 2017.
DISPL AYE D WATER SUPPLY WEL L LOCATIONS AND SAMPLE ANALYTICAL RESULTSREFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).
WAT ER SUPP LY WELL SAMPL ED BY NCDEQ BE TWEEN FEBRUARY 2015 AND OCTOBER
FIGURE 11-60ISOCONCENTRATION M APVANADIUM IN BEDROCK GROUNDWATERALLEN STEAM STATIONDUKE ENERGY CAROLI NAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/26/2018
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\Alle n \M ap_Do cs\CS A_Supplement_2\Allen - Isoconcentration Maps_Bedrock.mxd
600 0 600 1,200300
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<MONI TORING WELL IN ASH PORE WATER
&<BACKG ROUND MON ITORING WELL
&<ABANDO NED MONITORING WELL
WATER SUPPLY WELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
&<
&<
&<
AB-4BR3.6
AB-14BR†15 .9
AL100†12.8
AL1 029
AL115.2
AL110†11 .3
AL113†11 .4
AL11410.5
AL11810.6
AL122.4
AL1 237.6
AL1364.5
AL142
AL1404.7
AL1 41†12 .8
AL154.8
AL164.2
AL177.8
AL194.5
AL29.9
AL20†12
AL2 1†12.6
AL228.9
AL2 3†13.4
AL24†12 .5
AL255.3
AL267.6
AL274.2
AL28†13 AL296.8
AL305.8
AL312.9
AL322.7
AL336.4
AL3410.1
AL49†12 .6
AL512.4
AL523.4 AL534.3
AL544.4
AL557.5
AL567.6
AL578.3 AL58†12 .2
AL5 9†17.1
AL66.4
AL609
AL6 1†13.6
AL62†11 .2
AL637.02
AL642.8AL656
AL665.3
AL6 7†13.3
AL6 8†15.4AL698.4
AL7†10 .9
AL709.4AL719.2
AL725.1
AL739.3
AL745.8
AL7 5†13.8
AL768.34 AL778.6
AL782.1AL794.4
AL88.5
AL812.2
AL824.7
AL839
AL848.2
AL97
GW A-21BR†15 .9
SEE INSET
INSETSCALE: 1" = 500 '
IMAC CONTOUR
PBTV CONTOUR
NOT DETECTED ABOVE REPORTING LIMITND
TOTAL VANADIUM CONCENTRATION (μg/L)1
NOT SAMPLEDNS
FIGURE 11-61
NOTES CONCENTRATION VERSUS DISTANCE
FROM SOURCE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
Note:
Wells used for each graph in Figures 11-68 to 11-71 are
consistent and are as follows:

Source Area
Surficial Zone: AB-39S
Transition Zone: AB-39D

Roughly 650’ to 850’ from Source Area
Surficial Zone: GWA-6S, GWA-7S
Transition Zone: GWA-06DA, GWA-7D
Bedrock: GWA-06BRA

148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Note:
Wells used for each graph in Figures 11-72 to 11-75 are
consistent and are as follows:

Source Area
Surficial Zone: AB-25S

Roughly 850’ to 1060’ from Source Area
Surficial Zone: AB-26S, GWA-03S
Transition Zone: AB-26D, GWA-03D

Note:
Wells used for each graph in Figures 11-76 to 11-79 are
consistent and are as follows:

Source Area
Surficial Zone: AB-21S
Transition Zone: AB-21D

Roughly 1910’ to 2335’ from Source Area
Surficial Zone: AB-22S, AB-10S
Transition Zone: AB-22D, AB-10D
Bedrock Zone: AB-22BR, AB-22BRL
FIGURE 11-62
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – ANTIMONY, ARSENIC, BERYLLIUM,
BORON, CADMIUM, AND CHROMIUM
COAL PILE TRANSECT
(SHEET 1 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Coal Pile Transect
FIGURE 11-63
CONCENTRATION VERSUS DISTANCE
FROM SOURCE – HEX CHROMIUM, COBALT,
IRON, MANGANESE, MOLYBDENUM,
AND NICKEL
COAL PILE TRANSECT
(SHEET 2 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Coal Pile Transect
FIGURE 11-64
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – pH, SELENIUM, STRONTIUM,
SULFATE, THALLIUM, AND TDS
COAL PILE TRANSECT
(SHEET 3 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Coal Pile Transect
FIGURE 11-65
NOTE AND CONCENTRATION VERSUS
DISTANCE FROM SOURCE – TOTAL RADIUM,
TOTAL URANIUM, AND VANADIUM
COAL PILE TRANSECT
ALLEN STEAM STATION
(SHEET 4 OF 4)
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Note:
Wells used for each graph in Figures 11-68 to 11-71 are
consistent and are as follows:

Source Area
Surficial Zone: AB-39S
Transition Zone: AB-39D

Roughly 650’ to 850’ from Source Area
Surficial Zone: GWA-6S, GWA-7S
Transition Zone: GWA-06DA, GWA-7D
Bedrock: GWA-06BRA

Coal Pile Transect
FIGURE 11-66
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – ANTIMONY, ARSENIC, BERYLLIUM,
BORON, CADMIUM, AND CHROMIUM
NORTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 1 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Northern Active Ash Basin Transect
FIGURE 11-67
CONCENTRATION VERSUS DISTANCE
FROM SOURCE – HEX CHROMIUM, COBALT,
IRON, MANGANESE, MOLYBDENUM,
AND NICKEL
NORTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 2 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Northern Active Ash Basin Transect
FIGURE 11-68
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – pH, SELENIUM, STRONTIUM,
SULFATE, THALLIUM, AND TDS
NORTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 3 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Northern Active Ash Basin Transect
FIGURE 11-69
NOTE AND CONCENTRATION VERSUS
DISTANCE FROM SOURCE – TOTAL RADIUM,
TOTAL URANIUM, AND VANADIUM
NORTHERN ACTIVE ASH BASIN TRANSECT
ALLEN STEAM STATION
(SHEET 4 OF 4)
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Note:
Wells used for each graph in Figures 11-72 to 11-75 are
consistent and are as follows:

Source Area
Surficial Zone: AB-25S

Roughly 850’ to 1060’ from Source Area
Surficial Zone: AB-26S, GWA-03S
Transition Zone: AB-26D, GWA-03D

Northern Active Ash Basin Transect
FIGURE 11-70
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – ANTIMONY, ARSENIC, BERYLLIUM,
BORON, CADMIUM, AND CHROMIUM
SOUTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 1 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Southern Active Ash Basin Transect
FIGURE 11-71
CONCENTRATION VERSUS DISTANCE
FROM SOURCE – HEX CHROMIUM, COBALT,
IRON, MANGANESE, MOLYBDENUM,
AND NICKEL
SOUTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 2 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Southern Active Ash Basin Transect
FIGURE 11-72
CONCENTRATION VERSUS DISTANCE FROM
SOURCE – pH, SELENIUM, STRONTIUM,
SULFATE, THALLIUM, AND TDS
SOUTHERN ACTIVE ASH BASIN TRANSECT
(SHEET 3 OF 4)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Southern Active Ash Basin Transect
FIGURE 11-73
NOTE AND CONCENTRATION VERSUS
DISTANCE FROM SOURCE – TOTAL RADIUM,
TOTAL URANIUM, AND VANADIUM
SOUTHERN ACTIVE ASH BASIN TRANSECT
ALLEN STEAM STATION
(SHEET 4 OF 4)
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA

148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
DRAWN BY: E. YURKOVICH
PROJECT MANAGER: C. SUTTELL
LAYOUT:
DATE: NOVEMBER 2017
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA
Compliance Support\Assessment\CSAs\2018-01 CSA
Update\Figures\Section 11\COI vs Distance
LEGEND
15 Standard (2L),
(IMAC), (MCL)

Shallow

Deep

Bedrock

Note: 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.
Note:
Wells used for each graph in Figures 11-76 to 11-79 are
consistent and are as follows:

Source Area
Surficial Zone: AB-21S
Transition Zone: AB-21D

Roughly 1910’ to 2335’ from Source Area
Surficial Zone: AB-22S, AB-10S
Transition Zone: AB-22D, AB-10D
Bedrock Zone: AB-22BR, AB-22BRL
Southern Active Ash Basin Transect
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/C. NEWELL
XSECT-ANTIMONY
1/28/2018
01/29/2018 9:15 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-74
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
CAROLINAS
SCALE: AS SHOWN
0.24j
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<5 D3
0.89
<5
<0.5
<0.5
0.37j
0.19j
<0.5
0.29j
7.6
0.7 <0.5
<0.5
<0.5
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.876 μg/L WITHIN THE SHALLOW,
0.69 μg/L DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
<5 <5
<5
<5
0.17j
<0.5
<0.51.6
1
<10
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/C. NEWELL
XSECT-ANTIMONY
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-75
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<0.5
0.38j
0.17j
<0.5 <0.5
<0.5
0.34j
0.27j
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.876 μg/L WITHIN THE SHALLOW,
0.69 μg/L DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/C. NEWELL
XSECT-ANTIMONY
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-76
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
0.24j
0.43j
<0.5
<0.5
<0.5
0.93
0.5j
0.7
7.6
0.27j
0.59
0.24j
<0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.876 μg/L WITHIN THE SHALLOW,
0.69 μg/L DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/C. NEWELL
XSECT-ANTIMONY
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-77
ANTIMONY ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
0.32j
0.13j
<0.5
<0.5
0.74
1.3
0.43j
0.14j
0.33j
0.26j
0.15j
0.12j
0.76
0.1j
<0.5
<0.5
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
F'F SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ANTIMONY IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ANTIMONY IS 0.876 μg/L WITHIN THE SHALLOW,
0.69 μg/L DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-ARSENIC
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-78
ARSENIC ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.33B
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.7
1.1
<1
0.3
0.12
0.19
80
0.3
248
9.7
155
807 0.1
0.29
0.46
0.16
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.42 μg/L WITHIN THE SHALLOW,
1.4 μg/L DEEP, 0.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH
WELL. DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION
OF THE WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE
RANGE FROM MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
137 D3
4.788.3
.47
0.13
1.9
0.7 <0.1
10
0.12
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-ARSENIC
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-79
ARSENIC ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.43
0.16
0.31 B
0.27
0.42
18.9
0.32
0.59
70.3
0.077j
0.36
0.084j
0.21
0.14
0.18 0.45
0.19
10
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.42 μg/L WITHIN THE SHALLOW,
1.4 μg/L DEEP, 0.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH
WELL. DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION
OF THE WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE
RANGE FROM MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-ARSENIC
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-80
ARSENIC ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
0.2
1.6
0.052j
0.11
0.26
85.2
583
807
155
0.15 B
0.28
0.31
0.11
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.42 μg/L WITHIN THE SHALLOW,
1.4 μg/L DEEP, 0.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH
WELL. DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION
OF THE WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE
RANGE FROM MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-ARSENIC
1/28/2018
01/29/2018 2:55 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-81
ARSENIC ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.24
0.66
0.2 B
0.88
0.73
50.5
589
634
1.8
0.24 B
0.36 B
0.069j
0.44 B
0.39
0.18 B
0.094j
0.12† 
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR ARSENIC IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR ARSENIC IS 0.42 μg/L WITHIN THE SHALLOW,
1.4 μg/L DEEP, 0.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH
WELL. DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION
OF THE WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE
RANGE FROM MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BERYLLIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-82
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.038j
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.1
38.6 D3
0.013j
0.1j
<0.1
0.054j
<0.1
0.031 j,B
0.014j
<0.1
0.03j
0.017j
0.016j 0.09j
0.026j
0.029j
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.127 μg/L WITHIN THE SHALLOW,
0.2 μg/L DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
4
<0.1 <0.1
<0.1
.836.934
2.1
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BERYLLIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-83
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.014j
<0.1
0.05j
<0.1
0.011j 0.062j
0.026j
<0.1
0.027j
0.027j
0.037j
<0.1
0.04j
<0.1
<0.1<0.1
<0.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.127 μg/L WITHIN THE SHALLOW,
0.2 μg/L DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BERYLLIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-84
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.15
0.013j
0.012j
0.071j
0.022j
<0.1
0.019j, B
0.016j
0.017j
0.031j
<0.1
<0.1
0.02j
<0.1
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.127 μg/L WITHIN THE SHALLOW,
0.2 μg/L DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BERYLLIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-85
BERYLLIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
<0.1
0.016j
0.11
<0.1
0.026j
0.051j
0.041j
0.01j
0.014j
0.012j
0.057j
<0.1
0.083j
0.026j
<0.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR BERYLLIUM IS 4 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR BERYLLIUM IS 0.127 μg/L WITHIN THE SHALLOW,
0.2 μg/L DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BORON
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-86
BORON ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
36.7j
<50
190
778
322
614
130
516
387
1390
1280 <50
37.6j
<50
30.2j
<50
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 50 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
<1000 542 686
43.7j 47.7j
33j
1760
340
<2500 D3
700
700
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BORON
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-87
BORON ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
<50
<50
<50
<50 87.8
<50
<50
926
1930
388
664
2180
305
<50
<50
28 Mj
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 50 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
700
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BORON
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-88
BORON ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
26.6j
26.9j
<50
294
1280
1390
1100
276
94.2
363
606
<50
<50
<50 <50
28
72
108
700
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 50 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-BORON
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-89
BORON ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<50
<50
<50
32.5j
<50
2430
6950
3280 M1
26.4j
1540
1550
<50
1670
<50 29.1j
<50
<50
28.6
700
70
0
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 50 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CADMIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-90
CADMIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.28
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.25
9.3 D3
<0.08
<0.8
<0.08
0.05j
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.08 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
7.7 5.10
<0.08 <0.08
<0.08
<0.08
0.74
0.09
2
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CADMIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-91
CADMIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.08
0.055j
<0.08 0.11
<0.08
0.075j
<0.08
<0.08 <0.08
<0.08
<0.08
<0.08
<0.08
<0.08
<0.08<0.08
<0.08
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.08 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CADMIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-92
CADMIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<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
<0.08
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.08 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CADMIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-93
CADMIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.08
<0.08
<0.08
0.052j
0.22
<0.08
<0.08
<0.08
0.031j
0.14
<0.08
<0.08
<0.08 <0.08
<0.08
<0.08
<0.08
† 
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.08 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-94
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
15
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
7.5
6.6 D3
2.4
<5
2.2
0.34j
0.85B
0.32j,B
0.64
0.44j
0.73
3.8
0.27j 2.2
7
2.9
1.7
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 6.927 μg/L WITHIN THE SHALLOW,
6.8 μg/L DEEP, 5.6 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
<10 3.2j 1.3
0.23j
0.44j0.53
0.67
0.27j10
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-95
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.99
1.1
1.9
0.86
0.64 0.43j
1.8
0.57
1.6
9
0.19j
0.66
0.43j
0.51
1.6
0.49j
0.95
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 6.927 μg/L WITHIN THE SHALLOW,
6.8 μg/L DEEP, 5.6 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-96
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
3
3.7
0.73
0.56
2
0.21j
0.21j, B
0.27j
3.8
2.4
2.5
0.78
0.22j
0.24j
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 6.927 μg/L WITHIN THE SHALLOW,
6.8 μg/L DEEP, 5.6 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-97
CHROMIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
2.3
2.2
1.5
0.7 B
1.1
0.53 0.17j, B
0.33j, B
3.2
3.2
1.5
0.97 B
1.3
1.7
1
3.3
0.24j, B
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM IS 6.927 μg/L WITHIN THE SHALLOW,
6.8 μg/L DEEP, 5.6 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM VI
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-98
CHROMIUM VI ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
6.2
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
7
3.1
0.064j,D3,M1
0.13j+
0.015j
<0.25 D3
0.56
<0.25 D3
0.015j
0.53
0.29
<0.025 0.74
6.8
2.6
0.0095j
<0.025
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM VI IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM VI IS 7.742 μg/L WITHIN THE SHALLOW,
1.2 μg/L DEEP, 0.23 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM VI
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-99
CHROMIUM VI ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.063
0.46
0.42
0.15
0.36 0.032
0.081
0.97
<0.12 D3
0.26
0.0094j
<0.025
0.016j
1.5
0.391 <0.5
0.41
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM VI IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM VI IS 7.742 μg/L WITHIN THE SHALLOW,
1.2 μg/L DEEP, 0.23 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM VI
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-100
CHROMIUM VI ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
3
3.7
0.73
0.56
0.21j
0.21j, B
0.27j
3.8
2.4
0.78
0.22j
0.24j
2
2.5
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
† 
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM VI IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM VI IS 7.742 μg/L WITHIN THE SHALLOW,
1.2 μg/L DEEP, 0.23 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-CHROMIUM VI
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-101
CHROMIUM VI ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.3
0.12
0.84
0.021j
0.94
0.031
0.041j, D3
0.41
0.0089j
0.085
0.054
0.020j
0.23
0.089
<0.12 D3
0.49
2.4† 
† 
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR CHROMIUM VI IS 10 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR CHROMIUM VI IS 7.742 μg/L WITHIN THE SHALLOW,
1.2 μg/L DEEP, 0.23 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-COBALT
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-102
COBALT ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.12
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
74.6
3640 D3,M6
0.39
0.88j
0.27
14.2
0.45
25
0.5
5.7
0.75
2.5
0.079j 3
0.052j
0.071j
1.6
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 4.338 μg/L WITHIN THE SHALLOW,
0.5 μg/L DEEP, 0.27 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
3670 805 34.5
0.43 0.29
0.11
56.6
0.05j
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
1
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-COBALT
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-103
COBALT ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.87
0.079j
0.2
0.24
0.5 1.5
0.1
0.16 B
0.024 j
0.678
0.14
<0.053 j, B
5.7
0.12
0.034 j, B
2
0.089 j, B
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 4.338 μg/L WITHIN THE SHALLOW,
0.5 μg/L DEEP, 0.27 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-COBALT
1/28/2018
01/29/2018 2:51 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-104
COBALT ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.6
0.11 B
0.3
0.85
0.16
0.072j, B
0.96
0.079j
2.5
1.2
0.34
0.11
11.7
0.048j, B
†=CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 4.338 μg/L WITHIN THE SHALLOW,
0.5 μg/L DEEP, 0.27 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-COBALT
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-105
COBALT ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.23
0.2
0.23
9.1
0.022j
3.3
1.1
0.8
0.11
0.55
0.18
2.0
0.069j
0.18
32.3
2
0.069j
† 
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†=CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR COBALT IS 1 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR COBALT IS 4.338 μg/L WITHIN THE SHALLOW,
0.5 μg/L DEEP, 0.27 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-IRON
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-106
IRON ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
<50
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
152
<2500 D3
721
60j+
446
41100
<50
13500
180
13100
1030
416
78.6 95.5
<50
<50
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 834.8 μg/L WITHIN THE SHALLOW,
555 μg/L DEEP, 284 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
296
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-IRON
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-107
IRON ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
672
102
210
336
686 1490
97.4
31.5j
49100
606
164
<50
455
40.9 j
<50
10800
164
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 834.8 μg/L WITHIN THE SHALLOW,
555 μg/L DEEP, 284 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-IRON
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-108
IRON ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
34.9j
92.9
192
27.5j
375
143
2100
78.6
416
595
405
195
9230
126
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 834.8 μg/L WITHIN THE SHALLOW,
555 μg/L DEEP, 284 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-IRON
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-109
IRON ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
318
436
463
1130
<50
2340
1110
11500
104
642
454
133
69.2
51.6
2700
406
39.4j
30
0
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR IRON IS 300 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR IRON IS 834.8 μg/L WITHIN THE SHALLOW,
555 μg/L DEEP, 284 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
INFERRED 2L STANDARD
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MANGANESE
1/28/2018
01/29/2018 2:47 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-110
MANGANESE ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
6.7
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
333
166000
433
129
59.9
7640
7.2
5390
324
2920
126
214
39.1
15.8
10
6.6
124
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 577.9 μg/L WITHIN THE SHALLOW,
60.4 μg/L DEEP, 39.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.50140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
(HATCHES TOWARD DECLINING CONCENTRATIONS)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION50
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MANGANESE
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-111
MANGANESE ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
608
6.6
23.1
8.7
52.1 752
4.2j
2.6j
8290
41.1
68
14.7
488
122
4.7j
7120
5.3
50
†
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 577.9 μg/L WITHIN THE SHALLOW,
60.4 μg/L DEEP, 39.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†= CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MANGANESE
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-112
MANGANESE ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
157
11.5
278
17.5
9.9
163
527
39.1
214
219
114
19.1
2160
53.1
† 
50
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 577.9 μg/L WITHIN THE SHALLOW,
60.4 μg/L DEEP, 39.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†= CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MANGANESE
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-113
MANGANESE ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
17.9
34.6
26.5
719
3.2j
209
218
1190
123
143
20.4
6.0
1160
770
3.2j
454
74.1
† 
50
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MANGANESE IS 50 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MANGANESE IS 577.9 μg/L WITHIN THE SHALLOW,
60.4 μg/L DEEP, 39.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†= CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MOLYBDENUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-114
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.39j
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<5 D3
1.1
2.2j
1.4
6.5
0.37j
2.6
3.6
3.4
16.3
180
157 <0.5
0.5
1.1
1.9
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.849 μg/L WITHIN THE SHALLOW,
30.2 μg/L DEEP, 4.7 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
1
0.97
0.92
<10 <0.5 <0.5
<0.5
<0.5
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MOLYBDENUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-115
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
8.2
0.41j, B
0.43j
1.6
0.11j 2.3
1.5
2.4
4.5
<0.5
1.6
0.38j, B
<0.5
0.17j
<0.5
<0.5
0.758
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.849 μg/L WITHIN THE SHALLOW,
30.2 μg/L DEEP, 4.7 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MOLYBDENUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-116
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
1.3
7.1
<0.5
0.94
2.5
9.5
157
180
0.12j
1.6
1.3
<0.5
57.3
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.849 μg/L WITHIN THE SHALLOW,
30.2 μg/L DEEP, 4.7 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-MOLYBDENUM
1/28/2018
01/29/2018 2:55 PM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-117
MOLYBDENUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.41j
4.3
1.5
2.5B
13.7
2950
<5 M1
11.1
1.5
1.5
9.5
2.5
<0.5
<0.5
<0.5
0.14j
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR MOLYBDENUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR MOLYBDENUM IS 0.849 μg/L WITHIN THE SHALLOW,
30.2 μg/L DEEP, 4.7 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-NICKEL
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-118
NICKEL ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
5.8
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
11.1
821 D3
1.1
<5
1.7
1.9
3.5
3.8
4.2
0.75
2
6.4
1.7 0.84
1
<0.5
2.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 4.024 μg/L WITHIN THE SHALLOW,
8.1 μg/L DEEP, 3.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
100
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-NICKEL
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-119
NICKEL ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
2.8
0.5j
2.3
<0.5
1.3 7.4
0.98
0.62
0.57
0.99
4.3
<0.5
0.49j
3.6
<0.5
<0.5
0.47j
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 4.024 μg/L WITHIN THE SHALLOW,
8.1 μg/L DEEP, 3.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-NICKEL
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-120
NICKEL ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
6.1
1.9
0.66
2.4
2.1
1.8
1.8
1.7
6.4
3.9
1.6
<0.5
<0.5
0.57
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 4.024 μg/L WITHIN THE SHALLOW,
8.1 μg/L DEEP, 3.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-NICKEL
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-121
NICKEL ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.71
2.1
0.92
2.7
<0.5
32.4
3.7
1.6
0.61
4.3
2.4
4.9
0.74
1.9
3.8
0.84
0.56
† 
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR NICKEL IS 100 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR NICKEL IS 4.024 μg/L WITHIN THE SHALLOW,
8.1 μg/L DEEP, 3.4 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-PH
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-122
pH ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
6.4
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
4.1
3.6
7.3
6.9
7.4
6.3
5.7
5.2
7.5
6.6
6.4
6.2
8.4 5.0
6.7
7.2
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
140 CONCENTRATION IN S.U.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
3.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
4.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-PH
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-123
pH ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
6.4
6.2
5.9
7.0
6.1 5.8
7.5
7.6
6.5
5.8
8.3
6.8
5.4
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
140 CONCENTRATION IN S.U.
NOTES
1. DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2. ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
3. CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
4. DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-PH
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-124
pH ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
4.8
7.4
8.2
5.5
6.2
7.4
6.9
8.4
6.2
5.6
7.9
7.7
5.9
7.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
140 CONCENTRATION IN S.U.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
3.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
4.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-PH
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-125
pH ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
7.5
8.3
6.8
5.2
7.7
6.6
7.8
6.7
8.4
6.2
7.7
7.5
5.1
6.1
6.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
140 CONCENTRATION IN S.U.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
3.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
4.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-RADIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-126
RADIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
1.61
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
2.035
0.3412
1.055
0.296
0.87 0.3746
0.355 0.2458
0.529
0.338
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR RADIUM IS 5 pCi/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR RADIUM IS 1.386 pCi/L WITHIN THE SHALLOW,
0.613 pCi/L DEEP, 1.103 pCi/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
1.632 0.398
-0.138
0.2533
0.875
0.9010.776
0.956
0.742
140 CONCENTRATION IN pCi/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-RADIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-127
RADIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.1424
1.277
0.7976
1.342
0.932
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR RADIUM IS 5 pCi/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR RADIUM IS 1.386 pCi/L WITHIN THE SHALLOW,
0.613 pCi/L DEEP, 1.103 pCi/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN pCi/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-RADIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-128
RADIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.582
0.558
1.052
0.65
0.427
0.355
0.3746
0.1786
0.895
0.661
0.719
1.238
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR RADIUM IS 5 pCi/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR RADIUM IS 1.386 pCi/L WITHIN THE SHALLOW,
0.613 pCi/L DEEP, 1.103 pCi/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN pCi/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-RADIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-129
RADIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.103
0.343
1.333
1.142
1.525
0.777
0.069j
0.976
0.094j
0.12
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
0.69
1.218
0.4232
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR RADIUM IS 5 pCi/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR RADIUM IS 1.386 pCi/L WITHIN THE SHALLOW,
0.613 pCi/L DEEP, 1.103 pCi/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN pCi/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SELENIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-130
SELENIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
14.1
765
0.66 <0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
<0.5
<0.5
<0.5
0.72
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
2.4
<0.5
<0.5
<0.5<0.5
526 41.7 5.7
<0.5
<0.56.6
20
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SELENIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-131
SELENIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<0.5
0.34j <0.5 0.32j
<0.5
<0.5
0.6
<0.5
2.2
1.6
0.6<0.5
<0.5
<0.5
<0.5
<0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SELENIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-132
SELENIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.5
<0.5
<0.5
0.32j
0.44j
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SELENIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-133
SELENIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.35j
<0.5
49.1
<0.5
0.63
<0.5
0.34j
<0.5
<0.5
<0.5 0.48j
<0.5
<0.5
<0.5
<0.5
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.5 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-STRONTIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-134
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
526
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
18.4
1670
868
696
266
3380 1570
1720 9
246
223
617
456
226
1030
523
146
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 286 μg/L WITHIN THE SHALLOW,
200 μg/L DEEP, 106 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
(HATCHES TOWARD DECLINING CONCENTRATIONS)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-STRONTIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-135
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
199
105
119
145
130 604
111
128
1820
268
134
249
356
157
268
1360
132
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 286 μg/L WITHIN THE SHALLOW,
200 μg/L DEEP, 106 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-STRONTIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-136
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
24.6
118
154
53.8
198
106
850
1720
1570
212
223
123
84.4
714
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 286 μg/L WITHIN THE SHALLOW,
200 μg/L DEEP, 106 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-STRONTIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-137
STRONTIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
93.6
96.6
109
60.7
117
2130
1770
3490
90.5
380
272
11.0
90
317
54.1
216
205
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR STRONTIUM IS NOT ESTABLISHED.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR STRONTIUM IS 286 μg/L WITHIN THE SHALLOW,
200 μg/L DEEP, 106 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SULFATE
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-138
SULFATE ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
105
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
108
1790
137
6.5
383
45.8
44.5
33.6
21.1
67
62.4
59.5
124
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 3.641 mg/L WITHIN THE SHALLOW,
16.2 mg/L DEEP, 2.9 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
<1
11.2
12.7270 M6
250
1860 M6 684
169 48
4.9
1320
35.3
18.1
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SULFATE
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-139
SULFATE ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.2
0.88j
0.76j
2.7
2.3 18.5
4
2.8
234
118
41.4
61.2
146
10.9
4.5
164
1.6
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 3.641 mg/L WITHIN THE SHALLOW,
16.2 mg/L DEEP, 2.9 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SULFATE
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-140
SULFATE ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.1
2.3
2
<1
0.68j
3.4
20.1
59.5
62.4
72.6
9.4
35.3
20.6
32.9
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 3.641 mg/L WITHIN THE SHALLOW,
16.2 mg/L DEEP, 2.9 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-SULFATE
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-141
SULFATE ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
2.2
8.2
2.7
21.1 214
140
75.8
12.1
43.3
22
8.1
40
2.2
17.3
23.7† 
† 
† 
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR SULFATE IS 3.641 mg/L WITHIN THE SHALLOW,
16.2 mg/L DEEP, 2.9 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-THALLIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-142
THALLIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.061j
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.11
1.5 D3, B
<0.1
<1
<0.1
0.092j
<0.1
0.052j
<0.1
<0.1
<0.1
0.18
<0.1 0.035j
0.022j
0.047j
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
0.2
<0.1
<0.1
1.9 2.1 3.1
0.17
<0.1
0.055j
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-THALLIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-143
THALLIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
<0.1
0.034j <0.1 0.13
0.035j
<0.1
<0.1
<0.1
<0.1
<0.1
0.073j<0.1
<0.1
<0.1
<0.1
<0.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-THALLIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-144
THALLIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.022j
<0.1
<0.1
<0.1
<0.1
0.046j
<0.1
0.18
<0.1
<0.1
0.027j
<0.1
<0.1
<0.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-THALLIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-145
THALLIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.1
0.063j
<0.1
0.19
0.042j
0.063j
<0.1
<0.1
<0.1
0.035j
<0.1
<0.1
<0.1
<0.1
<0.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 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 DEEP, 0.1 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL.
DATA WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE
WELL (PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM
MARCH 2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-TDS
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-146
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
278
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
175
2670
629
357
126
838
160
171
154
230
212
238
234 54
161
151
363
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 180.957 mg/L WITHIN THE SHALLOW,
126 mg/L DEEP, 147 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
209
276
109
239011602650
203401
500
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
INFERRED 2L STANDARD
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-TDS
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-147
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
75
73
61
112
82 D6 152
101
100
677
210
164
177
256
107
147
417
94
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 180.957 mg/L WITHIN THE SHALLOW,
126 mg/L DEEP, 147 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-TDS
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-148
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<25
115
148
44
103
83
129
234
238
148
153
126
104
118
† = CONCENTRATION GREATER THAN CURRENT SITE SPECIFIC PBTV BUT WITHIN THE BACKGROUND CONCENTRATION RANGE FOR
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1. DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2. THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3. PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 180.957 mg/L WITHIN THE SHALLOW,
126 mg/L DEEP, 147 mg/L BEDROCK FLOW LAYERS.
4. ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5. CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6. DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-TDS
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-149
TOTAL DISSOLVED SOLIDS ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
89
110
73 D6
87
97 D6
690
359
568
127
240
261
37
108
275
42
103
130
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA 2L FOR TDS IS 500 mg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR TDS IS 180.957 mg/L WITHIN THE SHALLOW,
126 mg/L DEEP, 147 mg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN mg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-URANIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-150
URANIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
0.00039j
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.000092j
0.0061
0.0016
0.0018j
0.00035j
0.00061 0.0096
0.0147 <0.0005
0.00024j
1.3
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR URANIUM IS 0.03 μg/L .
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR URANIUM IS 0.001937 μg/L WITHIN THE SHALLOW,
0.0005 μg/L DEEP, 0.00039 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
0.0015
140 CONCENTRATION IN μg/mL
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-URANIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-151
URANIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.00018j
0.00037j
0.00056
0.00016j
<0.0005
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR URANIUM IS 0.03 μg/L .
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR URANIUM IS 0.001937 μg/L WITHIN THE SHALLOW,
0.0005 μg/L DEEP, 0.00039 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/mL
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-URANIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-152
URANIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.0005
0.00023j
0.0009
<0.0005
0.0147
0.0096
0.00035j
<0.0005
<0.0005
0.00028
<0.0005
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
0.00064
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR URANIUM IS 0.03 μg/L .
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR URANIUM IS 0.001937 μg/L WITHIN THE SHALLOW,
0.0005 μg/L DEEP, 0.00039 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/mL
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-URANIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-153
URANIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.0005
6.7E-05j
0.0387
0.0161
0.0015
0.00017j
<0.0005
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE FEDERAL MCL FOR URANIUM IS 0.03 μg/L .
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR URANIUM IS 0.001937 μg/L WITHIN THE SHALLOW,
0.0005 μg/L DEEP, 0.00039 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/mL
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION ZONE
TRANSITION ZONE
ALLUVIUM
ASH PORE WATER
FILL
ASH
B B'
(NORTH)(SOUTH)
RETIRED ASH BASIN ASH LANDFILL ASH BASIN
PRIMARY
POND 2
GWA-7SGWA-7DGWA-6SGWA-6DAGWA-6BRAB-33SAB-33DAB-29SLAB-29DAB-29SAB-27DAB-27SAB-25SAB-25SLAB-25BRUAB-25BRASH GWA-1SGWA-1DGWA-1BRAB-27BRGWA-6BRACCR-4SACCR-4DACCR-5SCCR-5DCCR-6SCCR-6DCCR-21SCCR-21DINACTIVE ASH BASIN
BEDROCK
BEDROCK
BEDROCK
ASH
ASH PORE WATER
ASH PORE WATER
TRANSITION ZONE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
ACTIVE
ASH BASIN
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-VANADIUM
1/28/2018
01/29/2018 9:16 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_B-COI.dwg
FIGURE 11-154
VANADIUM ANALYTICAL RESULTS
CROSS SECTION B-B'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CAROLINAS
SCALE: AS SHOWN
8.5
CROSS SECTION LOCATIONB'BNOTE:
CROSS SECTION B-B' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
0.35 B
<3 D3
1.2
4.3
5
0.42 B
7.3
2.3
1.3
0.68
10.4
35.2
6.1 0.46
8.4
10.1
5.1
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA (IMAC) FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.33 μg/L WITHIN THE SHALLOW,
9.6 μg/L DEEP, 10.8 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
D D'
(WEST)(EAST)
SAPROLITE
SAPROLITE
SAPROLITE
SAPROLITE
ASH
ASH
ASH PORE WATER
FILL
FILL
FILL
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)
ASH PORE
WATER
TRANSITION ZONE
TRANSITION ZONE
BEDROCK
BEDROCK BEDROCK
ALLUVIUMGWA-16SGWA-16DGWA-19SGWA-19DAB-37DAB-37SAB-36DAB-36SSB-1AB-35SAB-35DAB-35BRSB-6AB-31DAB-31SGWA-4SGWA-4DSTRUCTURAL FILLASH
STORAGE
AREA
RETIRED ASH BASIN ASH LANDFILL
GWA-4BRBEDROCK GWA-15DGWA-15SAB-34SAB-34DAL19AL8AL4AL5AL117ASH PORE WATER
INACTIVE ASH BASIN
SOUTH POINT ROADALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
INACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
D'D
ACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-VANADIUM
1/28/2018
01/29/2018 10:24 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_D-COI.dwg
FIGURE 11-155
VANADIUM ANALYTICAL RESULTS
CROSS SECTION D-D'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 125 250 500
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 100'
5X VERTICAL EXAGGERATION
CROSS SECTION LOCATION
NOTE:
CROSS SECTION D-D' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
1.8
8.2
1
10
9.1 1.4
8
7.2
0.97
2
5.7
4.3
0.61
44
4.9
11.9
0.12j
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA (IMAC) FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.33 μg/L WITHIN THE SHALLOW,
9.6 μg/L DEEP, 10.8 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
INFERRED PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV)
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
E E'(WEST)
(EAST)
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-21SGWA-21DGWA-21BRAB-13DAB-13SAB-24SAB-24DAB-24SLAB-25SAB-25SLAB-25BRUAB-25BRAB-26DAB-26SGWA-3SGWA-3DGWA-3BRSAPROLITE
SAPROLITE
TRANSITION ZONE
TRANSITION
ZONE
FILL
ASH
ASH PORE
WATER ASH PORE
WATER
BEDROCK
BEDROCK
BEDROCK
PRIMARY POND 2PRIMARY POND 1 PRIMARY POND 3
ASH BASIN
GWA-21DAAB-24BRGWA-3BRAASHAL59AL72AL73AL74
SAPROLITE
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-VANADIUM
1/28/2018
01/29/2018 10:28 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_E-COI.dwg
FIGURE 11-156
VANADIUM ANALYTICAL RESULTS
CROSS SECTION E-E'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 75 150 300
HORIZONTAL SCALE: 1" = 300'
VERTICAL SCALE: 1" = 60'
5X VERTICAL EXAGGERATION
E'E
CROSS SECTION LOCATION
NOTE:
CROSS SECTION E-E' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
<0.3
15.3
0.74
6
8.1
11.1
6.1
35.2
1.7
6.2
9.2
0.15j,B
2.7
15.9
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
† 
† 
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA (IMAC) FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.33 μg/L WITHIN THE SHALLOW,
9.6 μg/L DEEP, 10.8 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
FILL
F F'
(WEST)(EAST)
SAPROLITE
SAPROLITE SAPROLITE
BEDROCK BEDROCK
BEDROCK BEDROCK
TRANSITION ZONE
TRANSITION ZONE
ASH PORE WATER
ASH PORE WATER FILL
ASH
ASH
CATAWBA
RIVER
(LAKE
WYLIE)
EL. 565'
(APPROX.)GWA-24SGWA-24DGWA-24BRAB-20SAB-20DAB-21SAB-21DAB-21SLAB-21BRAB-22SAB-22DAB-10SAB-10DGWA-9SGWA-9DASH BASIN
ASH
WATER IN BASINAB-21BRLGWA-24SAAB-22BRAB-22BRLGWA-9BRAL47SAPROLITE
ALLEN
STEAM
STATION
SOUTHPOINT ROAD(ASH STORAGE/
STRUCTURAL FILL)
ACTIVE
ASH BASIN
RETIRED
ASH BASIN
ASH LANDFILL
ARMS
T
R
O
N
G

R
O
A
D
PLANT ALLEN ROAD
CANAL ROAD
CATAWBA
RIVER
(LAKE WYLIE)
INACTIVE
ASH BASIN
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PROJECT MANAGER:
LAYOUT:
DRAWN BY:
CHRIS SUTTELL
DATE:ADAM FEIGL/ C. NEWELL
XSECT-VANADIUM
1/28/2018
01/29/2018 10:36 AM P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\XSEC\Cross Sections\Allen_XSects_F-COI.dwg
FIGURE 11-157
VANADIUM ANALYTICAL RESULTS
CROSS SECTION F-F'
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
CAROLINAS
SCALE: AS SHOWN
0 80 160 320
HORIZONTAL SCALE: 1" = 320'
VERTICAL SCALE: 1" = 64'
5X VERTICAL EXAGGERATION
F'F
CROSS SECTION LOCATION
NOTE:
CROSS SECTION F-F' IS LINEAR IN NATURE AND ALL
LOCATIONS NOT ALONG THE CROSS SECTION ARE
PROJECTED ONTO THE CROSS SECTION.
13.3
9.3
6.2
0.77
11.3
5.7
4.6
7.8
2.3
15.3
1.7
0.40
9.8
4.9
1.4
0.91
4.7
† 
†сKEEdZd/KE'ZdZd,EhZZEd^/d^W/&/Wdshdt/d,/Ed,<'ZKhEKEEdZd/KEZE'&KZ
SIMILAR PIEDMONT GEOLOGIC SETTINGS. DUE TO GROUNDWATER FLOW DIRECTION AND OTHER CONSTITUENT MIGRATION
PATTERNS, CONCENTRATION DOES NOT SUGGEST IMPACT FROM THE ASH BASIN.
SOURCE INFORMATION:
ORIGINAL CROSS SECTION BASE OBTAINED FROM HDR, CSA SUPPLEMENT 2, DATED AUGUST 2016.
NOTES
1.DEPTH TO GROUNDWATER GAUGED IN MONITORING WELLS ON SEPTEMBER 11, 2017.
2.THE NORTH CAROLINA (IMAC) FOR VANADIUM IS 0.3 μg/L.
3.PROVISIONAL BACKGROUND THRESHOLD VALUE (PBTV) FOR VANADIUM IS 5.33 μg/L WITHIN THE SHALLOW,
9.6 μg/L DEEP, 10.8 μg/L BEDROCK FLOW LAYERS.
4.ALL VERTICAL ELEVATIONS ARE MEASURED IN FEET, NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.
5.CONCENTRATIONS REPORTED ON FIGURE REPRESENT MOST RECENT VALID SAMPLE RESULTS FOR EACH WELL. DATA
WITH HIGH TURBIDITY (>10 NTU) OR RESULTS THAT INDICATE POTENTIAL GROUT CONTAMINATION OF THE WELL
(PH>8.5) HAVE BEEN REMOVED FROM DATASET. COLLECTION DATES DEPICTED ON FIGURE RANGE FROM MARCH
2010 TO NOVEMBER 2017.
6.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
140 CONCENTRATION IN μg/L
GENERALIZED WATER TABLE
ASH
ASH PORE WATER
GWA-21BR
GWA-22D
GWA-22S
AB-35S
WELL IN TRANSITION ZONE
WELL IN ALLUVIUM/SAPROLITE
WELL IN BEDROCK
WELL IN ASH PORE WATER
LEGEND
GENERALIZED GROUNDWATER
FLOW DIRECTION
MW-102S ABANDONED WELL/
GEOTECHNICAL BORING
BEDROCK
TRANSITION ZONE
ALLUVIUM
FILL
AL34 WATER SUPPLY WELL -
(DEPTH UNKNOWN)
SAPROLITE
SHALLOW ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
DEEP ZONE FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
BEDROCK FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
ASH FLOW LAYER GROUNDWATER
WELL WATER LEVEL ELEVATION
&<
&<
&<
&<
&<&<
&<
&<&<
&<
&<
&<
&<&<&<
&<
&<
&<
&<
&<
&<
&<
!(
LAKE WYLIE
ALLEN STEAM STATION
COAL PILE
INACTIVE ASH BASIN
S-9
GWA-6S/D/DA/BR
GWA-7S/D
AB-33S/D
CP-6S/D
CP-5S/D
CP-4S/D
CP-3S/D
CP-2S/D
CP-1S/D
CCR-9S/D
CCR-8S/DCCR-7S/DCCR-6S/D
CCR-5S/D
CCR-4S/D
600
610
6
2
0 5906
3
0
6406505
8
0
570
660600600
57
0
6105906205
8
0
610
580
590
580580
590
6305906105
8
0
610 6005906
3
0
6205
9
0
6405905905
8
0
610Figure 11-158PROPOSED COAL PILE ASSESSMENT SAMPLE LOCATIONSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLC BELMONT, NORTH CAROLINADRAWN BY: A. FEIGLPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
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\Allen\Map_Docs\MISC\ALLEN_PropCoalPile_AssessmentWells.mxd
80 0 80 16040
GRAPHIC SCALE IN FEET
NOTES:COAL PILE ASSESSMENT IS A SEPARATE ASSESSMENT. A WORKPLAN FOR THIS ASSESSMENT WAS PROVIDED ON 01/12/2018
PROPOSED WELL AND BORING LOCATIONS ARE APPROXIMATEAND MAY BE ADJUSTED BASED ON ACCESSIBILITY AND FIELDCONDITIONS.
2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM WSP, APRIL2014.
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTHCAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200(NAD83/2011).
LEGEND
&<PROPOSED COAL PILE ASSESSMENT SOILBORING AND MONITORING WELL LOCATION
&<EXISTING CCR RULE MONITORING WELLLOCATION (APPROXIMATE)
&<EXISTING CAMA GROUNDWATERMONITORING WELL LOCATION
!(AOW AND SEDIMENT SAMPLE LOCATION
APPROXIMATE EXTENT OF COAL PILESTORAGE AREA
WASTE BOUNDARY
DUKE ENERGY PLANT BOUNDARY
TOPOGRAPHIC CONTOURS (10' INTERVAL)
TOPOGRAPHIC CONTOURS (2' INTERVAL)
SW-D1
SW-U1
AL8-?
MAP SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS. THE
HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY UTILITIES SHOWN ARE
APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED BY DEQ
WATER SAMPLE LOCATION SAMPLED BY DEQ
FIGURE 11-159
SOLID PHASE - GROUNDWATER
INTERACTION DATA MAP
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 11-159 ( GW INTERACTION)
L. DRAGO
C. NEWELL
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
C. SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
4002001000200
(IN FEET)
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED BY DEQ
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK
INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public AND A DRAWING TITLED
AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL
2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
AB-37S
AB-37D AB-36S AB-36D
SB-1
AB-35D
AB-35S
AB-35BR
SB-6
SB-2
SB-4
SB-3
AB-2D AB-2
GWA-22S
GWA-22D
AB-13S
AB-13D
S-10
OW-18
AB-30S
AB-30D
AB-28D
AB-28S
OW-19
OW-12
OW-8
AB-34S
AB-34D
SB-5
OW-3
AB-39S
AB-39D
OW-7
AB-33D
AB-33S
CCR-5DCCR-5
CCR-6DCCR-6 CCR-7D CCR-7S CCR-8D CCR-8S
CCR-9S CCR-9D
OW-5
S-9
OW-10
AB-32S
AB-32D
OW-9
OW-20
AB-31D
AB-31S
AB-29D AB-29S
AB-29SL
AB-27DAB-27BR
AB-27S
SW-4
SW-3
GWA-5D GWA-5S
GWA-5BRA
CCR-11S CCR-11D
CCR-11DA
OW-16
GWA-4D
GWA-4S
GWA-4BR
AB-9DAB-9S
SW-7
ANSW-16
CCR-14S
CCR-14D
AB-26D
AB-26S
GWA-3D
GWA-3S
GWA-3BRA
SB-9
SW-2
CCR-17S
CCR-17D
S-5
S-6
S-7
CCR-16D
CCR-16S
S-8B
S-8
ANSW-15
S-4
ANSP002
AB-10D
AB-10S
ANSP002
S-3
ANWW-2
S-2
CCR-18S
CCR-18D
AB-22D
AB-22BRL
AB-22S
SW-1
ANSP005
CCR-20SCCR-20D
CCR-22S
CCR-22DA
AB-11D
CCR-23D CCR-23S
GWA-2D GWA-2S
GWA-1D
GWA-1S
GWA-1BR
S-1
AB-12S
AB-12D
GWA-26S
AB-5
pH WELL
CCR-21D CCR-21S
AB-21S
AB-21D
AB-21SLAB-21BR
AB-21BRL
SB-8
AB-23BRUAB-23S
AB-20S
AB-20D
GWA-9D
GWA-9BR
GWA-9S
SW-5
AB-4S
AB-4D
AB-4BR
AL49
AL58AL57
AL55
GWA-23D
GWA-23S
BGSB-GWA-23
AL51
AL56
AL54
AB-24S
AB-24D
AB-24BRAB-24SL
ANWW-3
AB-14D
AB-14BR
AL59
AL60AL61AL62
AL67
AL68
AL69
AL70
AL71
AL63
AL72
AL73
AL53AL52
AL66
AL65
AL64
SB-7
AB-38D AB-38S
AB-38BR
GWA-18D
GWA-18S
CCR-1SCCR-1DA
CCR-BG-1SCCR-BG-1D
AB-1R
AB-1
GWA-17DGWA-17S
CCR-2S CCR-2D
GWA-8D GWA-8SA
BG-4D
BG-4S
BG-4BR
AL133
AL1
AL131
BGSB-BG-3 BG-3S
BG-2D
BG-2S
BG-2BRA-2
BGSB-BG-2
GWA-16DGWA-16S
AL139
AL3
AL96
AL95
BGSB-BG-1 BG-1S
AL35
AL101
AL48
AL93
AL94
AL114
AL47
AL142
AL45
AL46
AL37
AL44
AL43AL38
AL36
AL39
AL50
GWA-24D
GWA-24SGWA-24BR
AB-25BR
AB-25BRU
AB-25S
AB-25SL
AL113
AL121
AL141
AL74
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL32
AL24AL25
GWA-21DA
GWA-21S
GWA-21BR
AL75
AL76
AL84
AL83
AL82
AL81 AL78
AL77
AL79AL80
GWA-14S
GWA-14DA
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL11
AL10
AL12
AL116
AL117
AL9
AL118
AL8
AL4
AL5
GWA-19D GWA-19S
AL19
AL18
AL17
AL16
GWA-15D
GWA-15S
AL6
AL29
AL28
AL110
AL27
AL26
AL130AL115
AL138
AL135
ANWW-4
SW-6
ANWW-1
ANSP001
ANTD001
AB-6AAB-6R
AL111
AL108AL85
AL97
AL88
ANFD001
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
STAIRS
ACTIVE ASH BASIN
DISCHARGE TOWER
PRIMARY POND 3
PRIMARY POND 2
PRIMARY POND 1
INACTIVE ASH BASIN
ASH STORAGE STRUCTURAL FILL
ASH STORAGE
INACTIVE ASH BASIN
RETIRED ASH BASIN
ASH LANDFILL-PHASE I
PERMIT NO. 3612
WILDLIFE RD
FARM RD
MILWOOD LN
IDELWOOD LNARMST
R
O
N
G

R
D
HIGHLAND WAY
HEATHER GLENN CT
CAMDEN CTHIGHLA
N
D
PLJOHN
D
O
U
G
L
A
S
D
R
WARREN DR MITCHELL STMITCHELL STSOUTHPOINT D
R
RIVER R
U
N
ARMS
T
R
O
N
G
R
DLAKE M
IST
DR
RIVE
R
R
U
N
REESE
WI
L
S
O
N
R
D
NUTALL OAK LN
NUTALL OAK LN
WOODBEND DR
PLANT
A
L
L
E
N

R
D
CANAL RD BOAT C
LUB
RDSOUTHPOINT RDSOUTHPOINT RD (NC HWY 273)STRUCTURAL FILL
STRUCTURAL FILL
STRUCTURAL FILL
POWER PLANT
SOUTH POINT FIRE
DEPARTMENT
EATON CORPORATION
SAILAWAY BAY
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
1/27/2018
1/27/2018
OW-6
OW-5
OW-4
OW-3
OW-2
OW-8
OW-1
HOLDING BASIN
BG-2BR
BG-3D
GWA-8S
CCR-1D
GWA-14D
GWA-21D
SOUTHPOINT RD (NC HWY 273)SOUTHPOINT RD (NC HWY 273)GWA-26D
BG-1D
GWA-1BR
GWA-3BR
AB-8
STAIRS
48" HDPE DISCHARGE PIPE
CULVERT
CULVERT
DISCHARGE TOWER
HEAD WALL EMERGENCY SPILLWAY
PIPES
OW-5 OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
GWA-5BR
LAKE WYLIE (CATAWBA RIVER )
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
OW-15
OW-16
OW-18
OW-17
OW-14
OW-13
OW-22
OW-21PN-2D
PN-1D OW-20
OW-12
OW-11
OW-8
OW-10
P-7 P-9
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
NPDES OUTFALL 002
NPDES OUTFALL 001
CELL 1 CELL 2A CELL 2B
OW-5P-1
OW-2
P-3
OW-4 OW-6
RAB ASH LANDFILL WASTE BOUNDARY
BASED ON LINER LIMITS
RAB ASH LANDFILL COMPLIANCE BOUNDARY
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH LANDFILL PHASE I,
PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
RETIRED ASH BASIN
GENERALIZED GROUNDWATER
FLOW DIRECTION
GEOCHEMICAL TRANSECT WITH NAME
AREA OF CONCENTRATION IN
GROUNDWATER ABOVE NC2L
(SEE NOTE 1.)
EAST TRANSECT
ACTIVE ASH BASIN- SOUTH TRANSECT
AB-21SL*/AB-21AB-21D/ AB-21BR/ AB-21BRL
AB-22S/ AB-22D/ AB-22BR/ AB-22BRL
AB-10S/AB-10D
ACTIVE ASH BASIN- NORTH TRANSECT
AB-24S*/ AB-24D/ AB-24BR
AB-26S / AB-26D
GWA-3S / GWA-3BRA
ACTIVE ASH BASIN-NORTH TRANSECT
ACTIVE A
S
H

B
A
S
I
N
-
S
O
U
T
H

T
R
A
N
S
E
C
T
INACTIVE ASH BASIN TRANSECT
AB-35BR
AB-34D
AB-32S/AB-32D
GWA-5S/GWA-5D/GWA-5BRA
COAL PILE/ASH STORAGE AREA TRANSECT
AB-39S*/AB-39D
GWA-6S/GWA-6DA/GWA-6BR
GWA-7S/GWA-7D
INACTIVE ASH BA
S
I
N

T
R
A
N
S
E
C
T
COAL PILE/ ASH STORAGE TRANSECT
SOIL/WATER PAIR SAMPLE LOCATION (ft bgs): Identifies a soil sample taken for total metals or TOC
analysis within a corresponding monitoring well screened interval.
CONDUCTIVITY (ft/day): Hydraulic conductivity of the identified flow zone measured in a corresponding
monitoring well.
HYDROUS FERROUS OXIDE (mg/kg): Identifies a soil sample taken for HFO; note that the sample ID
may not match the well ID at all locations. Bold text identifies samples taken within the corresponding
screened interval.
SORPTION COEFFICIENT (mL/g): Geomean of the batch sorption coefficient (Kd) for the indicated list of
constituents. Bold text identifies samples taken within the corresponding screened interval.
Color code identifies aquifer material.
Nomenclature for Sample ID: Boring Location (sample interval in ft bgs). Note that while boring location
may be given a suffix (S,SL, D, BR), the sample interval or depth of that the soil sample determines the
flow 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) and
Appendix C of CSA Update, 2018.
Batch sorption Kd values were taken from the linear isotherm (So = 0) values from the Addendum to Soil
Sorption Evaluation (Langley, W.G. & Dongwook, K., 2 Feb. 2016) and Appendix C of CSA Update,2018.
TABLE KEY
POTENTIAL ALTERNATIVE SOURCE
AREA OF IMPACT BASED ON
GROUNDWATER CONCENTRATION
OF CADMIUM, COBALT, NICKEL,
SELENIUM, AND THALLIUM
CCR-3DA
CCR-3S
GWA-7D
GWA-7S
GWA-6DA
GWA-6S
GWA-6BRGWA-6D
CCR-4SA
CCR-4DA
COAL PILE
OW-7
CCR-3D
CCR-4D
CCR-4S
NOTES:
1.GENERALIZED AREAL EXTENT OF MIGRATION REPRESENTED BY NCAC 02L EXCEEDANCES
OF MULTIPLE CONSTITUENTS (BORON AND ARSENIC) IN MULTIPLE FLOW ZONES.
2.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO
DECEMBER 31, 2015.
GWA-24SA
CCR-BG-1DA
CCR-22D
BG-1DA
AB-22BR
GWA-6BRA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP-FIGURE
11-159.dwg
PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.
TRANSECT TITLE
RED SAMPLE ID INDICATES THAT AN HFO
SAMPLE IS PROPOSED TO BE COLLECTED FOR
SOIL WITHIN THE SCREENED INTERVAL.
DATA NOTES:
NA=NOT ANALYZED
IDNA=ISOTHERM DATA NOT AVAILABLE
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<&<
&<&<&<
&<&<
&<&<&<&<&<&<&<&<&<&<
&<&<&<&<&<
&<&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<&<
&<&<&<&<&<
&<&<
&<&<&<
&<&<
&<&<&<
&<&<&<&<&<&<
&<&<
&<&<
&<&<&<&<&<&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<
&<&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<
")
")
")
")
")
")
")
&<&<
&<
&<
")
")
&<
&<
ACTIVEASH BASIN
INACTIVEASHBASIN
CATAW BA RIVER(LAKE WYLIE)DISCHARGE CANALSTRUCTURALFILL
ASHSTORAGE
ASHSTORAGE
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
STRUCTURALFILL
EXPOSUREAREA 2
EXPOSUREAREA 4
EXPOSUREAREA 3
EXPOSUREAREA 1
AB-1R
AB-2/D
AB-4S/D/BR
AB-5
AB-6A/R
AB-9S/D
AB-10S/D
AB-11D
AB-12S/D
AB-13S/D
AB-14D/BR
AB-20S/D
AB-21S/SL/D/BR/BRL
AB-22S/D/BR/BRL
AB-23S/BRU
AB-24S/SL/D/BR AB-25S/SL/BR/BRU
AB-26S/D
AB-27S/D/BR
AB-28S/D
AB-29S/SL/DAB-30S/D
AB-31S/D
AB-32S/D
AB-33S/D
AB-34S/D
AB-35S/D/BRAB-36S/D
AB-37S/D
AB-38S/D/BR AB-39S/D
BG-1S/DA
BG-2S/D/BRA2
BG-3S/D
CCR-1S/DA CCR-2S/D
CCR-3S/DA
CCR-4SA/DA CCR-5S/D
CCR-6S/D
CCR-7S/D
CCR-8S/D
CCR-9S/D
CCR-11S/DA
CCR-14S/D
CCR-16S/D
CCR-17S/D
CCR-18S/D
CCR-20S/DCCR-21S/D
CCR-22S/DA
CCR-23S/D
CCR-BG-1S/DA
GWA-1S/D/BR
GWA-2S/D
GWA-3S/D/BRA
GWA-4S/D/BR
GWA-5S/D/BRA
GWA-6S/DA/BRA
GWA-7S/DGWA-8S/D
GWA-9S/D/BR
GWA-14S/DA
GWA-15S/D
GWA-16S/D
GWA-17S/D
GWA-18S/D
GWA-19S/D
GWA-21S/DA/BR
GWA-22S/D
GWA-23S/D
GWA-26S/D
GWA-24SA/D/BR
PH ADJBLDG
SW-5
SW-D1
SW-1
SW-2
SW-3
SW-7
SW-4
SW-6
SW-U1
BG-4S/D/BR
CIF WELL
PH WELLHIGHLAND PLCADMAN CTJOHN DOUGLAS DRD A N AMICHELLE C T
S
H
A
D
Y
C
RE
E
K

C
T
B
O
A
T
C
L
U
B R
D
MICHAELDOMINICK DRWA RRE NDR
LAKEHILL CTBELL
POST RDBASIL DRTUCKER RDLA K E B R E E Z E L N
ELLINGTON RD MITCHELL STH IG H L A N D W A Y
2651REESEWILSONRD EXD2798THE HOTHOLE RDSUNDERLAND RDWATERVIEW DR
W O O D B E N D D R
T A N G L E W O O D C O V E
F A R M R D
H E A T H E R
G L E N L N
OLD SPRING RD
SHOREWOOD PLW I L D L I F E R D
L
A
K
E
MI
S
T

D
R
WIN
G P
OINT D
R
RIVER RUN
EGRET RIDGER
E
E
S
E WIL
S
O
N R
D
P L A N T A L L E N R D
ARMSTRONG RDLO W ER A RM STRO NG RDS POINT RDC A NA L R D
SOUTHPOI
NT RDNOT ES:1. GENERALIZED AREAL E XTENT OF MIGRATION REPRESENTED BY NCAC 02LEXCEEDANCES OF MULTIPLE CONSTITUENTS (BORON AND ARSENIC) IN MULTIPLEFLOW ZONES.
2. GENERALIZED AREAL E XTENT OF MIGRATION REPRESENTED BY NCAC 02LEXCEEDANCES OF MULTIPLE CONSTITUENTS (B ERYLLIUM, NICKEL, SULFATE, ANDTHALLIUM) IN MULTIPLE FLOW ZONES . A SEPARATE ASSESSMENT IS PLANNED FORTHE COAL PIL E AREA.
FOUR EXPOSURE AREAS HAVE BEEN DEVELOPED BY HDR TO EVALUATEECOLOGICAL EXPOSURE TO SURFACE WATER, SEDIMENT, SEDIMENT AND AREAS OFWETNESS (AOW ). THE EXPOSURE AREAS CONSIDER ECOLOGICAL HABITATS, NEARBYWATER BODIES, AND WET AREAS.
NATU RAL RESOURCES T ECHNICAL REPORT (NRTR) PREPARED BY AMEC FOSTERWHEELER, INC., MAY 29, 2015.
PROPERT Y BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AERIAL PHOTOGRAPHY OBTAINED FROM GOOGL E EARTH PRO ON OCTOBER 11, 2017.AERIAL WAS COL LECTED ON OCTOBER 8, 2016.
DRAW ING HAS BEEN S ET WIT H A PROJECT ION OF NORTH CAROLINA STATE PLANECOORDINATE SYSTEM FIPS 3200 (NAD83).FIGURE 12-1HUMAN HEALTH ANDECOLOGICAL EXPOSURE AREASALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/25/2018
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\Alle n \M ap_Do cs\CS A_Supp leme nt_2\Fig12-01 - Human Health and Ecological Exposure Areas.mxd
500 0 500 1,000250
GRAPHIC SCALE IN FEET
&<MONI TORING WELL
&<BACKG ROUND MON ITORING WELL
")WATER SAMPLE LOCATION
EXPOSUR E AREA 1
EXPOSUR E AREA 2
EXPOSUR E AREA 3
EXPOSUR E AREA 4
AREA OF C ONCENTRATION IN GROUNDWATERABOVE NC2L (SEE NOTE 1)
AREA OF C ONCENTRATION IN GROUNDWATERABOVE NC2L POTENTIALLY ATTRIBUTABLE TOTHE CO AL PI LE (SEE NOTE 2)
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLEN PLANTSITE BO UNDARY
<STREAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-1
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
ANTIMONY
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:0.9µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.7µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-2
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
ANTIMONY
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:0.9µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.7µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-3
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
ANTIMONY
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:0.9µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.7µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-4
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
ANTIMONY
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:0.9µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.7µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-5
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
ARSENIC
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:0.42µg/L)
Deep
(2L Std:10µg/L, PBTV:1.4µg/L)
Bedrock
(2L Std:10µg/L, PBTV:0.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-6
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
ARSENIC
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:0.42µg/L)
Deep
(2L Std:10µg/L, PBTV:1.4µg/L)
Bedrock
(2L Std:10µg/L, PBTV:0.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-7
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
ARSENIC
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:0.42µg/L)
Deep
(2L Std:10µg/L, PBTV:1.4µg/L)
Bedrock
(2L Std:10µg/L, PBTV:0.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-8
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
ARSENIC
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:0.42µg/L)
Deep
(2L Std:10µg/L, PBTV:1.4µg/L)
Bedrock
(2L Std:10µg/L, PBTV:0.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-9
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
BERYLLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:4µg/L, PBTV:0.127µg/L)
Deep
(IMAC Std:4µg/L, PBTV:0.2µg/L)
Bedrock
(IMAC Std:4µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-10
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
BERYLLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:4µg/L, PBTV:0.127µg/L)
Deep
(IMAC Std:4µg/L, PBTV:0.2µg/L)
Bedrock
(IMAC Std:4µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-11
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
BERYLLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:4µg/L, PBTV:0.127µg/L)
Deep
(IMAC Std:4µg/L, PBTV:0.2µg/L)
Bedrock
(IMAC Std:4µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-12
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
BERYLLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:4µg/L, PBTV:0.127µg/L)
Deep
(IMAC Std:4µg/L, PBTV:0.2µg/L)
Bedrock
(IMAC Std:4µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-13
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
BORON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:700µg/L, PBTV:50µg/L)
Deep
(2L Std:700µg/L, PBTV:50µg/L)
Bedrock
(2L Std:700µg/L, PBTV:50µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-14
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
BORON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:700µg/L, PBTV:50µg/L)
Deep
(2L Std:700µg/L, PBTV:50µg/L)
Bedrock
(2L Std:700µg/L, PBTV:50µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-15
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
BORON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:700µg/L, PBTV:50µg/L)
Deep
(2L Std:700µg/L, PBTV:50µg/L)
Bedrock
(2L Std:700µg/L, PBTV:50µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-16
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
BORON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:700µg/L, PBTV:50µg/L)
Deep
(2L Std:700µg/L, PBTV:50µg/L)
Bedrock
(2L Std:700µg/L, PBTV:50µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-17
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
CADMIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:2µg/L, PBTV:0.08µg/L)
Deep
(2L Std:2µg/L, PBTV:0.08µg/L)
Bedrock
(2L Std:2µg/L, PBTV:0.08µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-18
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
CADMIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:2µg/L, PBTV:0.08µg/L)
Deep
(2L Std:2µg/L, PBTV:0.08µg/L)
Bedrock
(2L Std:2µg/L, PBTV:0.08µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-19
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
CADMIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:2µg/L, PBTV:0.08µg/L)
Deep
(2L Std:2µg/L, PBTV:0.08µg/L)
Bedrock
(2L Std:2µg/L, PBTV:0.08µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-20
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
CADMIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:2µg/L, PBTV:0.08µg/L)
Deep
(2L Std:2µg/L, PBTV:0.08µg/L)
Bedrock
(2L Std:2µg/L, PBTV:0.08µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-21
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
CHROMIUM & CHROMIUM (VI)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:6.93µg/L, 7.7µg/L)
Deep
(2L Std:10µg/L, PBTV:6.8µg/L, 1.2µg/L)
Bedrock
(2L Std:10µg/L, PBTV:5.6µg/L, 0.23µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC 2L Standard (Cr)
Provisional Background
Threshold Value (Cr)
Chromium (VI)
Provisional Background
Threshold Value (Cr (VI))
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-22
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
CHROMIUM & CHROMIUM (VI)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:6.93µg/L, 7.7µg/L)
Deep
(2L Std:10µg/L, PBTV:6.8µg/L, 1.2µg/L)
Bedrock
(2L Std:10µg/L, PBTV:5.6µg/L, 0.23µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC 2L Standard (Cr)
Provisional Background
Threshold Value (Cr)
Chromium (VI)
Provisional Background
Threshold Value (Cr (VI))
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-23
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
CHROMIUM & CHROMIUM (VI)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:6.93µg/L, 7.7µg/L)
Deep
(2L Std:10µg/L, PBTV:6.8µg/L, 1.2µg/L)
Bedrock
(2L Std:10µg/L, PBTV:5.6µg/L, 0.23µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 + Provisional Background
Threshold Value (Cr (VI)) Chromium (VI)
Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC 2L Standard (Cr)
Provisional Background
Threshold Value (Cr)
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-24
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
CHROMIUM & CHROMIUM (VI)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:10µg/L, PBTV:6.93µg/L, 7.7µg/L)
Deep
(2L Std:10µg/L, PBTV:6.8µg/L, 1.2µg/L)
Bedrock
(2L Std:10µg/L, PBTV:5.6µg/L, 0.23µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 + Provisional Background
Threshold Value (Cr (VI)) Chromium (VI)
Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC 2L Standard (Cr)
Provisional Background
Threshold Value (Cr)
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: DECEMBER 2017
FIGURE 14-25
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
COBALT
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:4.3µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.27µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: DECEMBER 2017
FIGURE 14-26
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
COBALT
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:4.3µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.27µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: DECEMBER 2017
FIGURE 14-27
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
COBALT
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:4.3µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.27µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: DECEMBER 2017
FIGURE 14-28
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
COBALT
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:1µg/L, PBTV:4.3µg/L)
Deep
(IMAC Std:1µg/L, PBTV:0.5µg/L)
Bedrock
(IMAC Std:1µg/L, PBTV:0.27µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018

FIGURE 14-29
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
IRON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:300µg/L, PBTV:835µg/L)
Deep
(2L Std:300µg/L, PBTV:555µg/L)
Bedrock
(2L Std:300µg/L, PBTV:284µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018

FIGURE 14-30
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
IRON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:300µg/L, PBTV:835µg/L)
Deep
(2L Std:300µg/L, PBTV:555µg/L)
Bedrock
(2L Std:300µg/L, PBTV:284µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018

FIGURE 14-31
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
IRON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:300µg/L, PBTV:835µg/L)
Deep
(2L Std:300µg/L, PBTV:555µg/L)
Bedrock
(2L Std:300µg/L, PBTV:284µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018

FIGURE 14-32
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
IRON
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:300µg/L, PBTV:835µg/L)
Deep
(2L Std:300µg/L, PBTV:555µg/L)
Bedrock
(2L Std:300µg/L, PBTV:284µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-33
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
MANGANESE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:50µg/L, PBTV:578µg/L)
Deep
(2L Std:50µg/L, PBTV:60.4µg/L)
Bedrock
(2L Std:50µg/L, PBTV:39.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-34
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
MANGANESE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:50µg/L, PBTV:578µg/L)
Deep
(2L Std:50µg/L, PBTV:60.4µg/L)
Bedrock
(2L Std:50µg/L, PBTV:39.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-35
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
MANGANESE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:50µg/L, PBTV:578µg/L)
Deep
(2L Std:50µg/L, PBTV:60.4µg/L)
Bedrock
(2L Std:50µg/L, PBTV:39.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-36
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
MANGANESE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:50µg/L, PBTV:578µg/L)
Deep
(2L Std:50µg/L, PBTV:60.4µg/L)
Bedrock
(2L Std:50µg/L, PBTV:39.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-37
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
MOLYBDENUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:0.85µg/L)
Deep
(2L Std:NE, PBTV:30.2µg/L)
Bedrock
(2L Std:NE, PBTV:4.7µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-38
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
MOLYBDENUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:0.85µg/L)
Deep
(2L Std:NE, PBTV:30.2µg/L)
Bedrock
(2L Std:NE, PBTV:4.7µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-39
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
MOLYBDENUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:0.85µg/L)
Deep
(2L Std:NE, PBTV:30.2µg/L)
Bedrock
(2L Std:NE, PBTV:4.7µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-40
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
MOLYBDENUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:0.85µg/L)
Deep
(2L Std:NE, PBTV:30.2µg/L)
Bedrock
(2L Std:NE, PBTV:4.7µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-41
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
NICKEL
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:100µg/L, PBTV:4.02µg/L)
Deep
(2L Std:100µg/L, PBTV:8.1µg/L)
Bedrock
(2L Std:100µg/L, PBTV:3.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-42
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
NICKEL
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:100µg/L, PBTV:4.02µg/L)
Deep
(2L Std:100µg/L, PBTV:8.1µg/L)
Bedrock
(2L Std:100µg/L, PBTV:3.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-43
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
NICKEL
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:100µg/L, PBTV:4.02µg/L)
Deep
(2L Std:100µg/L, PBTV:8.1µg/L)
Bedrock
(2L Std:100µg/L, PBTV:3.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-44
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
NICKEL
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:100µg/L, PBTV:4.02µg/L)
Deep
(2L Std:100µg/L, PBTV:8.1µg/L)
Bedrock
(2L Std:100µg/L, PBTV:3.4µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-45
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
pH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:6.5-8.5 S.U., PBTV:5.2-7.5 S.U.)
Deep
(2L Std:6.5-8.5 S.U., PBTV:6.7-8.4 S.U.)
Bedrock
(2L Std:6.5-8.5 S.U., PBTV:7.5-7.8 S.U.)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-46
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
pH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:6.5-8.5S.U., PBTV:5.2-7.5S.U.)
Deep
(2L Std:6.5-8.5S.U., PBTV:6.7-8.4S.U.)
Bedrock
(2L Std:6.5-8.5S.U., PBTV:7.5-7.8S.U.)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-47
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
pH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:6.5-8.5S.U., PBTV:5.2-7.5S.U.)
Deep
(2L Std:6.5-8.5S.U., PBTV:6.7-8.4S.U.)
Bedrock
(2L Std:6.5-8.5S.U., PBTV:7.5-7.8S.U.)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-48
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
pH
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:6.5-8.5S.U., PBTV:5.2-7.5S.U.)
Deep
(2L Std:6.5-8.5S.U., PBTV:6.7-8.4S.U.)
Bedrock
(2L Std:6.5-8.5S.U., PBTV:7.5-7.8S.U.)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-49
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
RADIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:5pCi/L, PBTV:1.39pCi/L)
Deep
(MCL Std:5pCi/L, PBTV:0.613pCi/L)
Bedrock
(MCL Std:5pCi/L, PBTV:1.1pCi/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL 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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-50
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
RADIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:5pCi/L, PBTV:1.39pCi/L)
Deep
(MCL Std:5pCi/L, PBTV:0.613pCi/L)
Bedrock
(MCL Std:5pCi/L, PBTV:1.1pCi/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL 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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-51
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
RADIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:5pCi/L, PBTV:1.39pCi/L)
Deep
(MCL Std:5pCi/L, PBTV:0.613pCi/L)
Bedrock
(MCL Std:5pCi/L, PBTV:1.1pCi/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL Standard
Provisional
Background
Threshold Value
Information Not Available
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-52
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
RADIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:5pCi/L, PBTV:1.39pCi/L)
Deep
(MCL Std:5pCi/L, PBTV:0.613pCi/L)
Bedrock
(MCL Std:5pCi/L, PBTV:1.1pCi/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-53
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
SELENIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:20µg/L, PBTV:0.5µg/L)
Deep
(2L Std:20µg/L, PBTV:0.5µg/L)
Bedrock
(2L Std:20µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-54
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
SELENIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:20µg/L, PBTV:0.5µg/L)
Deep
(2L Std:20µg/L, PBTV:0.5µg/L)
Bedrock
(2L Std:20µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-55
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
SELENIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:20µg/L, PBTV:0.5µg/L)
Deep
(2L Std:20µg/L, PBTV:0.5µg/L)
Bedrock
(2L Std:20µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-56
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
SELENIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:20µg/L, PBTV:0.5µg/L)
Deep
(2L Std:20µg/L, PBTV:0.5µg/L)
Bedrock
(2L Std:20µg/L, PBTV:0.5µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-57
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
STRONTIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:286µg/L)
Deep
(2L Std:NE, PBTV:200µg/L)
Bedrock
(2L Std:NE, PBTV:106µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-58
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
STRONTIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:286µg/L)
Deep
(2L Std:NE, PBTV:200µg/L)
Bedrock
(2L Std:NE, PBTV:106µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-59
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
STRONTIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:286µg/L)
Deep
(2L Std:NE, PBTV:200µg/L)
Bedrock
(2L Std:NE, PBTV:106µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-60
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
STRONTIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:NE, PBTV:286µg/L)
Deep
(2L Std:NE, PBTV:200µg/L)
Bedrock
(2L Std:NE, PBTV:106µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C, SUTTELL

DATE: JANUARY 2018
FIGURE 14-61
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
SULFATE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:250mg/L, PBTV:3.64mg/L)
Deep
(2L Std:250mg/L, PBTV:16.2mg/L)
Bedrock
(2L Std:250mg/L, PBTV:2.9mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C, SUTTELL

DATE: JANUARY 2018
FIGURE 14-62
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
SULFATE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:250mg/L, PBTV:3.64mg/L)
Deep
(2L Std:250mg/L, PBTV:16.2mg/L)
Bedrock
(2L Std:250mg/L, PBTV:2.9mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C, SUTTELL

DATE: JANUARY 2018
FIGURE 14-63
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
SULFATE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:250mg/L, PBTV:3.64mg/L)
Deep
(2L Std:250mg/L, PBTV:16.2mg/L)
Bedrock
(2L Std:250mg/L, PBTV:2.9mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C, SUTTELL

DATE: JANUARY 2018
FIGURE 14-64
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
SULFATE
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:250mg/L, PBTV:3.64mg/L)
Deep
(2L Std:250mg/L, PBTV:16.2mg/L)
Bedrock
(2L Std:250mg/L, PBTV:2.9mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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.
•Data presented includes data with pH > 8.5 S.U. and Turbidity >
10 NTU
Source
Downgradient - Distance + Shallow
Deep
Bedrock
Ash Pore Water 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-65
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
THALLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Deep
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Bedrock
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-66
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
THALLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Deep
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Bedrock
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-67
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
THALLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Deep
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Bedrock
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-68
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
THALLIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Deep
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Bedrock
(IMAC Std:0.2µg/L, PBTV:0.1µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value AB-22BRL
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-69
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
TOTAL DISSOLVED SOLIDS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:500mg/L, PBTV:181mg/L)
Deep
(2L Std:500mg/L, PBTV:126mg/L)
Bedrock
(2L Std:500mg/L, PBTV:147mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-70
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
TOTAL DISSOLVED SOLIDS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:500mg/L, PBTV:181mg/L)
Deep
(2L Std:500mg/L, PBTV:126mg/L)
Bedrock
(2L Std:500mg/L, PBTV:147mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-71
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
TOTAL DISSOLVED SOLIDS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:500mg/L, PBTV:181mg/L)
Deep
(2L Std:500mg/L, PBTV:126mg/L)
Bedrock
(2L Std:500mg/L, PBTV:147mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-72
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
TOTAL DISSOLVED SOLIDS
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(2L Std:500mg/L, PBTV:181mg/L)
Deep
(2L Std:500mg/L, PBTV:126mg/L)
Bedrock
(2L Std:500mg/L, PBTV:147mg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
AB-22BRL
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-73
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
URANIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:0.03µg/mL, PBTV:0.002µg/mL)
Deep
(MCL Std:0.03µg/mL, PBTV:0.0005µg/mL)
Bedrock
(MCL Std:0.03µg/mL, PBTV:0.0004µg/mL)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL 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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-74
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
URANIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:0.03µg/mL, PBTV:0.002µg/mL)
Deep
(MCL Std:0.03µg/mL, PBTV:0.0005µg/mL)
Bedrock
(MCL Std:0.03µg/mL, PBTV:0.0004µg/mL)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL 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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-75
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
URANIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:0.03µg/mL, PBTV:0.002µg/mL)
Deep
(MCL Std:0.03µg/mL, PBTV:0.0005µg/mL)
Bedrock
(MCL Std:0.03µg/mL, PBTV:0.0004µg/mL)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL Standard
Provisional
Background
Threshold Value
Information Not Available
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-76
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
URANIUM (TOTAL)
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(MCL Std:0.03µg/mL, PBTV:0.002µg/mL)
Deep
(MCL Std:0.03µg/mL, PBTV:0.0005µg/mL)
Bedrock
(MCL Std:0.03µg/mL, PBTV:0.0004µg/mL)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 MCL Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-77
TIME VERSUS CONCENTRATION
COAL PILE/ASH STORAGE AREA TRANSECT
VANADIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.3µg/L, PBTV:5.3µg/L)
Deep
(IMAC Std:0.3µg/L, PBTV:9.6µg/L)
Bedrock
(IMAC Std:0.3µg/L, PBTV:10.8µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-78
TIME VERSUS CONCENTRATION
INACTIVE ASH BASIN TRANSECT
VANADIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.3µg/L, PBTV:5.3µg/L)
Deep
(IMAC Std:0.3µg/L, PBTV:9.6µg/L)
Bedrock
(IMAC Std:0.3µg/L, PBTV:10.8µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
www.synterracorp.com
PREPARED BY: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-79
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – NORTH TRANSECT
VANADIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.3µg/L, PBTV:5.3µg/L)
Deep
(IMAC Std:0.3µg/L, PBTV:9.6µg/L)
Bedrock
(IMAC Std:0.3µg/L, PBTV:10.8µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
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: L. DRAGO
CHECKED BY: C. SUTTELL
PROJECT MANAGER: C. SUTTELL

DATE: JANUARY 2018
FIGURE 14-80
TIME VERSUS CONCENTRATION
ACTIVE ASH BASIN – SOUTH TRANSECT
VANADIUM
ALLEN STEAM STATION
DUKE ENERGY CAROLINAS, LLC
BELMONT, NORTH CAROLINA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\Final\Figures\Figure 14-1 to 14-80 Time Series
Shallow
(IMAC Std:0.3µg/L, PBTV:5.3µg/L)
Deep
(IMAC Std:0.3µg/L, PBTV:9.6µg/L)
Bedrock
(IMAC Std:0.3µg/L, PBTV:10.8µg/L)
Notes:
•Concentration scale may vary due to well specific concentration.
Scales are equal where possible for ease of interpretation.
•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 15 NCAC
2L Standard
Provisional
Background
Threshold Value
Information Not Available
Information Not Available
AB-22BRL
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1RND
AB-20.29 j
AB-2DND
AB-4BR0.2 j
AB-4DND
AB-4SND
AB-5ND
AB-6AND
AB-6R0.12 j
AB-9DND
AB-9SND
AB-10DNDAB-10S0.1 j
AB-11DND
AB-12DND
AB-12SND
AB-13DND
AB-13SND
AB-14BR0.27 j
AB-21S0.43 j
AB-21SL1.3 AB-22BR0.15 j
AB-22D0.26 j
AB-24BRND
AB-24S0.93
AB-25SL0.7 AB-26S0.27 j
AB-27BR0.19 jAB-28S0.37 j
AB-30DND AB-30S0.55
AB-31SND
AB-32D0.22 j
AB-32SND
AB-33D1.6
AB-33SND
AB-34DND
AB-34SND
AB-35BR0.34 j
AB-35S0.27 j
AB-36DND
AB-37D0.17 j AB-37SND
AB-38BR0.12 j
AB-38DND
AB-38S0.2 j AB-39SND
BG-1S0.12 j
BG-2DNDBG-2S0.48 j
BG-3DND
BG-3S0.43 j
BG-4BRND
BG-4S0.16 j
GWA-1BRNDGWA-1DND
GWA-1SND
GWA-2DND GWA-2SND
GWA-3D0.24 j
GWA-3SND
GWA-4DND
GWA-4SND
GWA-5SND
GWA-6BRND
GWA-6DA0.89
GWA-6SND
GWA-7D0.24 j
GWA-7SND
GWA-8DND
GWA-8S0.14 j
GWA-9BR0.76 GWA-9D0.13 j
GWA-9SND
GWA-14SND
GWA-15DND
GWA-15SND
GWA-16DND
GWA-16SND
GWA-17D0.13 j
GWA-18DND
GWA-19S0.38 j
GWA-21SND
GWA-22S0.14 j
GWA-23S0.4 j
GWA-24DND
GWA-26S0.17 j
ANSW -15ND
S-1ND
S-2ND
S-3ND
S-4ND
S-6ND
S-8ND
S-8BND
S-10ND
SW -10.3 j
SW -20.33 j
SW -30.31 j
SW -40.3 j
SW -5ND
SW -60.34 j
S-9ND
AB-8NS
AB-25S7.6
AB-27D0.29 j
AB-27SND
ANWW-40.41 j
SW -70.33 j
AB-14DND
AB-20S0.74 AB-22S0.33 j
AB-29DND AB-29SND
AB-36SND
AB-39DND
GWA-5D0.11 j
GWA-17S0.11 j
GWA-18SND
GWA-22D0.14 j
GWA-26D0.16 j
AB-20DND
AB-21BRL0.14 j
AB-23S0.28 j
AB-24SL0.5 j
AB-26D0.59
BG-1DA0.15 j
BG-2BRA-20.27 j
BG-4D0.17 j
GWA-4BRND
GWA-5BRA0.2 j
GWA-14DA0.96
GWA-21BR0.43 j
GWA-21DA0.24 j
GWA-24BR0.32 j
ANIN0010.24 j
ANSP005ND
ANTD001ND
ANWW-10.4 j
ANWW-30.23 j
S-5ND
S-7ND
ANWW-20.27 jPH ADJBLDG NS
AB-1NS
SW -D10.33 j
SW -U10.42 j
FIGURE 14-81GROUNDWATER CONCENTRATIONTREND ANALYSIS -ANTIMONY IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:ANTIMONY CONCENTRATION IS MEASURED IN μg/L AND THE IMACSTANDARD IS 1 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R0.11
AB-20.079 j,B
AB-2D0.12 B
AB-4BR0.24
AB-4D0.074 j
AB-4S0.23
AB-50.081 j
AB-6A0.13
AB-6R0.12
AB-8ND AB-9D0.075 j
AB-9S0.095 j
AB-10D0.12AB-10S0.094 j
AB-11D0.061 j
AB-12D0.12
AB-12SND
AB-13D0.11
AB-13S0.052 j
AB-14BR1.4
AB-21S634AB-21SL589 AB-22BR0.36 B
AB-22D0.24 B
AB-24BR0.26
AB-24S85.2
AB-25SL807 AB-26S0.15 B
AB-27BR0.3AB-28S31.3
AB-30D0.21 AB-30S288
AB-31S0.077 j
AB-32D0.26
AB-32S0.76
AB-33D0.3
AB-33S0.12
AB-34D0.19
AB-34S0.45
AB-35BR0.59
AB-35S70.3
AB-36D0.32
AB-37D0.27 AB-37S0.42
AB-38BR0.28
AB-38D0.22 B
AB-38S303 AB-39S2.6
BG-1S0.1
BG-2D0.24BG-2S0.52
BG-3D0.14
BG-3S0.13
BG-4BR0.31
BG-4S0.22
GWA-1BR0.46GWA-1D0.29
GWA-1S0.1
GWA-2D0.087 j GWA-2S0.085 j
GWA-3D0.31
GWA-3S0.11
GWA-4D0.084 j
GWA-4S0.21
GWA-5S0.23
GWA-6BRND
GWA-6DA1.1
GWA-6S137 D3
GWA-7D0.33 B
GWA-7S1.7
GWA-8D0.18
GWA-8S0.13
GWA-9BR0.44 B
GWA-9D0.2 B
GWA-9S0.88
GWA-14SND
GWA-15D0.14
GWA-15S0.18
GWA-16D0.16
GWA-16S0.43
GWA-17D1.6
GWA-18D0.5
GWA-19S0.31 B
GWA-21SND
GWA-22S0.36
GWA-23S0.11
GWA-24D0.24
GWA-26S0.27
ANSW -155
ANWW-40.55
S-20.12
S-3ND
S-4ND
S-8ND
S-8BND
S-10ND
SW -15.1
SW -25.4
SW -30.8
SW -40.91
SW -50.75
SW -60.52
S-9ND
AB-25S155
AB-27D9.7
AB-27S248
S-10.98
SW -70.64
AB-14D0.096 j,B
AB-20S50.5 AB-22S0.18 B
AB-29D0.19 AB-29S80
AB-36S18.9
AB-39D0.19
GWA-5D0.42
GWA-17S0.22
GWA-18S0.55
GWA-22D0.2
GWA-26D0.66
S-6ND
AB-20D0.73
AB-21BRL1.8
AB-23S1030
AB-24SL583
AB-26D0.28
BG-1DA0.27
BG-2BRA-20.6
BG-4D0.98
GWA-4BR0.36
GWA-5BRA1.8
GWA-14DA0.63 j+
GWA-21BR1.6
GWA-21DA0.2
GWA-24BR0.66
PH ADJBLDG ND
ANIN0010.5 j
ANSP005ND
ANTD001ND
ANWW-10.59
ANWW-30.63
S-50.066 j
S-70.063 j
ANWW-23.7
AB-1NS
SW -D10.81
SW -U10.53
FIGURE 14-82GROUNDWATER CONCENTRATIONTREND ANALYSIS -ARSENIC IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:ARS ENIC CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 10 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
!(
!(
!(
!(
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R0.012 j
AB-20.12
AB-2D0.019 j
AB-4BR0.018 j
AB-4D0.032 j
AB-4S0.051 j
AB-50.063 j
AB-6A0.017 j
AB-6R0.011 j
AB-9DND
AB-9SND
AB-10DNDAB-10S0.026 j
AB-11DND
AB-12D0.01 j
AB-12SND
AB-13D0.022 j
AB-13S0.071 j
AB-14BRND
AB-14D0.16
AB-20S0.026 j
AB-21S0.041 j
AB-21SL0.051 j
AB-22D0.014 j
AB-22S0.083 j
AB-24BRND
AB-24S0.019 j,B AB-25S0.017 j
AB-25SL0.016 j AB-26S0.031 j
AB-27BR0.014 j
AB-27D0.03 j
AB-27SND
AB-28S0.054 j,B
AB-29DNDAB-30DND AB-30S0.022 j,B
AB-31S0.027 j
AB-32DND
AB-32SND
AB-33DND
AB-33S0.054 j
AB-34DND
AB-34SND
AB-35BRND
AB-35S0.027 j
AB-36D0.026 j
AB-36S0.062 j
AB-37D0.011 j AB-37SND
AB-38BRND
AB-38D0.012 j
AB-38S0.032 j AB-39D0.14AB-39S0.01 j
BG-1S0.026 j
BG-2D0.011 jBG-2S0.026 j
BG-3DND
BG-3SND
BG-4BR0.016 jBG-4S0.016 j
GWA-1BR0.029 j
GWA-1D0.026 j
GWA-1S0.09 j
GWA-2DND GWA-2S0.088 j
GWA-3DND
GWA-3S0.02 j
GWA-4DND
GWA-4S0.04 j
GWA-5DND
GWA-5S0.059 j
GWA-6BR0.1 j
GWA-6DA0.013 j
GWA-6S38.6 D3
GWA-7D0.038 j
GWA-7S1.1
GWA-8DND
GWA-8S0.073 j
GWA-9BRND
GWA-9D0.016 j
GWA-9S0.11
GWA-14S0.17
GWA-15DND
GWA-15SND
GWA-16DND
GWA-16S0.014 j
GWA-17D0.038 jGWA-17S0.018 j
GWA-18DND
GWA-18SND
GWA-19S0.05 j
GWA-21S0.15
GWA-22DND
GWA-23S0.05 j
GWA-24DND
GWA-26DND GWA-26S0.015 j
ANSW -150.011 j
ANWW-40.024 j
S-10.094 j
S-20.056 j
SW -20.055 j
SW -30.022 j
SW -40.94
SW -6ND
SW -70.017 j,B
S-9ND
S-3NS
S-4NS
S-8NS
S-8BNS
S-10NS
AB-22BR0.012 j
GWA-22S0.092 j
SW -51.8
AB-29S0.031 j,B
SW -10.026 j
AB-20DND AB-21BRL0.01 j
AB-23SND
AB-24SLND
AB-26DND
BG-1DA0.014 j
BG-2BRA-20.023 j
BG-4D0.018 j
GWA-4BR0.037 j
GWA-5BRA0.033 j
GWA-14DA0.019 j
GWA-21BR0.012 j
GWA-21DA0.013 j
GWA-24BRND
ANIN001ND
ANSP005ND
ANTD001ND
ANWW-10.037 j
ANWW-3ND
S-5ND
S-7ND
ANWW-2ND
S-6NS
AB-8NS
PH ADJBLDG NS
AB-1NS
SW -D10.013 j,B
SW -U1<0.1
FIGURE 14-83GROUNDWATER CONCENTRATIONTREND ANALYSIS -BERYLLIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:BERYLLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMACSTANDARD IS 4 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1RND
AB-2ND
AB-2DND
AB-4BRND
AB-4DND
AB-4S38.9 j
AB-5ND
AB-6AND
AB-6RND
AB-8496 AB-9D538
AB-9S701
AB-10DNDAB-10S29.1 j
AB-11DND
AB-12DND
AB-12SND
AB-13D26.9 j
AB-13S26.6 j
AB-14BRND
AB-14D163
AB-21S3280 M1
AB-21SL6950
AB-22D1540
AB-22SND
AB-24BRND
AB-24S294
AB-25SL1280
AB-27S516
AB-28S869
AB-29D322AB-30DND AB-30S881
AB-31S1930
AB-32D455
AB-32SND
AB-33D190
AB-33S778
AB-34DND
AB-34S305
AB-35BRND
AB-35S926
AB-36DNDAB-36S87.8
AB-37DND AB-37SND
AB-38BRND
AB-38DND
AB-39D84.6AB-39S135
BG-1SND
BG-2DNDBG-2SND
BG-3DND
BG-3SND
BG-4BRND
BG-4SND
GWA-1BRND
GWA-1D37.6 j
GWA-1SND
GWA-2DND GWA-2SND
GWA-3S363
GWA-4D664
GWA-4S2180
GWA-5D606
GWA-5SND
GWA-6BRNDGWA-6SND
GWA-7DND
GWA-7SND
GWA-8DND
GWA-8SND
GWA-9BRND
GWA-9DND
GWA-9S32.5 j
GWA-14SND
GWA-15DND
GWA-15S28.4 j
GWA-16DND
GWA-16SND
GWA-17DNDGWA-17SND
GWA-18DND
GWA-18SND
GWA-19SND
GWA-21SND
GWA-22DND
GWA-22SND
GWA-23SND
GWA-24DND
GWA-26DND GWA-26SND
ANWW-457.4
S-1ND
S-61150
SW -355.6
SW -4107
SW -660.3
AB-26S1100
AB-27BR130
AB-38S179
S-2818
S-3841
S-4923
S-8423
S-8B1330
S-10887 SW -7120
AB-20S2430
AB-22BR1550
AB-25S1390
AB-27D387
AB-29S614
GWA-3D94.2
GWA-6DA36.7 j
ANSW -15500
SW -1921
SW -21030SW-51140
S-91160
AB-20DND
AB-21BRL26.4 j
AB-23S560
AB-24SL606
AB-26D276
BG-1DAND
BG-2BRA-2ND
BG-4DND
GWA-4BR388
GWA-5BRA923
GWA-14DAND
GWA-21BRND
GWA-21DAND
GWA-24BRND
PH ADJBLDG ND
ANIN00155
ANSP005370
ANTD0011200
ANWW-155.5
ANWW-359
S-51000
S-7780
ANWW-21900
AB-1NS
SW -D1383
SW -U160.5
FIGURE 14-84GROUNDWATER CONCENTRATIONTREND ANALYSIS -BORON IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:BORON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 700 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1RND
AB-2ND
AB-2DND
AB-4DND
AB-4SND
AB-5ND
AB-6AND
AB-6RND
AB-8ND AB-9DND
AB-9SND
AB-10DNDAB-10SND
AB-11DND
AB-12DND
AB-12SND
AB-13DND
AB-13SND
AB-14BR0.12
AB-14DND
AB-20SND
AB-21SND AB-22BRND
AB-22DNDAB-22SND
AB-24BRND
AB-24SND AB-25SND
AB-25SLND AB-26SND
AB-27BRND
AB-27DND
AB-27SND
AB-28SND
AB-29DNDAB-30DND AB-30SND
AB-32DND
AB-32SND
AB-33DND
AB-33S0.05 j
AB-34DND
AB-34SND
AB-35BRND
AB-35SND
AB-36DNDAB-36SND
AB-37DND AB-37SND
AB-38BRND
AB-38DND
AB-38SND AB-39D0.087AB-39SND
BG-1SND
BG-2DNDBG-2SND
BG-3DND
BG-3SND
BG-4BRND
BG-4SND
GWA-1BRNDGWA-1DND
GWA-1SND
GWA-2DND GWA-2SND
GWA-3DND
GWA-3SND
GWA-4DND
GWA-4S0.075 j
GWA-5DND
GWA-5S0.18
GWA-6BRND
GWA-6DAND
GWA-7D0.28
GWA-7S0.25
GWA-8DND
GWA-8S0.091
GWA-9BR0.14
GWA-9DND
GWA-9S0.052 j
GWA-14SND
GWA-15DND
GWA-15SND
GWA-16DND
GWA-16SND
GWA-17DNDGWA-17SND
GWA-18DND
GWA-18SND
GWA-19S0.055 j
GWA-21SND
GWA-22D0.067 j
GWA-22S0.17
GWA-23SND
GWA-24DND
GWA-26DND GWA-26SND
ANSW -15ND
ANTD001ND
ANWW-1ND
ANWW-3ND
ANWW-4ND
S-1ND
S-2ND
S-3ND
S-4ND
S-6ND
S-8ND
S-8BND
S-10ND
SW -1ND
SW -3ND
SW -50.19
SW -6ND
SW -7ND
S-9ND
AB-4BR0.53
SW-40.55
AB-21SL0.22
AB-29SND
AB-31S0.11
GWA-6S9.3 D3
SW -20.058 j
AB-20DND
AB-21BRLND
AB-23SND
AB-24SLND
AB-26DND
BG-1DAND
BG-2BRA-2ND
BG-4DND
GWA-4BRND
GWA-5BRAND
GWA-14DAND
GWA-21BRND
GWA-21DAND
GWA-24BRND
PH ADJBLDG ND
ANIN001ND
ANSP005ND
S-50.13
S-7ND
ANWW-20.067 j
AB-1NS
SW -D1<0.08
SW -U1<0.08
FIGURE 14-85GROUNDWATER CONCENTRATIONTREND ANALYSIS -CADMIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:CAD MIU M CONCENTRATION IS MEASURED IN μg/L AND THE NCAC02L STANDARD IS 2 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
!(
!(
!(
!(
!(
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R4
AB-20.2
AB-2D2.3
AB-4BR0.65
AB-51.5
AB-6R12.3
AB-9D0.21
AB-9S0.052 j,D3
AB-10D2.4
AB-10S0.49
AB-12D0.45
AB-13D1.1
AB-13S0.62
AB-20S0.031
AB-21S0.41
AB-21SL0.041 j,D3
AB-22BR0.054
AB-22D0.085AB-22SND
AB-24BRND
AB-24SND AB-25SND
AB-25SLND
AB-27BR0.015 j
AB-27D0.29
AB-27S0.53
AB-28SND
AB-29D0.56AB-30D0.35 AB-30SND
AB-31S0.26
AB-32S1.1
AB-33SND
AB-34D0.41
AB-34SND
AB-35SND
AB-36D0.081AB-36S0.032
AB-37D0.15 AB-37S0.36
AB-38BR0.012 j
AB-38D0.029
AB-38S0.057 j,D3 AB-39D0.062AB-39SND
BG-1S0.16
BG-2D1BG-2S1.3
BG-3D0.27
BG-3S0.28
BG-4BR0.18
BG-4S0.22
GWA-1BR2.6GWA-1S0.74
GWA-2D1.5 GWA-2SND
GWA-3D0.29
GWA-3SND
GWA-4DND
GWA-4S0.016 j
GWA-5D0.038
GWA-5S0.029
GWA-6DA0.064 j,D*
GWA-6S3.1
GWA-7D6.2
GWA-7S7
GWA-8D0.46
GWA-8S4.2
GWA-9D0.84
GWA-9S0.021 j
GWA-14S2.8
GWA-15D1.5
GWA-15S0.39
GWA-16D0.46
GWA-16S0.063
GWA-17S3.6
GWA-18D1.2
GWA-18S0.17
GWA-19S0.42
GWA-21S1.9
GWA-22D0.45
GWA-22S0.05
GWA-23S0.33 M1
GWA-26D0.063 GWA-26S0.62
S-20.031
SW -10.016 j
SW -4ND
SW -5ND
SW -60.029
S-90.017 j
S-3NS
S-4NS
S-8NSS-8BNS
S-10NS
AB-14BR0.072 M1
AB-14D2
AB-32D0.55
GWA-9BR0.23
GWA-17D1.4
GWA-24D1.3
SW -20.037
SW -70.055
AB-6A12.7
AB-29SND
AB-35BR0.97
GWA-1D6.8
S-10.3
SW -30.053
AB-4D5.4
AB-4S0.053 j,D*
AB-11D2.2 M6
AB-20D0.94 AB-21BRL0.0089 j
AB-24SLND
AB-26D0.73
AB-26S0.29
AB-33D0.015 j
BG-1DA0.54
BG-2BRA-20.66
BG-4D0.28
GWA-4BR0.0094 j
GWA-5BRA0.036
GWA-6BR0.13 j+
GWA-14DA3.2
GWA-21BR0.092
GWA-21DA0.78
GWA-24BR0.12
ANIN0010.018 j
ANSP0050.033
ANSW -15ND
ANTD001ND
ANWW-10.061
ANWW-40.068
S-50.041
S-7ND
ANWW-20.137 j-
ANWW-3NS
S-6NS
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -D10.028
SW -U10.03
FIGURE 14-86GROUNDWATER CONCENTRATIONTREND ANALYSIS -CHROMIUM (VI) IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:CH ROMIUM (VI) CONCENTRATION IS MEASURED IN μg/L AND THENCAC 02L STANDARD IS NOT ESTABLISHED. THE NCAC 02LSTANDARD FOR TOTAL CHROMIUM IS 10 μg/L
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R4.6
AB-20.95 B
AB-2D3.6
AB-4BR1.2
AB-4D5.9
AB-4S0.52
AB-58.3
AB-6R10.7
AB-81.3 AB-9D0.66
AB-9S0.43 j
AB-10D3.3
AB-10S1
AB-11D2.7
AB-12D0.76
AB-12SND
AB-13D2
AB-13S0.56
AB-14BR0.36 j,B
AB-20S0.53
AB-21S0.17 j,B
AB-21SL0.24 j,B
AB-22BR3.2
AB-22D3.2AB-22S1.7
AB-24BR0.21 j
AB-24S0.21 j,B AB-25S3.8
AB-25SL0.27 j AB-26S2.4
AB-27S0.44 j
AB-28S0.61 B
AB-29D0.85 B AB-29S0.32 j,BAB-30D0.74 B AB-30S0.19 j,B
AB-31S1.6
AB-32D4.6
AB-32S0.48 j
AB-33D2.2
AB-33S0.34 j
AB-34D0.95
AB-34S0.49 j
AB-35BR1.8
AB-35S0.57
AB-36D0.43 j
AB-36S0.43 jAB-37D0.86 AB-37S0.64
AB-38D0.32 j,B
AB-38S0.4 j,B AB-39D0.4 jAB-39S0.37 j
BG-1S0.37 j
BG-2D2.1BG-2S9.2
BG-3D0.56
BG-3S3.1
BG-4BR2
BG-4S0.74
GWA-1BR2.9GWA-1D7
GWA-1S2.2
GWA-2D1.7 GWA-2SND
GWA-3D0.78
GWA-3S0.22 j
GWA-4D0.19 j
GWA-4S0.66
GWA-5D0.68
GWA-5S1.4
GWA-6BRND
GWA-6DA2.4
GWA-6S6.6 D3
GWA-7D15
GWA-7S7.5
GWA-8D5.8
GWA-8S8.6
GWA-9BR0.97 B
GWA-9D1.5
GWA-9S0.7 B
GWA-14S4.8
GWA-15D1.6
GWA-15S0.51
GWA-16D1.1
GWA-16S0.99
GWA-17D3.5
GWA-18D1.5
GWA-18S0.39 j
GWA-19S1.9
GWA-21S3
GWA-22D26.9
GWA-22S0.46 j,B
GWA-23S1.3
GWA-26D0.57 GWA-26S2.8
S-12.8
S-3ND
S-4ND
S-8BND
S-10ND
SW -1ND
SW -20.28 j
SW -30.28 j,B
SW -60.19 j
SW -70.3 j
S-9ND
AB-14D3.3
GWA-17S4.5
GWA-24D2.3
ANSW -150.38 j
ANWW-40.47 j
AB-6A12.6
AB-27BR0.64
AB-27D0.73
AB-38BR0.32 j,B
S-20.31 j,B
S-6ND
S-8ND
SW -40.95
SW -50.23 j,B
AB-20D1.1 AB-21BRL0.33 j,B
AB-23S0.19 j
AB-24SL0.24 j
AB-26D2.5
BG-1DA6.8
BG-2BRA-28.9
BG-4D2.3
GWA-4BR9
GWA-5BRA2.3
GWA-14DA7.5
GWA-21BR0.73
GWA-21DA3.7
GWA-24BR2.2
PH ADJBLDG 1.2
ANIN0010.23 j
ANSP005ND
ANTD001ND
ANWW-10.56 B
ANWW-30.5
S-50.2 j
S-70.15 j
ANWW-20.37 j
AB-1NS
SW -D10.29 j
SW -U10.33 j
FIGURE 14-87GROUNDWATER CONCENTRATIONTREND ANALYSIS -CHROMIUM (TOTAL) IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:CH ROMIUM (TOTAL) CONCENTRATION IS MEASURED IN μg/L ANDTHE NC AC 02L STANDARD IS 10 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
!(
!(
!(
!(
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R0.12
AB-21.8
AB-2D0.041 j
AB-4BR1.7
AB-4D0.063 j
AB-4S0.92
AB-50.32
AB-6R0.096 j
AB-9D0.024 j
AB-9S7
AB-10S2
AB-11D0.043 j
AB-12D0.14
AB-12SND
AB-13D0.16
AB-13S0.85
AB-14BR0.012 j
AB-20S3.3
AB-21S0.8
AB-22D0.55
AB-22S32.3
AB-24BR0.072 j,B
AB-24S0.96 AB-25S2.5
AB-25SL0.079 j
AB-27BR0.5
AB-27D0.75
AB-29D0.45AB-30S2.4
AB-31S0.18
AB-32D0.17
AB-32S19.7
AB-33D0.27
AB-33S14.2
AB-34D0.089 j,B
AB-34S2
AB-35BR0.024 j
AB-35S0.16 B
AB-36D0.1AB-36S1.5
AB-37D0.24 AB-37S0.5
AB-38D0.79
AB-39S2.7
BG-1S0.056 j
BG-2D0.11BG-2S0.43
BG-3D0.055 j,B
BG-3S0.12 B
BG-4BR0.072 j
GWA-1BR0.071 j
GWA-1D0.052 j
GWA-1S3
GWA-2S5.9
GWA-3D0.11
GWA-3S11.7
GWA-4D0.053 j,B
GWA-4S5.7
GWA-5D0.1 B
GWA-5S20
GWA-6BR0.88 j
GWA-6DA0.39
GWA-6S3640 D3,M6
GWA-7D0.12
GWA-7S74.6
GWA-8D0.4
GWA-8S0.62
GWA-9BR0.069 j
GWA-9D0.23
GWA-9S9.1
GWA-14S3.5
GWA-15D0.034 j,B
GWA-15S0.12 B
GWA-16D0.079 j
GWA-16S0.87
GWA-17D0.38GWA-17S0.17
GWA-18D0.23
GWA-19S0.2
GWA-22D0.9
GWA-22S17.5
GWA-23S0.56
GWA-24D0.23
GWA-26S0.26
S-13.5
S-20.37
SW -60.086 j
SW -70.17
S-8BNS
S-10NS
AB-6A0.091 j
AB-21SL1.1
AB-29S25
GWA-26D0.31
ANWW-40.44
SW -11.3
SW -30.065 j,B SW -425.2
SW -586.6
S-90.95 j
AB-10D0.069 j
AB-14D1.7
AB-22BR0.18
AB-26S1.2
AB-27S5.7
AB-28S9.7
AB-30D0.18
AB-38BR0.18 AB-38S2.5 AB-39D0.16 B
BG-4S0.25
GWA-2D0.09 j
GWA-18S0.2
GWA-21S1.6
ANSW -150.46
SW -21.4
S-3NS
S-4NS
S-8NS
AB-20D0.022 j
AB-21BRL0.11
AB-23S0.29 j
AB-24SL0.048 j,B
AB-26D0.34
BG-1DA0.16
BG-2BRA-20.15
BG-4D0.43
GWA-4BR0.14
GWA-5BRA0.16
GWA-14DA0.25
GWA-21BR0.3
GWA-21DA0.11 B
GWA-24BR0.2
ANIN001ND
ANSP0051.4
ANTD0010.74 j
ANWW-10.21
ANWW-30.16 j
S-535.4
S-77.6
ANWW-20.63
S-6NS
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -D10.2
SW -U10.12
FIGURE 14-88GROUNDWATER CONCENTRATIONTREND ANALYSIS -COBALT IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:COBALT CONCENTRATION IS MEASURED IN μg/L AND THE IMACSTANDARD IS 1 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R29.8 j
AB-2178
AB-2D27.1 j
AB-4BRND
AB-4D30.2 j
AB-4S584
AB-5764
AB-6AND
AB-6R140
AB-833.9 AB-9DND
AB-9S5550
AB-10S406
AB-11DND
AB-12D305
AB-12S39
AB-13D375
AB-13S27.5 j
AB-14BRND
AB-14D282
AB-22BR454
AB-22D642AB-22S2700
AB-24BR143
AB-24S2100
AB-25SL78.6 AB-26S595
AB-27BR180AB-28S6180
AB-30S4910
AB-32D149
AB-32S32700
AB-33D446
AB-34D164
AB-34S108000
AB-35BR31.5 j
AB-35S49100
AB-36D97.4
AB-37D336 AB-37S686
AB-38BR41.4 j
AB-38D262
AB-38S26300 AB-39D29.7 jAB-39S55100
BG-1S168
BG-2D94.7BG-2S227
BG-3D59.7
BG-3S207
GWA-1BRNDGWA-1DND
GWA-1S95.5
GWA-2D111 GWA-2S120
GWA-3S9230
GWA-4DND
GWA-4S455
GWA-5D126
GWA-5S1110
GWA-6DA721
GWA-6SND
GWA-7DND
GWA-7S152
GWA-8D233
GWA-8S923
GWA-9BR69.2
GWA-9D463
GWA-9S1130
GWA-14S61.5
GWA-15DND
GWA-15S40.9 j
GWA-16D102
GWA-16S672
GWA-17D206GWA-17S356
GWA-18D40.8 j
GWA-19S210
GWA-21S34.9 j
GWA-23S108
GWA-24D318
GWA-26D88 GWA-26S468
SW -7333
AB-21S11500AB-21SL1110
AB-25S416
AB-27D1030
AB-27S13100
AB-29S13500
AB-31S606
AB-33S41100
ANWW-4515
S-19700
S-819
SW -1126
SW -350.4 SW-44620
SW -58080
S-991.7
AB-10D39.4 j
AB-20S2340
AB-29DNDAB-30DND
AB-36S1490
BG-4BR74.8
BG-4S229
GWA-3D195
GWA-6BR60 j+GWA-18S101
GWA-22D235
GWA-22S315
ANSW -15150
S-2137
S-3221
S-4147
S-6188
S-8B178
S-1027
SW -2121
SW -6178
AB-20DND
AB-21BRL104
AB-23S80.8
AB-24SL126
AB-26D405
BG-1DA151
BG-2BRA-2148
BG-4D171
GWA-4BR164
GWA-5BRA363
GWA-14DA306
GWA-21BR192
GWA-21DA92.9
GWA-24BR436
PH ADJBLDG ND
ANIN001150
ANSP005160
ANTD00179
ANWW-1441
ANWW-3270
S-5ND
S-7110
ANWW-259
AB-1NS
SW -D1256
SW -U1202
FIGURE 14-89GROUNDWATER CONCENTRATIONTREND ANALYSIS -IRON IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:IRON CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 300 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-2DND
AB-4BR459 AB-4S152
AB-520
AB-6A11.2
AB-6R27.7
AB-8ND
AB-9S9180
AB-11DND
AB-12D8.3
AB-12S32
AB-13D9.9
AB-13S17.5
AB-14BRND
AB-21S1190AB-21SL218 AB-22BR123
AB-24BR163
AB-24S527
AB-25SL39.1
AB-27D126
AB-27S2920
AB-30S1160
AB-31S41.1
AB-32D16.6
AB-32S5420
AB-33S7640
AB-34D5.3
AB-34S7120
AB-35BR2.6 j
AB-35S8290
AB-37D8.7 AB-37S52.1
AB-38BR106
AB-38D70.8
AB-38S1710 AB-39D25.2AB-39S4960
BG-1S7.1
BG-2D5.4BG-2S8.3
BG-3D3.4 j
BG-3S32.6
GWA-1BR6.6GWA-1D10
GWA-2D10.8 GWA-2S160
GWA-4D14.7
GWA-4S488
GWA-5D53.1
GWA-5S4310
GWA-7D6.7
GWA-7S333
GWA-8S21.9
GWA-9BR20.4
GWA-9D26.5
GWA-9S719
GWA-14S30.7
GWA-15D4.7 j
GWA-15S122
GWA-16D6.6
GWA-16S608
GWA-17D81
GWA-18D18.3
GWA-19S23.1
GWA-21S157
GWA-23S27.6
GWA-24D17.9
GWA-26D176 GWA-26S22
ANSW -15160
S-62600
SW -761.5
AB-10S770AB-22S1160
AB-27BR324
GWA-3D19.1
GWA-6DA433
ANWW-4164
S-11150
S-103120
SW-4522
SW -511400
S-9442
AB-1R2.8 j
AB-251
AB-4D2.8 j
AB-9D4.8 j
AB-10D3.2 j
AB-14D13.6
AB-20S209
AB-22D153
AB-25S214 AB-26S219
AB-28S2390
AB-29D7.2 AB-29S5390AB-30D4.3 j
AB-33D59.9
AB-36D4.2 j
AB-36S752
BG-4BR5.5
BG-4S38
GWA-1S15.8
GWA-3S2160
GWA-6BR129GWA-6S166000
GWA-8D7.3
GWA-17S8.9
GWA-18S60.6
GWA-22D35.5
GWA-22S625
S-265.1
S-3137
S-4104
S-8ND
SW -169.9
SW -291.2
SW -39.9
SW -631.4
AB-20D3.2 j
AB-21BRL74.1
AB-23S200
AB-24SL53.1
AB-26D114
BG-1DA5.7
BG-2BRA-228.8
BG-4D154
GWA-4BR68
GWA-5BRA53.4
GWA-14DA18.8
GWA-21BR278
GWA-21DA11.5
GWA-24BR34.6
PH ADJBLDG ND
ANIN00112
ANSP0054.1 j
ANTD001290
ANWW-153.9
ANWW-346
S-51400
S-7430
S-8BND
ANWW-287
AB-1NS
SW -D144.9
SW -U144.3
FIGURE 14-90GROUNDWATER CONCENTRATIONTREND ANALYSIS -MANGANESE IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:MANGANESE CONCENTRATION IS MEASURED IN μg/L AND THE NCAC02L STANDARD IS 50 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R0.18 j,B
AB-2ND
AB-2DND
AB-4BR4.2
AB-4D0.13 j
AB-4S0.12 j
AB-5ND
AB-6AND
AB-6R0.15 j
AB-9D0.19 j
AB-9S0.14 j
AB-10DNDAB-10SND
AB-11DND
AB-12D0.25 j,B
AB-12SND
AB-13D0.94
AB-13SND
AB-14BR13.6
AB-21SND
AB-21S317
AB-21SL2950
AB-22SND
AB-24S9.5
AB-25SL157
AB-27BR3.6
AB-27S3.4
AB-28S3.7
AB-30S7.1
AB-31SND
AB-32D0.73
AB-32S0.15 j
AB-33S6.5
AB-34D0.75 B
AB-34SND
AB-35BR2.4
AB-35S4.5
AB-37S0.11 j
AB-38BR2.1
AB-38D0.56
AB-38S2.6 AB-39D0.18 j,BAB-39S0.23 j,B
BG-1SND
BG-2D1.3BG-2S0.13 j,B
BG-3D0.27 j
BG-3S0.31 j
GWA-1BR1.1GWA-1D0.5
GWA-1SND
GWA-2D0.26 j GWA-2SND
GWA-3SND
GWA-4SND
GWA-5D0.78
GWA-5SND
GWA-6BR2.2 jGWA-6SND
GWA-7D0.39 j
GWA-7SND
GWA-8S0.12 j
GWA-9BR9.5
GWA-9D1.5
GWA-9S0.14 j
GWA-14SND
GWA-15DND
GWA-15S0.17 j
GWA-16D0.41 j,B
GWA-16S8.2
GWA-17D1 B
GWA-18D0.63 B
GWA-21SND
GWA-22D1.4
GWA-22SND
GWA-23SND
GWA-26S0.83
S-1ND
S-2ND
S-3ND
S-4ND
S-6ND
S-81.34
S-8BND
S-10ND SW -70.46 j,B
AB-27D16.3
GWA-3D1.3
SW-42.2
SW -5ND
AB-14D0.22 j
AB-20S13.7
AB-22BR1.5
AB-22D1.5
AB-24BR2.5
AB-25S180
AB-26S0.12 j
AB-29D0.37 j AB-29S2.6AB-30D0.18 j
AB-33D1.4
AB-36D1.5AB-36S2.3
AB-37D1.6
BG-4BR2.4
BG-4S0.29 j
GWA-4D0.38 j,B
GWA-6DA1.1
GWA-8D0.7
GWA-17S0.42 j
GWA-18S0.68 B
GWA-19S0.43 j
GWA-24D0.41 j
GWA-26D16.3
ANSW -1513.8
ANWW-40.33 j
SW -19.1
SW -28.9
SW -30.54
SW -60.37 j,B
S-915.2
AB-20D2.5 B
AB-21BRL11.1
AB-23S50.3
AB-24SL57.3
AB-26D1.6
BG-1DA1.9
BG-2BRA-25.4
BG-4D7.7
GWA-4BR1.6
GWA-5BRA3.7
GWA-14DA1.4
GWA-21BR7.1
GWA-21DA1.3
GWA-24BR4.3
ANIN0010.4 j
ANSP0051.6 j
ANTD00112.4
ANWW-10.33 j
ANWW-30.41 j
S-5ND
S-7ND
ANWW-25.2
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -D10.89 B
SW -U10.3 j,B
FIGURE 14-91GROUNDWATER CONCENTRATIONTREND ANALYSIS -MOLYBDENUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:MOLY BDENUM CONCENTRATION IS MEASURED IN μg/L AND THENCAC 02L STANDARD IS NOT ESTABLISHED.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R2.5
AB-21.4
AB-2D1.6
AB-4BR1.5 AB-4S0.98
AB-6A1.1
AB-6R2.1
AB-8ND AB-9DND
AB-9S0.74
AB-10D0.56AB-10S0.84
AB-11D2.8
AB-12DND
AB-12SND
AB-13D2.1
AB-13S2.4
AB-14D13.3
AB-21S1.6AB-21SL3.7 AB-22BR2.4
AB-22D4.3AB-22S3.8
AB-24BR1.8
AB-24S1.8 AB-25S6.4
AB-25SL1.7 AB-26S3.9
AB-27BR4.2
AB-27S0.75
AB-28S1.9
AB-29D3.5AB-30DND AB-30S1.3
AB-31S0.99
AB-32D3.1
AB-32S0.77
AB-33D1.7
AB-33S1.9
AB-34D0.47 j
AB-34SND
AB-35BR0.62
AB-35S0.57
AB-36D0.98AB-36S7.4
AB-37DND
AB-38BR1.7
AB-38D2.1
AB-38S1.2 AB-39D0.73AB-39SND
BG-1S0.89
BG-2D0.89BG-2S4.2
BG-3DND
BG-3S2.5
BG-4BR1.7
BG-4S2.4
GWA-1BRNDGWA-1D1
GWA-1S0.84
GWA-2D0.46 j GWA-2S0.82
GWA-3DND
GWA-3SND
GWA-4DND
GWA-4S0.49 j
GWA-5DND
GWA-5S3.6
GWA-6BRND
GWA-6DA1.1
GWA-6S821 D3
GWA-7D5.8
GWA-7S11.1
GWA-8D4.1
GWA-8S9.5
GWA-9D0.92 GWA-9S2.7
GWA-14S5.6
GWA-15DND
GWA-15S3.6
GWA-16D0.5 j
GWA-16S2.8
GWA-17D1.4GWA-17S2
GWA-18D0.9
GWA-18S2.3
GWA-19S2.3
GWA-21S6.1
GWA-22S2.6
GWA-23S3.9
GWA-24D0.71
GWA-26S1
ANSW -150.64
S-21.6
SW -22.8
SW -3ND
SW -6ND
SW -7ND
S-9ND
AB-54.9
AB-20S32.4
AB-27D2
AB-29S3.8
AB-37S1.3
GWA-22D20.8
ANWW-40.48 j
S-11.1
S-41.25
S-63.02
S-8B5.4
SW-428.8
SW -586.3
AB-4D3.2
AB-14BRND
GWA-9BR0.74
GWA-26D0.69
S-3ND
S-81.05
S-106.18
SW -12.4
AB-20DND
AB-21BRL0.61
AB-23S0.34 j
AB-24SL0.57
AB-26D1.6
BG-1DA3.7
BG-2BRA-24.6
BG-4D1.9
GWA-4BR4.3
GWA-5BRA1.3
GWA-14DA3.5
GWA-21BR0.66
GWA-21DA1.9
GWA-24BR2.1
PH ADJBLDG ND
ANIN0011.1
ANSP005ND
ANTD001ND
ANWW-1ND
ANWW-30.3 j
S-59.1
S-70.99
ANWW-22.6
AB-1NS
SW -D1<0.5
SW -U1<0.5
FIGURE 14-92GROUNDWATER CONCENTRATIONTREND ANALYSIS -NICKEL IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:NIC KEL CONCENTRATION IS MEASURED IN μg/L AND THE NCAC 02LSTANDARD IS 100 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R6.3
AB-2D6.5
AB-4BR6.5
AB-4D6.1
AB-4S6.0
AB-54.5
AB-6A6.1
AB-6R6.5
AB-86.1 AB-9D6.6
AB-9S6.2
AB-10D6.1AB-10S6.1
AB-11D6.0
AB-12D6.5
AB-12S4.8
AB-13D6.2
AB-13S5.5
AB-14BR8.2
AB-14D4.9
AB-20S6.6
AB-21S6.7
AB-22D6.2
AB-22S5.1
AB-24BR7.4
AB-25S6.2
AB-25SL8.4 AB-26S5.6
AB-27BR7.5
AB-27D6.4
AB-27S6.6
AB-28S5.3
AB-30D6.6 AB-30S7.6
AB-31S5.8
AB-32D6.8
AB-33D7.4
AB-33S6.3
AB-34D7.0
AB-34S6.4
AB-35BR7.6
AB-35S6.5
AB-36S5.8
AB-37D7.0 AB-37S6.1
AB-38BR6.7
AB-38D6.2
AB-38S7.0 AB-39D5.9AB-39S6.5
BG-1S5.8
BG-2D7.1BG-2S6.0
BG-3D6.4
BG-4S5.5
GWA-1D6.7
GWA-2D6.7 GWA-2S5.1
GWA-3D7.7
GWA-3S5.9
GWA-4D6.8
GWA-4S5.4
GWA-5S5.4
GWA-6BR6.9GWA-6S3.6
GWA-7D6.4
GWA-8D6.6
GWA-8S6.0
GWA-9D6.8 GWA-9S5.2
GWA-14S4.3
GWA-15D6.2
GWA-15S5.9
GWA-16D6.2
GWA-16S6.4
GWA-17D6.8
GWA-18D6.8
GWA-18S7.3
GWA-22D6.7
GWA-24D7.5
GWA-26S7.0
S-37.8
S-47.9
S-88.0
SW -17.0
SW -26.8
SW -37.4
SW -67.4
AB-22BR7.7
S-16.9
AB-24.7
AB-21SL7.8
AB-24S6.9
AB-29D5.7 AB-29S5.2
AB-32S5.3
AB-36D7.5
BG-3S6.3
BG-4BR7.2
GWA-1BR7.2
GWA-1S5.0
GWA-5D6.8
GWA-6DA7.3
GWA-7S4.1
GWA-9BR7.5
GWA-17S5.5
GWA-19S5.9
GWA-21S4.8
GWA-22S5.1
GWA-23S4.6
GWA-26D7.4
ANSW -157.2
ANWW-47.5
S-27.0
S-64.2
S-8B6.7
S-105.7
SW -46.5
SW -55.5
SW -77.4
S-97.0
AB-20D7.7
AB-21BRL8.4
AB-23S8.4
AB-24SL7.5
AB-26D7.9
BG-1DA7.4
BG-2BRA-27.5
BG-4D7.0
GWA-4BR8.3
GWA-5BRA7.9
GWA-14D4.7GWA-14DA7.7
GWA-21BR8.2
GWA-21DA7.4
GWA-24BR8.3
PH ADJBLDG 6.6 ANSP0056.45
ANTD0017.3
ANWW-17.2
S-56.7
S-75.8
ANWW-26.5
ANIN001NS
ANWW-3NS
AB-1NS
SW -D17.2
SW -U17.0
FIGURE 14-93GROUNDWATER CONCENTRATIONTREND ANALYSIS -pH IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:pH CONCENTRATION IS MEASURED IN S.U. AND THE NCAC02LSTANDARD IS A RANGE OF 6.5 - 8.5 S.U.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-2ND
AB-2DND
AB-4BRND
AB-4DND
AB-4S0.41 j
AB-5ND
AB-6A0.57
AB-6RND
AB-8ND
AB-9SND
AB-10DNDAB-10S0.48 j
AB-11DND
AB-12D0.8
AB-12SND
AB-13DND
AB-13SND
AB-14BRND
AB-14D0.47 j
AB-20S49.1
AB-21S0.63AB-21SLND AB-22BRND
AB-22D0.34 jAB-22SND
AB-24BRND
AB-24SND AB-25SND
AB-25SLND AB-26S0.32 j
AB-27BRND
AB-27D2.4
AB-27SND
AB-28S17.3
AB-29DND AB-29SNDAB-30DND AB-30SND
AB-31SND
AB-32D0.43 j
AB-32SND
AB-33D0.66
AB-33SND
AB-34DND
AB-34SND
AB-35BRNDAB-35S0.6
AB-36DNDAB-36S0.32 j
AB-37DND
AB-37SND
AB-38BRND
AB-38DND
AB-38SND
AB-39D3.3AB-39SND
BG-1SND
BG-2DND
BG-3DND
BG-3SND
BG-4BRND
BG-4SND
GWA-1BRNDGWA-1DND
GWA-1SND
GWA-2DND GWA-2SND
GWA-3DND GWA-3SND
GWA-4D1.6
GWA-4S0.6
GWA-5DND
GWA-5SND
GWA-6BRND
GWA-6DAND
GWA-6S765 D3
GWA-7D6.6
GWA-7S14.1
GWA-8DND
GWA-8SND
GWA-9BRND
GWA-9DND
GWA-9SND
GWA-14SND
GWA-15DND
GWA-15SND
GWA-16DND
GWA-16SND
GWA-17DNDGWA-17SND
GWA-18D0.36 j
GWA-18SND
GWA-19S0.34 j
GWA-21SND
GWA-22DND
GWA-22S0.38 j
GWA-23SND
GWA-24D0.35 j
GWA-26DND GWA-26SND
ANSW -15ND
ANWW-40.32 j
S-11.2
S-20.45 j
S-3ND
S-4ND
S-6ND
S-8ND
S-8BND
S-10ND
SW -11.1
SW -21.1
SW -3ND
SW -41.4
SW -53
SW -6ND
SW -7ND
S-9ND
AB-1R2.3BG-2S1.8
AB-9D2.2
AB-20DND
AB-21BRLND
AB-23S0.24 j
AB-24SLND
AB-26D0.44 j
BG-1DAND
BG-2BRA-2ND
BG-4DND
GWA-4BR2.2
GWA-5BRAND
GWA-14DAND
GWA-21BRND
GWA-21DAND
GWA-24BRND
PH ADJBLDG ND
ANIN001ND
ANSP005ND
ANTD001ND
ANWW-1ND
ANWW-3ND
S-50.52
S-7ND
ANWW-20.94
AB-1NS
SW -D1<0.5
SW -U1<0.5
FIGURE 14-94GROUNDWATER CONCENTRATIONTREND ANALYSIS -SELENIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:SELENIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC02L STANDARD IS 20 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
&<
&<
")
")
!(
!(
!(
!(
!(
!(
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R473
AB-23.9 j
AB-2D102
AB-4BR278
AB-4D176
AB-4S40.2
AB-516.9
AB-6A206
AB-9D322
AB-9S158
AB-10D205
AB-11D114
AB-12D158
AB-12SND
AB-13D198
AB-13S53.8
AB-14BR81.6
AB-21S3490AB-21SL1770
AB-22D380 AB-22S54.1
AB-24BR106
AB-24S850
AB-26S212
AB-27BR146
AB-27D523AB-28S1600
AB-29D226 AB-29S456AB-30D171
AB-31S268
AB-32D201
AB-32S37.3
AB-34D132
AB-35BR128
AB-35S1820
AB-36S604
AB-37D145
AB-38BR395
AB-38D368
AB-39D454AB-39S281
BG-1S30.2
BG-2D202BG-2S188
BG-3D229
BG-3S263
BG-4BR98.5
BG-4S263
GWA-1BR223GWA-1D246
GWA-1S9
GWA-2D141 GWA-2S31.4
GWA-3S84.4
GWA-4D249
GWA-4S356
GWA-5D714
GWA-5S32.2
GWA-6BR696GWA-6S1670
GWA-7S18.4
GWA-8D254
GWA-8S411
GWA-9D109 GWA-9S60.7
GWA-14S5.3
GWA-15D268
GWA-15S157
GWA-16D105
GWA-16S199
GWA-17D212
GWA-18S178
GWA-21S24.6
GWA-22D257
GWA-23S5.1
GWA-24D93.6
GWA-26D86.5 GWA-26S69.9
ANWW-440
SW -2162
SW -330.2
SW -474.6
SW -630.2
S-9NS
AB-6R211
AB-10S216
AB-27S1030
AB-30S1400
AB-33D266
AB-33S3380
AB-34S1360AB-37S130
AB-38S977
GWA-6DA868
GWA-7D526
ANSW -15860
S-193.1
SW -52730
S-3NS
S-4NS
S-8NS
AB-14D57.1
AB-20S2130 AB-22BR272
AB-25S1570
AB-25SL1720
AB-36D111
GWA-3D123
GWA-9BR90
GWA-17S97.2
GWA-18D143
GWA-19S119
GWA-22S6.7
ANTD0011700
S-276.3
SW -1144
SW -742.2
S-91880
AB-20D117
AB-21BRL90.5
AB-23S560
AB-24SL714
AB-26D223
BG-1DA106
BG-2BRA-2181
BG-4D251
GWA-4BR134
GWA-5BRA178
GWA-14DA144
GWA-21BR154
GWA-21DA118
GWA-24BR96.6
ANIN00136
ANSP005140
ANWW-131
ANWW-337
S-5200
S-7190
ANWW-2310
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -D160.8
SW -U134.5
S-6NS
S-8BNS
FIGURE 14-95GROUNDWATER CONCENTRATIONTREND ANALYSIS -STRONTIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:STRON TIUM CONCENTRATION IS MEASURED IN μg/L AND THE NCAC02L STANDARD IS NOT ESTABLISHED.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-20.61 j
AB-2D0.66 j
AB-4BR5.7
AB-4D2
AB-4S8.1
AB-51.3
AB-6R26.3
AB-9S38.4
AB-10D23.7
AB-11D0.57 j
AB-12D4.2
AB-12S0.16
AB-13D0.68 j
AB-13SND
AB-14BR5.8
AB-14D27.1
AB-20S214
AB-21S75.8AB-21SL140 AB-22D43.3
AB-24BR3.4
AB-24S20.1
AB-25SL59.5 AB-26S72.6
AB-27D67
AB-27S21.1
AB-28S132
AB-29D45.8AB-30D25.2 AB-30S46.7
AB-31S118
AB-32D23.5
AB-32S2.7
AB-33D6.5
AB-33S383
AB-34S164
AB-35BR2.8AB-35S234
AB-36D4
AB-36S18.5
AB-37D2.7 AB-37S2.3
AB-38BR17.8
AB-38D15.5
AB-38S13.4
AB-39S0.98 j
BG-1S0.54 j
BG-2D1.1
BG-4BR2.3
GWA-1BR12.7GWA-1D11.2
GWA-1SND
GWA-2D4.7 GWA-2SND
GWA-3S35.3
GWA-4D61.2
GWA-4S146
GWA-5D30
GWA-6BR137
GWA-6DA270 M6
GWA-6S1790
GWA-7S108
GWA-8D1.3
GWA-9D2.7 GWA-9S21.1
GWA-14SND
GWA-15D4.5
GWA-16D0.88 j
GWA-16S1.2
GWA-17D2.6
GWA-18D1.7
GWA-18S2
GWA-19S0.76 j
GWA-21S1.1
GWA-22D1.1
GWA-22S1.3
GWA-24D2.2
GWA-26S1
ANWW-47.7
S-11.3
S-216.9
S-433
S-880
SW -244
SW -64.7
S-9215
AB-1R219
AB-6A28.6
AB-831
AB-9D46.4
AB-10S17.3
AB-27BR33.6
AB-39D32.5
GWA-7D105
ANSW -1550.6
S-330
S-665
S-8B220
S-10110
SW-463.4
SW -5666
SW -76.3
AB-22BR22
AB-22S2.2
AB-25S62.4
AB-29S44.5
AB-34D1.6
BG-2SND
BG-3D0.76 j
BG-3S0.76 j
BG-4S0.72 j
GWA-3D9.4
GWA-5S3.7
GWA-8S1.2
GWA-9BR8.1
GWA-15S10.9
GWA-17S5.4
GWA-23S1.2
GWA-26D7.3
SW -143.4
SW -35
AB-20D4.7
AB-21BRL12.1
AB-23S9.900001
AB-24SL20.6
AB-26D32.9
BG-1DA1.6
BG-2BRA-27.3
BG-4D1.9
GWA-4BR41.4
GWA-5BRA56.1
GWA-14DA6.3
GWA-21BR2
GWA-21DA2.3
GWA-24BR8.2
PH ADJBLDG 20
ANIN0014.5
ANSP00598.9
ANTD001235
ANWW-14.3
ANWW-34.7
S-550.1
S-772.3
ANWW-276.8
AB-1NS
SW -D111.7
SW -U14.5
FIGURE 14-96GROUNDWATER CONCENTRATIONTREND ANALYSIS -SULFATE IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:SULFATE CONCENTRATION IS MEASURED IN mg/L AND THE NCAC02L STANDARD IS 250 mg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
&<
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1RND
AB-20.023 j
AB-2DND
AB-4BR0.022 j
AB-4DND
AB-4S0.053 j
AB-50.032 j
AB-6AND
AB-6RND
AB-9DND
AB-9S0.025 j
AB-10DNDAB-10SND
AB-11DND
AB-12DND
AB-12SND
AB-13DND
AB-13SND
AB-14BRND
AB-14DND
AB-21S0.063 j
AB-21SL0.042 j
AB-22BRND
AB-22DNDAB-22S0.035 j
AB-24BRND
AB-24S0.046 j AB-25S0.18
AB-25SLND AB-26SND
AB-27BRND
AB-27DNDAB-28S0.33
AB-29DNDAB-30D0.016 j AB-30S0.044 j
AB-31SND
AB-32DND
AB-32S0.021 j
AB-33DND
AB-33S0.092 j
AB-34DND
AB-34SND
AB-35BRND
AB-35SND
AB-36D0.035 jAB-36S0.13
AB-37DND AB-37SND
AB-38BRND
AB-38DND
AB-38S0.11 AB-39D0.089 j,BAB-39SND
BG-1S0.017 j
BG-2DNDBG-2S0.024 j
BG-3DND
BG-3SND
BG-4BRND
BG-4SND
GWA-1BR0.047 j
GWA-1D0.022 j
GWA-1S0.035 j
GWA-2DND GWA-2S0.022 j
GWA-3DND
GWA-3S0.027 j
GWA-4DND
GWA-4S0.073 j
GWA-5DND
GWA-5S0.14 B
GWA-6BRND
GWA-6DAND
GWA-6S1.5 D3,B
GWA-7D0.061 j
GWA-7S0.11
GWA-8DND
GWA-8S0.064 j
GWA-9BRND
GWA-9DND
GWA-14S0.041 j
GWA-15DND
GWA-15SND
GWA-16DND
GWA-16SND
GWA-17D0.054 jGWA-17SND
GWA-18DND
GWA-18SND
GWA-19S0.034 j
GWA-21S0.022 j
GWA-22D0.017 j
GWA-22S0.096 j
GWA-23S0.032 j
GWA-24DND
GWA-26DND GWA-26SND
ANSW -150.025 j
ANWW-4ND
S-10.037 j
S-20.057 j
S-3ND
S-4ND
S-60.31
S-8ND
S-8BND
S-10ND
SW -20.11
SW -30.048 j
SW -40.11
SW -50.24
SW -6ND
SW -7ND
S-9ND
GWA-9S0.063 j
SW -10.075 j
AB-20S0.19
AB-27SND
AB-29S0.052 j
AB-20DND AB-21BRLND
AB-23SND
AB-24SLND
AB-26DND
BG-1DAND
BG-2BRA-20.02 j
BG-4DND
GWA-4BRND
GWA-5BRAND
GWA-14DA0.034 j
GWA-21BRND
GWA-21DAND
GWA-24BRND
ANIN001ND
ANSP005ND
ANTD001ND
ANWW-10.044 j
ANWW-3ND
S-50.087 j
S-70.027 j
ANWW-20.11
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -D10.019 j,B
SW -U1<0.1
FIGURE 14-97GROUNDWATER CONCENTRATIONTREND ANALYSIS -THALLIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:TH ALLIUM CONCENTRATION IS MEASURED IN μg/L AND THE IMACSTANDARD IS 0.2 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
")
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-2ND
AB-2D77
AB-4BR152
AB-4D104
AB-4S76
AB-5ND
AB-6A115
AB-6R115
AB-8146
AB-9D179AB-9S131
AB-10D130AB-10S103
AB-11D86
AB-12D104
AB-12S29
AB-13D103
AB-13S44
AB-14BR113
AB-14D101
AB-21S568AB-21SL359 AB-22BR261
AB-22D240AB-22S42
AB-24S129
AB-26S148
AB-27BR154
AB-27S230AB-28S397
AB-29D160AB-30D137 AB-30S219
AB-31S210
AB-32D139
AB-34D94
AB-34S417
AB-35BR100AB-35S677
AB-36D101
AB-36S152
AB-37D112 AB-37S82 D6
AB-38BR194
AB-38D172
AB-39D216AB-39S171
BG-1SND
BG-2D113BG-2S134
BG-3D111
BG-3S111
BG-4BR115
BG-4S112
GWA-1BR151GWA-1S54
GWA-2D85 GWA-2SND
GWA-3D126 GWA-3S104
GWA-4D177
GWA-4S256
GWA-5D128 GWA-5S47
GWA-6BR357
GWA-6DA629
GWA-6S2670
GWA-7D278
GWA-7S175
GWA-8D101
GWA-8S231
GWA-9D73 D6GWA-9S87
GWA-14S27
GWA-15D147
GWA-15S107
GWA-17D110
GWA-18D81
GWA-18S86
GWA-21SND
GWA-22D162
GWA-22SND
GWA-24D89
GWA-26S53
S-3300
S-4320
S-8330
SW -1157
SW -475
SW -657
SW -760
S-9526
AB-1R400
AB-33S838
AB-38S168
GWA-1D161
ANSW -15231
S-6300
S-8B350
SW -2167SW-51020
AB-20S690
AB-24BR83
AB-25S238
AB-25SL234
AB-27D212
AB-29S171
AB-32S36 D6
AB-33D126
GWA-9BR108
GWA-16D73
GWA-16S75
GWA-17S60
GWA-19S61
GWA-23SND
GWA-26D102
ANWW-442
S-175
S-2103
S-10180
SW -338
AB-20D97 D6
AB-21BRL127
AB-23S98.00001
AB-24SL118
AB-26D153
BG-1DA81
BG-2BRA-2121
BG-4D150
GWA-4BR164
GWA-5BRA177
GWA-14DA115
GWA-21BR148
GWA-21DA115
GWA-24BR110
PH ADJBLDG 308
ANIN001ND
ANSP005366
ANTD001569
ANWW-141
ANWW-359
S-5249
S-7179
ANWW-2582
AB-1NS
SW -D192
SW -U152
FIGURE 14-98GROUNDWATER CONCENTRATIONTREND ANALYSIS -TOTAL DISSOLVED SOLIDS IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:TOTAL DISSOLVED SOLIDS (TDS) CONCENTRATION IS MEASURED INmg/L AND THE NCAC 02L STANDARD IS 500 mg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
")
!(
!(
!(
!(
!(
!(
")
&<&<
&<&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<&<&<
&<&<&<&<
&<
&<&<
&<&<
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
BG-4BR0.1088
GWA-1S0.2458
BG-1S0.2832
AB-1R0.3066
AB-12D0.3187
GWA-6S0.3412
BG-3D0.4077
AB-22S0.4232
AB-6A0.424
AB-13D0.427
AB-9D0.4754
GWA-17D0.545
GWA-21S0.582
GWA-16S0.625
GWA-5D0.648
AB-13S0.65
GWA-8S0.659
AB-24BR0.661
GWA-22D0.683
AB-22D0.69
GWA-18S0.694
GWA-16D0.741
GWA-26S0.775
BG-2D0.854
AB-33S0.87
GWA-3S0.895
AB-4BR0.924
GWA-4S0.932
AB-10S0.973
GWA-9BR0.976
GWA-23S0.977
GWA-17S1.007
GWA-6DA1.055
GWA-24D1.103
AB-14BR1.112
GWA-19S1.256
GWA-4D1.342
AB-51.49
GWA-7S2.035
GWA-5S2.465
BG-2S0.083
AB-38BR0.624
GWA-26D0.647
AB-32D0.759
GWA-18D0.799
AB-31S0.9849
AB-9S1.235
GWA-2S1.305
BG-4S1.357
AB-27BR0.1124
BG-3S0.177
AB-12S0.2099
AB-10D0.294
GWA-1BR0.338
AB-32S0.032
AB-35BR0.1424
BG-2BRA-20.17
GWA-3D0.1786
GWA-5BRA0.2256
GWA-6BR0.296
GWA-9D0.343
AB-25SL0.355
AB-25S0.3746
BG-4D0.395
AB-4D0.403
GWA-1D0.529
AB-14D0.53811
GWA-21DA0.558
AB-4S0.6873
AB-6R0.695
AB-26S0.719
AB-33D0.742
BG-1DA0.745
AB-21BRL0.777
GWA-4BR0.7976
GWA-23D0.82
GWA-24BR1.005
GWA-21BR1.052
GWA-22S1.059
GWA-2D1.111
AB-21SL1.142
AB-22BR1.218
AB-26D1.238
AB-11D1.256
AB-35S1.277
GWA-9S1.333
AB-21S1.525
GWA-7D1.61
AB-1NS
AB-8NS
PH ADJBLDG NS
ANIN001NS
ANSP005NS
ANSW -15NS
ANTD001NS
ANWW-1NS
ANWW-3NS
ANWW-4NS
S-1NS
S-2NS
S-5NS
S-7NS
SW -1NS
SW -2NS
SW -3NS SW -4NS
SW -5NS
SW -6NS
SW -7NS
ANWW-2NS
S-9NS
SW -U1NS
S-3NS
S-4NS
S-6NS
S-8NSS-8BNS
S-10NS
SW -D1NS
AB-2NS
AB-2DNS
AB-20DNS
AB-20SNS
AB-23SNS
AB-24SNS
AB-24SLNS
AB-27DNS
AB-27SNS
AB-28SNS
AB-29DNS AB-29SNSAB-30DNS AB-30SNS
AB-34DNS
AB-34SNS
AB-36DNSAB-36SNS
AB-37DNS AB-37SNS
AB-38DNS
AB-38SNS
AB-39DNSAB-39SNS
GWA-8DNS
GWA-14DANS
GWA-14SNS
GWA-15DNS
GWA-15SNS
FIGURE 14-99GROUNDWATER CONCENTRATIONTREND ANALYSIS -TOTAL RADIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:TOTAL RADIUM CONCENTRATION IS MEASURED IN pCi/L AND THENCAC 02L STANDARD IS 5^ pCi/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<
&<&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
")
!(
!(
!(
!(
!(
!(
")
&<&<
&<&<
&<
&<&<
&<&<
&<
&<&<&<&<
&<&<
&<&<&<&<
&<&<&<&<
&<
&<&<
&<&<
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-14BR0.00051
AB-33S0.00061
GWA-17D0.00071
AB-38BR0.0016
GWA-6DA0.0016
GWA-6S0.0061
AB-1RND
AB-5ND
AB-6AND
AB-9SND
AB-10DNDAB-10SND
AB-12SND
AB-13DND
AB-13SND
AB-31SND
AB-32SND
BG-1SND
BG-2SND
BG-3DND
BG-3SND
BG-4SND
GWA-1SND
GWA-2SND
GWA-3SND
GWA-4SND
GWA-5SND
GWA-8SND
GWA-16DND
GWA-17SND
GWA-18DND
GWA-18SND
GWA-19SND
GWA-21SND
GWA-23SND
GWA-24DND
GWA-26SND
AB-22S0.000067 j
GWA-16S0.000069 j
GWA-26D0.000072 j
GWA-7S0.000092 j
AB-32D0.00011 j
BG-2D0.00011 j
AB-9D0.00013 j
AB-27BR0.00013 j
GWA-4D0.00016 j
GWA-9BR0.00017 j
AB-12D0.00019 j
GWA-22D0.00025 j
AB-24BR0.00028 j
BG-4BR0.00031 j
AB-22D0.00039 j
GWA-1BR0.0015
GWA-5D0.000075 j
AB-4BR0.00022 j
BG-4D0.00052
GWA-23D0.00052
GWA-4BR0.00056
GWA-5BRA0.00057
AB-26D0.00064
GWA-21BR0.0009
AB-21BRL0.0015
AB-25S0.0096
AB-25SL0.0147
AB-21S0.0161
AB-21SL0.0387
AB-4DND
AB-4SND
AB-6RND
AB-11DND
AB-14DND
AB-26SND
GWA-2DND
GWA-9SND
GWA-22SND
GWA-9D0.000067 j
AB-35BR0.00018 j
BG-1DA0.0002 j
GWA-21DA0.00023 j
GWA-1D0.00024 j
GWA-24BR0.0003 j
AB-22BR0.00034 j
AB-33D0.00035 j
GWA-3D0.00035 j
AB-35S0.00037 j
GWA-7D0.00039 j
BG-2BRA-20.00044 j
GWA-6BR0.0018 j
AB-1NS
AB-8NS
PH ADJBLDG NS
S-3NS
S-4NS
S-6NS
S-8NS
S-8BNS
S-10NS
SW -D1NS
FIGURE 14-100GROUNDWATER CONCENTRATIONTREND ANALYSIS -TOTAL URANIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:TOTAL URANIUM CONCENTRATION IS MEASURED IN μg/mL AND THENCAC 02L STANDARD IS 0.03 μg/mL.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
&<
&<&<
&<&<&<
&<
&<&<
&<&<
&<&<
&<
&<&<
&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<
&<&<&<&<&<&<&<
&<&<&<
&<
&<&<&<&<
&<
&<&<
&<&<
&<&<
&<&<&<&<&<&<
&<&<&<&<&<
&<
&<
&<&<&<
&<&<
&<&<&<
&<&<&<
&<&<
&<&<
&<&<&<
&<&<&<
&<&<&<
&<&<&<&<
&<&<&<
&<&<
&<&<
&<&<
&<&<
&<&<
&<
&<&<&<
&<&<
&<
&<&<
&<&<
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
")
")
")
")
")
")
")
!(
!(
&<
&<
&<
")
!(
!(
!(
!(
!(
!(
")
ACTIVEASH BASIN
INACTIVEASH BASIN
CATAWBA RIVER(LAKE WYLIE)DISCHARGE CANALASHSTORAGE
ASHSTORAGE
STRUCTURALFILL
RETIRED ASH BASINASH LANDFILLPERMIT NO. 3612
AB-1R2.1
AB-20.44
AB-2D7.3
AB-4BR3.6
AB-4D4.8
AB-52.7
AB-6A4.4
AB-6R3.8
AB-9D6.6
AB-9SND
AB-10D4.7AB-10S0.91
AB-11D1.7
AB-12D4.3
AB-12SND
AB-13D6
AB-13S0.74
AB-14D1.1
AB-20S5.7
AB-22D15.3
AB-22S1.4
AB-24BR8.1
AB-24S11.1 AB-25S35.2
AB-26S1.7
AB-27D10.4AB-28S0.52
AB-29D7.3AB-30D12.3
AB-31S2
AB-32D7.8
AB-32S0.53 B
AB-33D5
AB-33S0.42 B
AB-34D11.9
AB-34S0.12 j
AB-35BR7.2
AB-35S0.97
AB-36D8
AB-37D10 AB-37S9.1
AB-38BR4.3
AB-38D3.4
AB-38S1.3 AB-39D2.3AB-39S0.72
BG-1S0.83
BG-2D9.2BG-2S7.5
BG-3D6.6
BG-4BR9.9
BG-4S2.1
GWA-1S0.46
GWA-2D4.4 GWA-2SND
GWA-3S0.15 j,B
GWA-4D4.3
GWA-4S0.61
GWA-5D7.9
GWA-5S1.8
GWA-6BR4.3
GWA-6DA1.2
GWA-6SND
GWA-7D8.5
GWA-7S0.35 B
GWA-8D7.1
GWA-8S4
GWA-9D6.2 GWA-9S0.77
GWA-14S0.27 j
GWA-15D4.9
GWA-15S4.4
GWA-16D8.2
GWA-16S1.8
GWA-17D4.9GWA-17S2.3
GWA-18D9.6
GWA-18S5
GWA-19S1
GWA-21SND
GWA-23S0.33
GWA-24D13.3
SW -20.75 B
SW -31.4
SW -61.4
SW -71.6
S-9ND
S-3NS
S-4NS
S-8NS
S-8BNS
S-10NS
AB-4S1.8
AB-14BR15.9
AB-21S7.8
AB-30S9.2
AB-36S1.4
GWA-3D9.2
GWA-9BR9.8
GWA-22D11
GWA-22S0.78
GWA-26D4.3
ANWW-42.4
S-110.8
SW -10.79 B
SW -5ND
AB-21SL4.6
AB-22BR1.7
AB-25SL6.1
AB-27BR1.3
AB-27S0.68
AB-29S2.3
BG-3S2.9
GWA-1BR10.1
GWA-1D8.4
GWA-26S3.2
ANSW -150.19 j
S-20.16 j
SW -45.9
AB-20D11.3
AB-21BRL2.3
AB-23S5.1
AB-24SL2.7
AB-26D6.2
BG-1DA11
BG-2BRA-29.9
BG-4D7.4
GWA-4BR5.7
GWA-5BRA3.7
GWA-14DA11.7
GWA-21BR15.9
GWA-21DA15.3
GWA-24BR9.3
ANIN0011
ANSP005ND
ANTD001ND
ANWW-11.7
ANWW-31.4
S-50.13 j
S-70.14 j
ANWW-20.86 j
AB-1NS
AB-8NS
PH ADJBLDG NS
SW -U11.3
S-6NS
SW -D1NS
FIGURE 14-101GROUNDWATER CONCENTRATIONTREND ANALYSIS -VANADIUM IN ALL FLOW LAYERS AND AOWSALLEN STEAM STATIONDUKE ENERGY CAROLINAS, LLCBELMONT, NORTH CAROLINADRAWN BY: B. YOUNGPROJECT MANAGER: C. SUTTELLCHECKED BY: L. DRAGO
DATE: 01/24/2018
148 RIVER STREET, SUITE 220GREENVILLE, SOUTH CAROLINA 29601PHONE [phone]www.synterracorp.com
P:\Duke Energy Progress.1026\00 GIS BASE DATA\Allen\Map_Docs\CSA_Supplement_2\Allen - Groundwater Concentration Trend Analysis.mxd
350 0 350 700175
GRAPHIC SCALE IN FEET
&<MONITORING W ELL
&<BACKGROUND MONITORING W ELL
&<ABANDONED MONITORING W ELL
!(AOW SAMPLE LOCATION
")WATER SAMPLE LOCATION
WATER SUPPLY W ELL
ASH BASIN WASTE BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
LANDFILL BOUNDARY
DORS FILLS BOUNDARIES
ASH BASIN COMPLIANCE BOUNDARY
LANDFILL COMPLIANCE BOUNDARY
DUKE ENERGY CAROLINAS ALLENPLANT SITE BOUNDARY
<ST REAM (AMEC NRTR 2015)
WETLAND (AMEC NRTR 2015)
LEGEND
DECREASING CONCENTRATION OVER TIME1
INCREASING CONCENTRATION OVER TIME1
STABLE CONCENTRATION OVER TIME1
UNKNOWN CONCENTRATION OVER TIME1
NOTES:VAN AD IUM CONCENTRATION IS MEASURED IN μg/L AND THE IMACSTANDARD IS 0.3 μg/L.
ND = NON-DETECT
NS = N OT SAMPLED
GR OUN DWATER CONCENTRATIONS REPORTED ARE FROMSEPTEMBER 2017 SAMPLING EVENT.
TH E DETERMINATION OF CONCENTRATION TRENDS OVER TIME AREGENERALIZED BASED ON AVAILABLE DATA AND WERE NOTSTATISTICALLY DETERMINED.
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFERTO AN ALYTICAL DATA TABLE NOTES FOR QUALIFIER DEFINITIONS.
DIS PLAYED WATER WELL LOCATIONS REFLECT INFORMATIONAVAILABLE UP TO DECEMBER 31, 2015.
PROPE RTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
AER IAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ONOCTOBER 11, 2017. AERIAL WAS COLLECTED ON OCTOBER 8, 2016.
DR AWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
SW-D1
SW-U1
SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL
AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY
UTILITIES SHOWN ARE APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED
WATER SAMPLE LOCATION SAMPLED
SURFACE WATER FLOW DIRECTION
FIGURE 14-102
COMPREHENSIVE
SOLIDS DATA
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 14-102 (SOIL-SED)
L. DRAGO
JOHN CHASTAIN
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
C. SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
4002001000200
(IN FEET)
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK
INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public
AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER
157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
AB-37SAB-37D
AB-36S AB-36D
SB-1
AB-35D
AB-35S
AB-35BR
SB-6
SB-2
SB-4
SB-3
AB-2D AB-2
GWA-22S
GWA-22D
AB-13S
AB-13D
S-10
OW-18
AB-30SAB-30D
AB-28D
AB-28S
OW-19
OW-12
OW-8
AB-34S
AB-34D
SB-5
OW-3
AB-39S AB-39D
OW-7
AB-33D
AB-33S
CCR-5DCCR-5
CCR-6DCCR-6 CCR-7D CCR-7S CCR-8D CCR-8S
CCR-9S CCR-9D
OW-5
S-9
OW-10
AB-32S
AB-32D
OW-9
OW-20
AB-31D
AB-31S
AB-29D AB-29S
AB-29SL
AB-27DAB-27BR
AB-27S
SW-4
SW-3
GWA-5D
GWA-5S
GWA-5BRA
CCR-11S CCR-11D
OW-16
GWA-4D
GWA-4S
GWA-4BR
AB-9D
AB-9S
SW-7
ANSW-16
CCR-14S
CCR-14D
AB-26D
AB-26S
GWA-3D
GWA-3S
GWA-3BRA
SB-9
SW-2
CCR-17S
CCR-17D
S-5
S-6
S-7
CCR-16D
CCR-16S
S-8B
S-8
ANSW-15
S-4
ANSP002
AB-10D
AB-10S
ANSP002
S-3
ANWW-2
S-2
CCR-18S
CCR-18D
AB-22D
AB-22BRL
AB-22S
SW-1
ANSP005
CCR-20SCCR-20D
CCR-22S
AB-11D
CCR-23D CCR-23S
GWA-2D GWA-2S
GWA-1D
GWA-1S
GWA-1BR
S-1
AB-12S
AB-12D
GWA-26S
AB-5
pH WELL
CCR-21D CCR-21S
AB-21S
AB-21D
AB-21SLAB-21BR
AB-21BRL
SB-8
AB-23S
AB-20S
AB-20D
GWA-9D
GWA-9BR
GWA-9S
SW-5
AB-4S
AB-4D
AB-4BR
AL49
AL58AL57
AL55
GWA-23D
GWA-23S
BGSB-GWA-23
AL51
AL56
AL54
AB-24S
AB-24D
AB-24BRAB-24SL
ANWW-3
AB-14D
AB-14BR
AL59
AL60AL61AL62
AL67
AL68
AL69
AL70
AL71
AL63
AL72
AL73
AL53AL52
AL66
AL65
AL64
SB-7
AB-38D
AB-38S
AB-38BR
GWA-18D
GWA-18S
CCR-1SCCR-1DA
CCR-BG-1S
AB-1R
AB-1
GWA-17DGWA-17S
CCR-2S CCR-2D
GWA-8D
BG-4D
BG-4S
BG-4BR
AL133
AL1
AL131
BGSB-BG-3 BG-3S
BG-2D
BG-2S
BG-2BRA-2
BGSB-BG-2
GWA-16DGWA-16S
AL139
AL3
AL96
AL95
CCR-3DA
CCR-3S
GWA-7D
GWA-7S
GWA-6DA
GWA-6S
CCR-4SA
CCR-4DA
BGSB-BG-1
AL35
AL101
AL48
AL93
AL94
AL114
AL47
AL142
AL45
AL46
AL37
AL44
AL43AL38
AL36
AL92
AL39
AL50
AL50
GWA-24D
AB-25BR
AB-25S
AB-25SL
AL113
AL121
AL141
AL74
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL32
AL24AL25
GWA-21DA
GWA-21S
GWA-21BR
AL75
AL76
AL84
AL83
AL82
AL81 AL78
AL77
AL79AL80
GWA-14S
GWA-14DA
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL11
AL10
AL12
AL116
AL117
AL9
AL118
AL8
AL8-?
AL4
AL5
GWA-19D GWA-19S
AL19
AL18
AL17
AL16
GWA-15D
GWA-15S
AL6
AL29
AL28
AL110
AL27
AL26
AL130AL115
AL138
AL135
ANWW-4
SW-6
ANWW-1
ANSP001
ANTD001
AB-6AAB-6R
AL111
AL108AL85
AL97
AL88
ANFD001
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
STAIRS
ACTIVE ASH BASIN
DISCHARGE TOWER
PRIMARY POND 3PRIMARY POND 2PRIMARY POND 1
INACTIVE ASH BASIN
ASH STORAGE STRUCTURAL FILL
ASH STORAGE
INACTIVE ASH BASIN
RETIRED ASH BASIN
ASH LANDFILL-PHASE I
PERMIT NO. 3612
WILDLIFE RD
FARM RD
MILWOOD LN
IDELWOOD LNARMST
R
O
N
G

R
D
HIGHLAND WAY
HEATHER GLENN CT
CAMDEN CTHIGHLA
N
D
PLJOHN
D
O
U
G
L
A
S
D
R
WARREN DR MITCHELL STMITCHELL STSOUTHPOINT D
R
RIVER R
U
N
ARMS
T
R
O
N
G
R
DLAKE M
IST
DR
RIVE
R
R
U
N
REESE
WI
L
S
O
N
R
D
NUTALL OAK LN
NUTALL OAK LN
WOODBEND DR
LAKE HILL CTPLANT
A
L
L
E
N

R
D
CANAL RD BOAT C
LUB
RDSOUTHPOINT RDSOUTHPOINT RD (NC HWY 273)STRUCTURAL FILL
STRUCTURAL FILL
STRUCTURAL FILL
POWER PLANT
SOUTH POINT FIRE
DEPARTMENT
EATON CORPORATION
SAILAWAY BAY
COAL PILE
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
1/16/2018
1/16/2018
HOLDING BASIN
BG-2BR
BG-3D
CCR-3D
GWA-8S
CCR-1D
CCR-4D
CCR-4S
GWA-14D
GWA-21D
SOUTHPOINT RD (NC HWY 273)SOUTHPOINT RD (NC HWY 273)GWA-26D
BG-1D
AB-22BR
GWA-3BR
AB-8
STAIRS
48" HDPE DISCHARGE PIPE
CULVERT
CULVERT
DISCHARGE TOWER
HEAD WALL EMERGENCY SPILLWAY
PIPES
OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
GWA-5BR
LAKE WYLIE (CATAWBA RIVER )
PIEZOMETER IN COMPETENT BEDROCK ZONE
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
OW-15
OW-16
OW-18
OW-17
OW-14
OW-13
OW-22
OW-21PN-2D
PN-1D OW-20
OW-12
OW-11
OW-8
OW-10
P-7 P-9
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
NPDES OUTFALL 002
NPDES OUTFALL
001
CELL 1
CELL 2A
CELL 2B
OW-5P-1
OW-2
P-3
OW-4 OW-6
RAB ASH LANDFILL WASTE BOUNDARY
BASED ON LINER LIMITS
RAB ASH LANDFILL COMPLIANCE BOUNDARY
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH
LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
RETIRED ASH BASIN
AB-20D (3-5): Ash: pH=6.6 j, As=19.6, Sb=<3.8,
Ba=244, Be=1.4, B=10.5, Cd=<0.46, Cl=<368,
Cr=11.3, Co=5.8, Fe=3940, Mn=38, Mo=1.9, Ni=9.8,
Se=2.7 j, Sr=73.3, SO4=<368, Tl=<3.8, V=26.5
AB-20D (28.5-30): Surficial: pH=5.4 j, As=<3.6, Sb=<3.6,
Ba=47.1, Be=0.26 j, B=<18, Cd=<0.43, Cl=<341,
Cr=9.6, Co=4.4, Fe=25600, Mn=300, Mo=<0.72,
Ni=0.75, Se=<3.6, Sr=1.3, SO4=<341, Tl=<3.6, V=71.6
AB-20D (38.5-40): Surficial: pH=5.9 j, As=<3.2, Sb=<3.2,
Ba=138, Be=0.45 j, B=<31.9, Cd=<0.38, Cl=<311,
Cr=3.6, Co=12.3, Fe=20100, Mn=1140, Mo=<0.64,
Ni=2.8, Se=<3.2, Sr=19.3, SO4=<311, Tl=<3.2, V=59.8
AB-20S (18.5-20): Ash: pH=7.3 j, As=24.4, Sb=<4.2,
Ba=241, Be=1.6, B=14, Cd=<0.5, Cl=<399, Cr=7.5,
Co=5.6, Fe=3710, Mn=32.2, Mo=1.1, Ni=9.6,
Se=9.9, Sr=84.2, SO4=<399, Tl=<4.2, V=27.4
AB-21BR (156-157): Bedrock: pH=7.3 j, As=<5.1,
Sb=<5.1, Ba=94.9, Be=<0.25, B=<12.6, Cd=<0.61,
Cl=<267, Cr=2.5, Co=8.8, Fe=20000, Mn=563, Mo=<2.5,
Ni=1 j, Se=<5.1, Sr=18.5, SO4=<267, Tl=<5.1, V=35.5
AB-21D (3-5): Ash: pH=7.1, As=30, Sb=<3.9, Ba=199,
Be=2.8, B=23.5, Cd=<0.47, Cl=<396, Cr=16.3, Co=9.4,
Fe=5000, Mn=32.5, Mo=<3.9, Ni=17.8, Se=9.2,
Sr=136, SO4=<396, Tl=<7.8, V=45
AB-21D (23.5-25): Ash: pH=8, As=26.7, Sb=<4.3,
Ba=318, Be=3.1, B=31.7, Cd=<0.52, Cl=<427, Cr=17.1,
Co=9.5, Fe=6400, Mn=43.3, Mo=<4.3, Ni=17.8,
Se=5.4, Sr=136, SO4=<427, Tl=<8.7, V=41.4
AB-21D (43.5-50): Ash: pH=7.9, As=52.6, Sb=<4.5,
Ba=290, Be=3.4, B=46.9, Cd=<0.54, Cl=<439, Cr=22.4,
Co=13, Fe=6370, Mn=43.2, Mo=4.1 j, Ni=24.4, Se=6.2,
Sr=200, SO4=<439, Tl=<8.9, V=57.8
AB-21D (58.5-60): Surficial: pH=6.2, As=<3.7, Sb=<3.7,
Ba=108, Be=0.41, B=20, Cd=<0.45, Cl=<369, Cr=7.3,
Co=10.9, Fe=19200, Mn=524, Mo=<3.7, Ni=9, Se=<3.7,
Sr=19.5, SO4=<369, Tl=<3.7, V=50.8
AB-21D (64-65.5): Surficial: pH=6.8, As=<3.6, Sb=<3.6,
Ba=83.7, Be=0.38, B=<18.1, Cd=<0.43, Cl=<349,
Cr=4.7, Co=6.1, Fe=16700, Mn=468, Mo=<3.6, Ni=4.6,
Se=<3.6, Sr=14.6, SO4=<349, Tl=<3.6, V=42.7
AB-22D (13-14.5): Surficial: pH=7.0 j, As=<8.1, Sb=<8.1,
Ba=106, Be=<0.4, B=<20.2, Cd=<0.97, Cl=<405,
Cr=6.6, Co=6.4 j, Fe=29700, Mn=332, Mo=<4, Ni=3.5,
Se=<8.1, Sr=2.7 j, SO4=<405, Tl=<8.1, V=85.1
AB-22D (33-34.5): Surficial: pH=5.7 j, As=<9.3, Sb=<9.3,
Ba=160, Be=0.34 j, B=<23.3, Cd=<1.1, Cl=<464,
Cr=12.5, Co=16.5, Fe=34800, Mn=1600, Mo=<4.7,
Ni=9, Se=<9.3, Sr=7.1, SO4=<464, Tl=<9.3, V=93.3
AB-22D (60-62): Surficial: pH=NA, As=NA, Sb=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=NA
AB-23BRU (3-5): Ash: pH=6.9, As=35.7, Sb=<3.8,
Ba=442, Be=3, B=23.6, Cd=<0.46, Cl=<376, Cr=14.7,
Co=12.8, Fe=4510, Mn=39, Mo=1.4, Ni=18.4, Se=4.2,
Sr=176, SO4=<376, Tl=<3.8, V=58.4
AB-23BRU (18.5-20): Ash: pH=8, As=42.7, Sb=<3.3,
Ba=181, Be=1.4, B=12.7, Cd=0.22 j, Cl=<317, Cr=10.7,
Co=5.2, Fe=3580, Mn=28.8, Mo=1.1, Ni=9, Se=<3.3,
Sr=155, SO4=<317, Tl=<3.3, V=36.2
AB-23BRU (28.5-30): Surficial: pH=7, As=5.8, Sb=<3.6,
Ba=192, Be=0.46, B=27, Cd=<0.43, Cl=<337, Cr=3.8,
Co=15, Fe=22500, Mn=708, Mo=<0.72, Ni=3.2, Se=1.9
j, Sr=19.1, SO4=<337, Tl=<3.6, V=64.8
AB-23BRU (33.5-35): Surficial: pH=8.4, As=2.3 j,
Sb=<3.4, Ba=151, Be=0.3 j, B=26.7, Cd=<0.41,
Cl=<337, Cr=2, Co=8.4, Fe=19500, Mn=435, Mo=<0.68,
Ni=2, Se=2.4 j, Sr=2.9, SO4=<337, Tl=<3.4, V=72.5
AB-24D (3-5): Ash: pH=7.6, As=48.9, Sb=<3.6, Ba=218,
Be=2.4, B=24.7, Cd=0.26 j, Cl=<354, Cr=14.9,
Co=11.9, Fe=5210, Mn=40.9, Mo=1.8, Ni=16.6,
Se=6.1, Sr=134, SO4=312 j, Tl=<3.6, V=59.9
AB-24D (20-21.5): Ash: pH=7.6, As=53.2, Sb=<4,
Ba=329, Be=3, B=31.8, Cd=<0.48, Cl=<379, Cr=15.4,
Co=12.6, Fe=5320, Mn=35.3, Mo=1.6, Ni=18.8,
Se=4.2, Sr=133, SO4=<379, Tl=<4, V=56.1
AB-24D (24-25.5): Ash: pH=7.8, As=47, Sb=<3.4,
Ba=273, Be=1.7, B=17.6, Cd=0.96, Cl=<353, Cr=15,
Co=7.2, Fe=5590, Mn=51.3, Mo=1.3, Ni=12.5, Se=2.9 j,
Sr=176, SO4=<353, Tl=<3.4, V=43.3
AB-24D (45-46.5): Surficial: pH=5.3, As=<3.3, Sb=<3.3,
Ba=42.2, Be=0.16, B=12.6, Cd=<0.39, Cl=<323, Cr=4.3,
Co=2.7 j, Fe=15900, Mn=53, Mo=<0.66, Ni=2.1,
Se=<3.3, Sr=4.8, SO4=<323, Tl=<3.3, V=58.6
AB-24D (55-56.5): Surficial: pH=6.7, As=<3.3, Sb=<3.3,
Ba=106, Be=0.54, B=11.7, Cd=<0.4, Cl=<337, Cr=3.1,
Co=8.9, Fe=15400, Mn=596, Mo=<0.67, Ni=14,
Se=<3.3, Sr=23.7, SO4=<337, Tl=<3.3, V=50.3
AB-25BR (143-143): Bedrock: pH=8.1 j, As=<5.6,
Sb=<5.6, Ba=318, Be=0.23 j, B=<14, Cd=<0.67,
Cl=<266, Cr=22.5, Co=26.4, Fe=20500, Mn=2360,
Mo=<2.8, Ni=35, Se=<5.6, Sr=53.1, SO4=<266,
Tl=<5.6, V=44.2
AB-25BRU (52.3-53.7): Surficial: pH=6.8 j, As=3.2,
Sb=<3.1, Ba=1420, Be=1.3, B=<62.3, Cd=1.2, Cl=<308,
Cr=11.7, Co=931, Fe=24300, Mn=19500, Mo=22.7,
Ni=27.5, Se=5, Sr=34.5, SO4=<308, Tl=<3.1, V=69.9
AB-25BRU (62.3-63.7): Surficial: pH=5.6 j, As=<3.5,
Sb=<3.5, Ba=237, Be=0.82, B=<17.7, Cd=<0.43, Cl=<341,
Cr=2.7, Co=10.9, Fe=15900, Mn=573, Mo=<0.71, Ni=2.8,
Se=2.5 j, Sr=12.6, SO4=<341, Tl=<3.5, V=42.9
AB-25SL (3-4.5): Ash: pH=7.9 j, As=32.3, Sb=<3.4,
Ba=219, Be=2.1, B=14.8, Cd=<0.4, Cl=<327, Cr=11.4,
Co=9.4, Fe=4930, Mn=43.6, Mo=1.3, Ni=13.1,
Se=10.6, Sr=108, SO4=186 j, Tl=<3.4, V=47.2
AB-25SL (13-14.5): Ash: pH=7.9 j, As=23.3, Sb=<3.8,
Ba=261, Be=1.6, B=14.7, Cd=<0.46, Cl=<399, Cr=10.7,
Co=7.2, Fe=5150, Mn=48.6, Mo=1.7, Ni=11, Se=8.7,
Sr=90.3, SO4=211 j, Tl=<3.8, V=35.1
AB-25SL (38-44.5): Ash: pH=8.4 j, As=25.9, Sb=<3.4,
Ba=258, Be=0.9, B=7.9, Cd=<0.41, Cl=<330, Cr=8,
Co=5.2, Fe=8430, Mn=98.9, Mo=1.2, Ni=7.4, Se=<3.4,
Sr=113, SO4=<330, Tl=<3.4, V=27.4
AB-26D (13.5-15): Surficial: pH=5.5 j, As=<6.4, Sb=<6.4,
Ba=46.4, Be=<0.32, B=<16, Cd=<0.77, Cl=<320,
Cr=15.9, Co=14.9, Fe=33800, Mn=800, Mo=<3.2,
Ni=4.8, Se=<6.4, Sr=2 j, SO4=<320, Tl=<6.4, V=76.5
AB-26D (33.5-35): Surficial: pH=5.6 j, As=<6.2, Sb=<6.2,
Ba=180 j, Be=0.35, B=<15.5, Cd=<0.74, Cl=<322,
Cr=7.4 j, Co=14.2, Fe=28100, Mn=890 j, Mo=<3.1,
Ni=5.1, Se=<6.2, Sr=2.4 j, SO4=<322, Tl=<6.2, V=69.8
AB-26D (95-105): Surficial: pH=NA, As=NA, Sb=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=NA
AB-27D (3-5): Ash: pH=7.3, As=58.3, Sb=<10.5,
Ba=415, Be=3.2, B=14.6 j, Cd=<1.3, Cl=<521, Cr=29.6,
Co=13.4, Fe=15900, Mn=90.4, Mo=3.1 j, Ni=35.4,
Se=<10.5, Sr=350, SO4=<521, Tl=<10.5, V=124
AB-27D (8.5-10): Surficial: pH=5.3, As=<6.4, Sb=<6.4,
Ba=47.3, Be=0.52, B=<16.1, Cd=<0.77, Cl=<325,
Cr=13.9, Co=5 j, Fe=43900, Mn=280, Mo=<3.2, Ni=2.5,
Se=<6.4, Sr=4, SO4=<325, Tl=<6.4, V=101
AB-27D (18.5-20): Surficial: pH=5.6, As=<6.8, Sb=<6.8,
Ba=160, Be=0.61, B=<17, Cd=<0.82, Cl=<346,
Cr=10.6, Co=14.9, Fe=41500, Mn=658, Mo=<3.4,
Ni=6.8, Se=<6.8, Sr=5.8, SO4=<346, Tl=<6.8, V=104
AB-27D (23.5-25): Surficial: pH=5.3, As=<7, Sb=<7,
Ba=33.7 j+, Be=0.21, B=<17.6, Cd=<0.85, Cl=<341,
Cr=24.2, Co=4.8 j, Fe=43500 j-, Mn=203 j+, Mo=<0.7,
Ni=2.3, Se=<7, Sr=2.2, SO4=<341, Tl=<7, V=100
AB-27D (28.5-30.5): Surficial: pH=NA, As=NA, Sb=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=NA
AB-28D (3-5): Ash: pH=7.7 j, As=33.5, Sb=<7.1,
Ba=200, Be=2.3, B=17.8, Cd=<0.85, Cl=<356,
Cr=15.6, Co=9.7, Fe=11800, Mn=84.7, Mo=<3.5,
Ni=15.6, Se=<7.1, Sr=132, SO4=239 j, Tl=<7.1, V=63.9
AB-28D (14-15.5): Surficial: pH=6.8 j, As=<6.8, Sb=<6.8,
Ba=76.3, Be=0.36, B=<16.9, Cd=<0.81, Cl=<323,
Cr=16, Co=6 j, Fe=39100, Mn=275, Mo=<3.4, Ni=2.2,
Se=<6.8, Sr=21.6, SO4=<323, Tl=<6.8, V=85
AB-28D (59.9-60.5): Surficial: pH=5.9 j, As=<7.4, Sb=<7.4,
Ba=119, Be=0.64, B=<18.4, Cd=<0.88, Cl=<369,
Cr=47.7, Co=10.1, Fe=21400, Mn=290, Mo=<3.7,
Ni=17.2, Se=<7.4, Sr=37.2, SO4=<369, Tl=<7.4, V=28.6
AB-28D (69-70.5): Surficial: pH=6.5 j, As=<6.7, Sb=<6.7,
Ba=138, Be=0.3 j, B=<16.7, Cd=<0.8, Cl=<321, Cr=4.4,
Co=9.7, Fe=18900, Mn=228, Mo=<3.3, Ni=3.5,
Se=<6.7, Sr=16.7, SO4=<321, Tl=<6.7, V=38.3
AB-29D (5-6.5): Ash: pH=6.4 j, As=18.7, Sb=<7.8,
Ba=159, Be=0.91, B=<19.6, Cd=<0.94, Cl=<377,
Cr=13.1, Co=8.1, Fe=18100, Mn=249, Mo=<3.9,
Ni=8.5, Se=4.5 j, Sr=52, SO4=<377, Tl=<7.8, V=49.8
AB-29D (20-21.5): Ash: pH=8.1 j, As=41.3, Sb=<7.7,
Ba=289, Be=1.7, B=15.3 j, Cd=<0.92, Cl=<379,
Cr=16.7, Co=5.4 j, Fe=6400, Mn=58.1, Mo=<3.9,
Ni=10.7, Se=4.5 j, Sr=187, SO4=<379, Tl=<7.7, V=31.9
AB-29D (45-46.5): Ash: pH=9.1 j, As=105, Sb=<7.4,
Ba=784, Be=4.3, B=46.3, Cd=0.64 j, Cl=<376, Cr=32.6,
Co=16.9, Fe=18600, Mn=156, Mo=2.6 j, Ni=26.2,
Se=11.9, Sr=634, SO4=395, Tl=<7.4, V=101
AB-29D (45-46.5): Ash: pH=9.1 j, As=105, Sb=<7.4,
Ba=784, Be=4.3, B=46.3, Cd=0.64 j, Cl=<376, Cr=32.6,
Co=16.9, Fe=18600, Mn=156, Mo=2.6 j, Ni=26.2,
Se=11.9, Sr=634, SO4=395, Tl=<7.4, V=101
AB-29D (60-66.5): Ash: pH=NA, As=11.3, Sb=<5.9,
Ba=173, Be=0.72, B=23.5 j+, Cd=<0.71, Cl=<6.1,
Cr=5.8, Co=7.8, Fe=16600, Mn=491 j+, Mo=<2.9,
Ni=6.1, Se=<5.9, Sr=75, SO4=<300, Tl=<5.9, V=41.4
AB-30D (3-5): Ash: pH=7.5, As=<2.7, Sb=<2.7, Ba=146,
Be=<0.27, B=19.5, Cd=<0.32, Cl=<266, Cr=17.7,
Co=11.9, Fe=17000, Mn=182, Mo=<2.7, Ni=21,
Se=<2.7, Sr=54.8, SO4=1070, Tl=<2.7, V=45
AB-30D (24-25.5): Ash: pH=7.5, As=41.2, Sb=<3.8,
Ba=387, Be=2.7, B=26.9, Cd=<0.45, Cl=<360, Cr=26.5,
Co=7.4, Fe=10600, Mn=141, Mo=<3.8, Ni=16.5,
Se=5.2, Sr=218, SO4=<360, Tl=<3.8, V=52.7
AB-30D (34-35.5): Ash: pH=7.4, As=<6.9, Sb=<3.5,
Ba=117, Be=0.52, B=40.1, Cd=<0.42, Cl=<336, Cr=9.2,
Co=10.7, Fe=37400, Mn=527, Mo=<3.5, Ni=6.6,
Se=<6.9, Sr=14, SO4=<336, Tl=<3.5, V=91.1
AB-30D (39-40.5): Ash: pH=6.1, As=<3, Sb=<3, Ba=158,
Be=0.53, B=23.2, Cd=<0.37, Cl=<317, Cr=3.9, Co=12.6,
Fe=19800, Mn=784, Mo=<3, Ni=6.8, Se=<3, Sr=10.5,
SO4=<317, Tl=<6.1, V=49.7
AB-31D (13.5-15): Surficial: pH=NA, As=<5.9, Sb=<5.9,
Ba=60.1, Be=0.26 j, B=37, Cd=<0.71, Cl=<292,
Cr=12.7, Co=8.7, Fe=47600, Mn=350 j+, Mo=<3,
Ni=2.6, Se=<5.9, Sr=3.5, SO4=170 j, Tl=<5.9, V=67.8
AB-31D (33.5-35): Surficial: pH=NA, As=<6.6, Sb=<6.6,
Ba=69.9, Be=0.44, B=13.7 j, Cd=<0.79, Cl=<337, Cr=13,
Co=14.6, Fe=15400, Mn=297 j+, Mo=<3.3, Ni=4.9,
Se=<6.6, Sr=3.1 j, SO4=<337, Tl=<6.6, V=42.5
AB-32S (13.5-15): Surficial: pH=6.5 j, As=3.4 j+, Sb=<6.4,
Ba=117, Be=0.96, B=23.7 j+, Cd=<0.76, Cl=<301,
Cr=17.2, Co=56.8, Fe=34300, Mn=952, Mo=<3.2, Ni=6,
Se=<6.4, Sr=5.6, SO4=<301, Tl=<6.4, V=80.7
AB-32S (33.5-35): Surficial: pH=6.1 j, As=<30.7, Sb=<6.1,
Ba=97.9, Be=0.66, B=20 j+, Cd=<0.74, Cl=<297,
Cr=14.5, Co=82.3, Fe=26800, Mn=822, Mo=<3.1,
Ni=10.4, Se=<6.1, Sr=4.2, SO4=<297, Tl=<6.1, V=77.8
AB-32S (50-55): Surficial: pH=NA, As=NA, Sb=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=NA
AB-33D (3-5): Ash: pH=6.6 j, As=45.7, Sb=<7.6, Ba=292,
Be=2.6, B=21.1 j+, Cd=<0.91, Cl=<375, Cr=18.1,
Co=8.7, Fe=9060, Mn=56.8, Mo=<3.8, Ni=19.2,
Se=<7.6, Sr=214, SO4=<375, Tl=<7.6, V=51
AB-33D (8.5-20): Ash: pH=6.1 j, As=10.9, Sb=<7.3,
Ba=159, Be=0.64, B=17.1 j+, Cd=<0.88, Cl=<359,
Cr=13, Co=<7.3, Fe=18900, Mn=211, Mo=<3.7, Ni=6.3,
Se=<7.3, Sr=50.8, SO4=333 j, Tl=<7.3, V=29.2
AB-33D (23.5-25): Ash: pH=6.5 j, As=<6.7, Sb=<6.7,
Ba=159, Be=0.31 j, B=28.1 j+, Cd=<0.8, Cl=<332,
Cr=6.8, Co=7.6, Fe=35300, Mn=436, Mo=<3.3, Ni=8.5,
Se=<6.7, Sr=45.4, SO4=207 j, Tl=<6.7, V=76.7
AB-33D (28.5-30): Ash: pH=6.3 j, As=<7.7, Sb=<7.7,
Ba=120, Be=0.39, B=25.2 j+, Cd=<0.92, Cl=<376,
Cr=4.4, Co=7.1 j, Fe=32400, Mn=398, Mo=<3.8, Ni=5.9,
Se=<7.7, Sr=48.7, SO4=238 j, Tl=<7.7, V=74.2
AB-34D (3-5): Ash: pH=5.4, As=25.1, Sb=<2.8, Ba=157,
Be=1.1, B=17, Cd=<0.34, Cl=<282, Cr=9.7, Co=3.9,
Fe=8430, Mn=63.2, Mo=1.1, Ni=8.2, Se=4.9, Sr=108,
SO4=3220, Tl=<2.8, V=33.8
AB-34D (14-14): Surficial: pH=6.8, As=39.8, Sb=<3.5,
Ba=220, Be=1.7, B=18.5, Cd=<0.41, Cl=<349, Cr=14.9,
Co=5.8, Fe=5090, Mn=58.1, Mo=0.6 j, Ni=10.4, Se=3.7,
Sr=101, SO4=193 j, Tl=<3.5, V=39.9
AB-34D (34-34): Surficial: pH=4.2, As=<3.5, Sb=<3.5,
Ba=105, Be=0.36 j, B=17.9 j, Cd=<0.41, Cl=<339,
Cr=2.4 j, Co=18.4, Fe=11100, Mn=1150, Mo=<6.9,
Ni=7.1, Se=<3.5, Sr=2.8, SO4=255 j, Tl=<3.5, V=37.2
AB-34D (44-44): Surficial: pH=5.3, As=<3.4, Sb=<3.4,
Ba=206, Be=0.62, B=19.6 j, Cd=<0.41, Cl=<339,
Cr=13.6, Co=12, Fe=13100, Mn=888, Mo=<6.8, Ni=9.9,
Se=<3.4, Sr=13.2, SO4=<339, Tl=<3.4, V=42.7
AB-35BR (185-185): Bedrock: pH=8, As=1.5 j,
Sb=<2.5, Ba=14.1, Be=0.071, B=2 j, Cd=<0.31,
Cl=<260, Cr=0.42, Co=<2.5, Fe=2130, Mn=54.9,
Mo=<0.51, Ni=<0.25, Se=2 j, Sr=7.2, SO4=<260,
Tl=<2.5, V=2.7
AB-35D (3-5): Ash: pH=6.4 j, As=45.3, Sb=<1.3, Ba=409
j-, Be=1.7, B=9.7, Cd=<0.16, Cl=<325, Cr=8.4, Co=5.4,
Fe=4980 j+, Mn=49.5 j+, Mo=1.6, Ni=9.6, Se=14.1,
Sr=92.7, SO4=<325, Tl=<1.3, V=28.6
AB-35D (53.5-55): Ash: pH=7.6, As=14.8, Sb=<1.7,
Ba=145, Be=0.83, B=11.7, Cd=<0.2, Cl=<416, Cr=6.7,
Co=2.7, Fe=4070 j+, Mn=44.4, Mo=<0.84, Ni=5.9,
Se=2.5, Sr=72.1, SO4=<416, Tl=<1.7, V=15.2
AB-35D (63.5-65): Ash: pH=5.7, As=<1.3, Sb=<1.3,
Ba=81.4, Be=<0.39, B=24.7, Cd=<0.16, Cl=<316,
Cr=11.3, Co=5.2, Fe=40000 j+, Mn=264, Mo=<0.65,
Ni=2.5, Se=<1.3, Sr=3.5, SO4=<316, Tl=<1.3, V=88.2
AB-35D (73.5-75): Ash: pH=6.3, As=<1.2, Sb=<1.2,
Ba=105, Be=0.41, B=10.4, Cd=<0.15, Cl=<314, Cr=1.9,
Co=7.6, Fe=12600 j+, Mn=556, Mo=<0.62, Ni=3.9,
Se=<1.2, Sr=16.2, SO4=<314, Tl=<1.2, V=29.9
AB-36D (3-5): Ash: pH=5.7, As=8.7 j+, Sb=<7.2, Ba=153
j+, Be=0.37, B=<18, Cd=<0.86, Cl=<340, Cr=5.3,
Co=<7.2, Fe=11700, Mn=71.3, Mo=<3.6, Ni=5.2,
Se=<7.2, Sr=34.5, SO4=<340, Tl=<7.2, V=18.3
AB-36D (8.5-10): Ash: pH=6.5, As=5.7 j, Sb=<8.1,
Ba=105, Be=0.26 j, B=<20.2, Cd=<0.97, Cl=<400,
Cr=3.7, Co=<8.1, Fe=8100, Mn=53.9, Mo=<4, Ni=3.8,
Se=<8.1, Sr=25.5, SO4=<400, Tl=<8.1, V=13.4
AB-36D (18.5 - 20): Ash: pH=6.8, As=<6.8, Sb=<6.8,
Ba=57, Be=0.36, B=<16.9, Cd=<0.81, Cl=<336,
Cr=19.5, Co=14.1, Fe=14300, Mn=181, Mo=<3.4,
Ni=9.8, Se=<6.8, Sr=39, SO4=<336, Tl=<6.8, V=39.3
AB-36D (28.5-30): Ash: pH=7, As=<5.8, Sb=<5.8,
Ba=660, Be=0.8, B=<14.5, Cd=<0.7, Cl=<282, Cr=77,
Co=20.2, Fe=25400, Mn=548, Mo=<2.9, Ni=93.4,
Se=<5.8, Sr=88.7, SO4=<282, Tl=<5.8, V=58.6
AB-36S (23-25): Surficial: pH=NA, As=NA, Sb=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=NA
AB-37D (3-5): Ash: pH=6.1 j, As=6.6 j, Sb=<7.7, Ba=251,
Be=0.4, B=<19.4, Cd=<0.93, Cl=<393, Cr=7.5,
Co=<7.7, Fe=31400, Mn=210, Mo=<3.9, Ni=10,
Se=<7.7, Sr=35.8, SO4=<393, Tl=<7.7, V=5.2 j
AB-37D (10-11.5): Ash: pH=5.2 j, As=<6.5, Sb=<6.5,
Ba=23.6, Be=0.35, B=<16.2, Cd=<0.78, Cl=<328,
Cr=10.5, Co=9.6, Fe=11800, Mn=128, Mo=<3.2,
Ni=2.1, Se=<6.5, Sr=5.1, SO4=<328, Tl=<6.5, V=51.9
AB-37D (20-23): Surficial: pH=6.9 j, As=<6.2, Sb=<6.2,
Ba=112, Be=0.16 j, B=<15.4, Cd=<0.74, Cl=<294,
Cr=4.7, Co=5.8 j, Fe=15000, Mn=360, Mo=<3.1, Ni=3.1,
Se=<6.2, Sr=16.3, SO4=<294, Tl=<6.2, V=38.5
AB-38D (3-5): Ash: pH=6.0 j, As=11.6, Sb=<9.2, Ba=205,
Be=0.55, B=<22.9, Cd=<1.1, Cl=<441, Cr=5.7,
Co=<9.2, Fe=6820, Mn=54.5, Mo=<4.6, Ni=7, Se=<9.2,
Sr=66, SO4=<441, Tl=<9.2, V=9.4
AB-38D (9-10.5): Ash: pH=6.2 j, As=10.5, Sb=<9.4,
Ba=172, Be=0.5, B=<23.4, Cd=<1.1, Cl=<455, Cr=5.1,
Co=<9.4, Fe=4010, Mn=35.2, Mo=<4.7, Ni=4.9,
Se=<9.4, Sr=59.3, SO4=<455, Tl=<9.4, V=8 j
AB-38D (19-20.5): Ash: pH=6.3 j, As=<8, Sb=<8,
Ba=209, Be=0.45, B=<20.1, Cd=<0.96, Cl=<412,
Cr=7.4, Co=<8, Fe=12700, Mn=200, Mo=<4, Ni=<2,
Se=<8, Sr=15.6, SO4=<412, Tl=<8, V=36.7
AB-38D (24-25.5): Ash: pH=6.7 j, As=<6.9, Sb=<6.9,
Ba=172, Be=0.31 j, B=<17.3, Cd=<0.83, Cl=<335,
Cr=5.3, Co=13.9, Fe=18300, Mn=925, Mo=<3.5, Ni=6.8,
Se=<6.9, Sr=14.1, SO4=<335, Tl=<6.9, V=41.4
AB-39D (53.5-55): Surficial: pH=7.3 j, As=<7.4, Sb=<7.4,
Ba=206, Be=0.43, B=<18.5, Cd=<0.89, Cl=<365, Cr=3.5,
Co=17, Fe=27800, Mn=632, Mo=<3.7, Ni=<1.8, Se=<7.4,
Sr=31.5, SO4=<365, Tl=<7.4, V=72.8
AB-39S (4-6): Ash: pH=6, As=32.3, Sb=<7.2, Ba=272,
Be=1.4, B=<18, Cd=<0.86, Cl=<341, Cr=11.7, Co=10.2,
Fe=17700, Mn=205, Mo=<3.6, Ni=10.8, Se=9.4,
Sr=68.6, SO4=<341, Tl=<7.2, V=58.2
AB-39S (40-40): Ash: pH=7.6, As=28, Sb=<6.8, Ba=200,
Be=1.1, B=<17, Cd=<0.81, Cl=<332, Cr=11.5, Co=3.8 j,
Fe=7600, Mn=45.8, Mo=<3.4, Ni=8.1, Se=4.4 j,
Sr=76.5, SO4=216 j, Tl=<6.8, V=25.7
AB-39S (45-45): Surficial: pH=8, As=66.4, Sb=<8.3,
Ba=420, Be=2.6, B=17 j, Cd=<0.99, Cl=<431, Cr=25.7,
Co=9.5, Fe=13100, Mn=89.4, Mo=<4.2, Ni=17.4,
Se=5.7 j, Sr=269, SO4=<431, Tl=<8.3, V=57.8
BG-1D (1-2): Surficial: pH=5.8, As=<6.3, Sb=<6.3,
Ba=20.5, Be=<0.32, B=<15.8, Cd=<0.76, Cl=<305,
Cr=15.2, Co=13.3, Fe=35100, Mn=340, Mo=<3.2,
Ni=2.2, Se=<6.3, Sr=3.3, SO4=<305, Tl=<6.3, V=78.1
BG-1D (9-10.5): Surficial: pH=5.5, As=<6.8, Sb=<6.8,
Ba=42.8, Be=0.61, B=<16.9, Cd=<0.81, Cl=<357,
Cr=4.6, Co=<6.8, Fe=53600, Mn=293, Mo=<3.4,
Ni=<1.7, Se=<6.8, Sr=<3.4, SO4=<357, Tl=<6.8, V=143
BG-1D (19-20.5): Surficial: pH=5.3, As=<6.2, Sb=<6.2,
Ba=46.2, Be=0.36, B=<15.5, Cd=<0.74, Cl=<304,
Cr=14.7, Co=14.5, Fe=27600, Mn=436, Mo=<3.1,
Ni=1.8, Se=<6.2, Sr=<3.1, SO4=<304, Tl=<6.2, V=68.1
BG-1D (45-50): Surficial: pH=5.7 j, As=<7.6, Sb=<7.6,
Ba=203, Be=0.91, B=23.4 j+, Cd=<0.92, Cl=<363,
Cr=6.2, Co=18.7, Fe=33600, Mn=1060, Mo=<3.8,
Ni=5.3, Se=<7.6, Sr=10.1, SO4=<363, Tl=<7.6, V=79.3
BG-1D (56-57): Surficial: pH=6.2 j, As=<7.2, Sb=<7.2,
Ba=219 j+, Be=1.6, B=48.2 j-, Cd=<0.86, Cl=<363,
Cr=5.6 j-, Co=28.7 j-, Fe=51900 j-, Mn=805 j+, Mo=<3.6,
Ni=12, Se=4.3 j+, Sr=27.4, SO4=<363, Tl=<7.2, V=116 j+
BG-1D (84-85.5): Surficial: pH=6.3, As=<6.1, Sb=<6.1,
Ba=269, Be=1, B=<15.4, Cd=<0.74, Cl=<308, Cr=19.9,
Co=17, Fe=35600, Mn=537, Mo=<3.1, Ni=16.8,
Se=<6.1, Sr=62.8, SO4=<308, Tl=<6.1, V=68.1
BG-2D (1-2.5): Surficial: pH=5 j, As=<8.7, Sb=<8.7,
Ba=216, Be=0.38 j, B=<21.8, Cd=<1, Cl=<423, Cr=6.7,
Co=5.6 j, Fe=51300, Mn=627, Mo=<4.4, Ni=<2.2,
Se=<6.5, Sr=3.9 j, SO4=<423, Tl=<8.7, V=81.6
BG-2D (8.5-10): Surficial: pH=5.4 j, As=<6.4, Sb=<6.4,
Ba=208, Be=0.35, B=<16.1, Cd=<0.77, Cl=<315,
Cr=3.1, Co=9.7, Fe=23100, Mn=587, Mo=<3.2, Ni=1.4
j, Se=<4.8, Sr=5.5, SO4=<315, Tl=<6.4, V=49
BG-2D (18-20): Surficial: pH=6 j, As=<7, Sb=<7, Ba=233,
Be=0.95, B=<17.6, Cd=<0.84, Cl=<336, Cr=2.7,
Co=19.4, Fe=32400, Mn=1340, Mo=<3.5, Ni=<1.8,
Se=<5.3, Sr=16.7, SO4=<336, Tl=<7, V=77.5
BG-2D (48.5-50): Surficial: pH=6.5 j, As=<6.4, Sb=<6.4,
Ba=141, Be=0.34, B=<16.1, Cd=<0.77, Cl=<304,
Cr=<1.6, Co=10, Fe=16300, Mn=426, Mo=<3.2,
Ni=<1.6, Se=<4.8, Sr=21.3, SO4=<304, Tl=<6.4, V=36.8
BG-2D (111-112): Bedrock: pH=NA, As=<5.2, Sb=<5.2,
Ba=176, Be=<0.26, B=14.4, Cd=<0.63, Cl=NA, Cr=2.8,
Co=15.6, Fe=19000, Mn=339, Mo=<2.6, Ni=3.8,
Se=<5.2, Sr=16.5, SO4=NA, Tl=<5.2, V=47.8
BG-2S (48.5-50): Surficial: pH=6.5 j, As=<6.1, Sb=<6.1,
Ba=161, Be=0.36, B=<15.1, Cd=<0.73, Cl=<294,
Cr=1.9, Co=6.6, Fe=18200, Mn=574, Mo=<3, Ni=1.7,
Se=<4.5, Sr=21.3, SO4=<294, Tl=<6.1, V=32.3
BG-2S (58.5-60): Surficial: pH=6.8 j, As=<7.3, Sb=<7.3,
Ba=118, Be=0.43, B=<18.3, Cd=<0.88, Cl=<352,
Cr=43.9, Co=18.3, Fe=25800, Mn=468, Mo=<3.7,
Ni=25.1, Se=<5.5, Sr=40.5, SO4=<352, Tl=<7.3, V=49.2
BG-2S (66-68): Surficial: pH=6.5 j, As=<6.4, Sb=<6.4,
Ba=146, Be=0.58, B=<16.1, Cd=<0.77, Cl=<312,
Cr=58.1, Co=20.5, Fe=31400, Mn=522, Mo=<3.2,
Ni=29.2, Se=<4.8, Sr=50, SO4=<312, Tl=<6.4, V=59.1
BG-3D (1-2.5): Surficial: pH=5.1 j, As=<3.4, Sb=<1.4,
Ba=229, Be=0.85, B=<17.2, Cd=0.11 j, Cl=<345,
Cr=30.9, Co=19.8, Fe=24900, Mn=712, Mo=<3.4,
Ni=53.5, Se=2.3 j, Sr=12, SO4=<345, Tl=<1.4, V=48.5
BG-3D (13.5-15): Surficial: pH=5.4 j, As=<3, Sb=<1.2,
Ba=109, Be=<0.36, B=<3, Cd=0.35, Cl=<311, Cr=1.7,
Co=28.5, Fe=13600, Mn=962, Mo=<0.6, Ni=2.1,
Se=<3, Sr=1.5, SO4=<311, Tl=<1.2, V=40.9
BG-3D (18.5-20): Surficial: pH=6.9 j, As=<1.2, Sb=<1.2,
Ba=26.3, Be=0.071 j, B=<3, Cd=<0.14, Cl=<291,
Cr=7.6, Co=3.9, Fe=6400, Mn=172, Mo=0.69, Ni=0.78,
Se=<1.2, Sr=1.3, SO4=<291, Tl=<1.2, V=15.3
BG-3D (62-64): Surficial: pH=6.4 j, As=<3, Sb=<3,
Ba=168, Be=0.26 j, B=13.4, Cd=<0.36, Cl=<295, Cr=1,
Co=8.8, Fe=17800, Mn=524, Mo=<0.6, Ni=1.8, Se=<3,
Sr=15.5, SO4=<295, Tl=<3, V=45.9
BG-3D (78.5-80): Surficial: pH=6.6 j, As=<3.4, Sb=<3.4,
Ba=146, Be=0.3 j, B=14.6, Cd=<0.4, Cl=<326, Cr=1.5,
Co=8.2, Fe=17200, Mn=397, Mo=<0.67, Ni=2.2,
Se=<3.4, Sr=18.3, SO4=<326, Tl=<3.4, V=54
BG-3D (83-85): Surficial: pH=7.5 j, As=0.68 j, Sb=<1.2,
Ba=130j, Be=0.16, B=<2.9, Cd=<0.14, Cl=<297, Cr=1.6,
Co=6.7, Fe=12300, Mn=376 j, Mo=<0.59, Ni=0.93,
Se=<1.2, Sr=17.3, SO4=<297, Tl=<1.2, V=34.5j
BGSB-BG-1 (4-5): Surficial: pH=5.46, As=1.9 B,
Sb=<0.53, Ba=18, Be=0.61, B=<2.8, Cd=<0.027,
Cl=<12, Cr=8.7, Co=1.9, Fe=41000, Mn=170, Mo=<2.2,
Ni=4.4, Se=0.59 j, Sr=1 j, SO4=<12, Tl=0.14, V=91
BGSB-BG-1 (14-15): Surficial: pH=5.28, As=1 B,
Sb=<0.57, Ba=89, Be=0.97, B=<2.5, Cd=0.064, Cl=<12,
Cr=3.4, Co=43, Fe=20000, Mn=740, Mo=<2, Ni=3.7,
Se=0.34 j, Sr=1.4, SO4=<12, Tl=0.43, V=73
BGSB-BG-1 (24-25): Surficial: pH=5.99, As=0.94 B,
Sb=<0.59, Ba=180, Be=1.8, B=<6.8, Cd=0.038, Cl=<14,
Cr=17, Co=53, Fe=58000, Mn=1700, Mo=<5.4, Ni=22,
Se=0.49 j, Sr=1.5 j, SO4=<14, Tl=0.31, V=130
BGSB-BG-2 (4-5): Surficial: pH=5.36, As=1.5 B,M, Sb=0.12
j,M, Ba=120, Be=0.91 M, B=<3.2 M, Cd=<0.031, Cl=7 j,
Cr=6.9, Co=8.8, Fe=40000 M, Mn=400, Mo=<2.5 M,
Ni=5.9, Se=0.5 j, Sr=6.2, SO4=<13 M, Tl=0.26, V=93 M
BGSB-BG-2 (14-15): Surficial: pH=5.36, As=0.7 B,
Sb=0.25 j, Ba=190, Be=0.55, B=<2.9, Cd=<0.026,
Cl=2.5 j, Cr=2.8, Co=13, Fe=20000, Mn=620, Mo=<2.3,
Ni=2.7, Se=<1.4, Sr=9, SO4=<12 M, Tl=0.27, V=57
BGSB-BG-2 (24-25): Surficial: pH=5.21, As=0.78 B,
Sb=<0.56, Ba=190, Be=1.1, B=<2.8, Cd=0.02 j, Cl=4.6 j,
Cr=2.6, Co=12, Fe=18000, Mn=570, Mo=<2.3, Ni=2.7,
Se=<1.5, Sr=14, SO4=<12, Tl=0.29, V=72
BGSB-BG-3 (4-5): Surficial: pH=5.07, As=1.7 B, Sb=<0.61,
Ba=180, Be=1.9, B=<17, Cd=0.045, Cl=<14, Cr=71,
Co=59, Fe=52000, Mn=1200, Mo=<14, Ni=67, Se=0.6 j,
Sr=6.2 j, SO4=<14, Tl=0.33, V=88
BGSB-BG-3 (24-25): Surficial: pH=5.33, As=0.9 B,
Sb=<0.55, Ba=120, Be=0.81, B=<2.8, Cd=<0.028,
Cl=<12, Cr=2.3, Co=17, Fe=17000, Mn=400, Mo=<2.2,
Ni=2.6, Se=0.34 j, Sr=2.9, SO4=<12, Tl=0.3, V=66
BGSB-BG-3 (34-35): Surficial: pH=5.82, As=0.96 B,
Sb=<0.56, Ba=180, Be=0.9, B=<5.6, Cd=0.036, Cl=<11,
Cr=2.3, Co=11, Fe=18000, Mn=820, Mo=<4.5, Ni=1.9 j,
Se=0.3 j, Sr=17, SO4=<11, Tl=0.21, V=67
BGSB-GWA-23 (4-5): Surficial: pH=4.82, As=1.9 B,
Sb=<0.54, Ba=22, Be=0.54, B=<2.7, Cd=<0.027,
Cl=<13, Cr=7.1, Co=1.9, Fe=26000, Mn=110, Mo=<2.2,
Ni=3.5, Se=0.5 j, Sr=0.81 j, SO4=<13, Tl=0.14, V=77
BGSB-GWA-23 (14-15): Surficial: pH=5.17, As=1.1 B,
Sb=<0.67, Ba=76, Be=0.9, B=<2.7, Cd=<0.033, Cl=<14,
Cr=1.3, Co=28, Fe=13000, Mn=410, Mo=<2.2, Ni=4.3,
Se=<1.7, Sr=0.67 j, SO4=<14, Tl=0.19, V=54
BGSB-GWA-23 (21-22): Surficial: pH=5.29, As=0.82 B,
Sb=<0.6, Ba=100, Be=0.85, B=<6.1, Cd=<0.03, Cl=<13,
Cr=2.5, Co=12, Fe=18000, Mn=590, Mo=<4.9, Ni=2.5 j,
Se=0.35 j, Sr=0.99 j, SO4=<13, Tl=0.28, V=53
GWA-1D (8.5-10): Surficial: pH=5.5 j, As=<6.7, Sb=<6.7,
Ba=37.5, Be=0.3 j, B=<16.7, Cd=<0.8, Cl=<328,
Cr=21.7, Co=<6.7, Fe=40100, Mn=186, Mo=<3.3,
Ni=<1.7, Se=3.4 j, Sr=<3.3, SO4=<328, Tl=<6.7, V=104
GWA-1D (13.5-15): Surficial: pH=5.3 j, As=<8.8, Sb=<8.8,
Ba=126, Be=0.74, B=<21.9, Cd=<1.1, Cl=<415, Cr=10.2,
Co=7.4 j, Fe=37300, Mn=410, Mo=<4.4, Ni=2.5, Se=3.5
j, Sr=<4.4, SO4=<415, Tl=<8.8, V=136
GWA-1D (68.5-70): Bedrock: pH=7.0 j, As=<6.9, Sb=<6.9,
Ba=158, Be=0.39, B=<17.3, Cd=<0.83, Cl=<337,
Cr=18.3, Co=8.9, Fe=16400, Mn=551, Mo=<3.5,
Ni=12.3, Se=<5.2, Sr=18.1, SO4=<337, Tl=<6.9, V=40.7
GWA-1D (81-82): Bedrock: pH=NA, As=<5.4, Sb=<5.4,
Ba=115, Be=<0.27, B=13.9, Cd=<0.65, Cl=NA, Cr=5,
Co=8.2, Fe=18200, Mn=412, Mo=<2.7, Ni=4.7,
Se=<5.4, Sr=15.3, SO4=NA, Tl=<5.4, V=46.3
GWA-1S (18-20): Surficial: pH=NA, As=NA, Sb=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=NA
GWA-2D (13.5-15): Surficial: pH=5.6, As=<8.1, Sb=<8.1,
Ba=246, Be=0.77, B=<20.2, Cd=<0.98, Cl=<415, Cr=7,
Co=8.2, Fe=40600, Mn=433, Mo=<4, Ni=6, Se=<8.1,
Sr=5.8, SO4=<415, Tl=<8.1, V=59.6
GWA-2D (23.5-25): Surficial: pH=5.9, As=<6.8, Sb=<6.8,
Ba=218, Be=0.74, B=<16.3, Cd=<0.81, Cl=<333, Cr=7,
Co=10, Fe=28100, Mn=482, Mo=<3.3, Ni=5.7,
Se=<6.8, Sr=10.2, SO4=<333, Tl=<6.8, V=54.7
GWA-2D (33.5-35): Surficial: pH=6.1, As=<6.3, Sb=<6.3,
Ba=222, Be=0.72, B=<15.4, Cd=<0.75, Cl=<320,
Cr=4.2, Co=10.2, Fe=23000, Mn=496, Mo=<3.1, Ni=4.5,
Se=<6.3, Sr=14.7, SO4=<320, Tl=<6.3, V=52.9
GWA-3BR (8.5-10): Surficial: pH=5.3 j, As=<7.3, Sb=<7.3,
Ba=81.4, Be=0.27 j, B=<18.3, Cd=<0.88, Cl=<360,
Cr=5.7, Co=12.7, Fe=23700, Mn=309, Mo=<3.7, Ni=2.1,
Se=<7.3, Sr=10.5, SO4=<360, Tl=<7.3, V=64.2
GWA-3BR (13.5-15): Surficial: pH=5.4 j, As=<6.5,
Sb=<6.5, Ba=69.2, Be=0.31 j, B=<16.2, Cd=<0.78,
Cl=<329, Cr=3.5, Co=7.9, Fe=18700, Mn=468, Mo=<3.2,
Ni=<1.6, Se=<6.5, Sr=9.2, SO4=<329, Tl=<6.5, V=45.3
GWA-3BR (58.5-60): Surficial: pH=6.7 j, As=<6.3, Sb=<6.3,
Ba=80.2, Be=0.19 j, B=<15.7, Cd=<0.75, Cl=<303,
Cr=1.9, Co=5.2 j, Fe=13800, Mn=451, Mo=<3.1, Ni=1.4 j,
Se=<6.3, Sr=25.8, SO4=<303, Tl=<6.3, V=30.5
GWA-3BR (147.5-147.5): Bedrock: pH=7.1 j, As=<6, Sb=<6,
Ba=32 j+, Be=<0.06, B=4.3 j+, Cd=<0.72, Cl=<299,
Cr=0.63, Co=3.9 j-, Fe=8180 j-, Mn=213 j+, Mo=<0.6,
Ni=0.8, Se=<6, Sr=6.2 j+, SO4=<299, Tl=<6, V=16.1 j+
GWA-4D (58-65): Surficial: pH=6.7 j, As=<5.8, Sb=<5.8,
Ba=112, Be=0.21 j, B=17.4, Cd=<0.7, Cl=<279, Cr=6.6,
Co=9.1, Fe=21000, Mn=531, Mo=<2.9, Ni=4.2,
Se=<5.8, Sr=26.3, SO4=<279, Tl=<5.8, V=50.4
GWA-4S (6.5-8.5): Surficial: pH=5.1 j, As=5.5 j, Sb=<6.5,
Ba=34.5, Be=0.71, B=26.7, Cd=<0.78, Cl=<323,
Cr=18.6, Co=6.2 j, Fe=44200, Mn=156, Mo=<3.3,
Ni=6.6, Se=<6.5, Sr=3 j, SO4=<323, Tl=<6.5, V=107
GWA-4S (8-10): Surficial: pH=6.0 j, As=<7.4, Sb=<7.4,
Ba=121, Be=0.43, B=19.3, Cd=<0.89, Cl=<377, Cr=14.1,
Co=9.3, Fe=24600, Mn=622, Mo=<3.7, Ni=3.8, Se=<7.4,
Sr=5.8, SO4=<377, Tl=<7.4, V=73
RAB ASH LANDFILL COMPLIANCE BOUNDARY
GWA-5D (2-4): Surficial: pH=5.7 j, As=<6.2, Sb=<6.2,
Ba=143, Be=0.75, B=<15.5, Cd=<0.74, Cl=<292,
Cr=9.5, Co=16.2, Fe=24200, Mn=578, Mo=<3.1,
Ni=6.2, Se=2.5 j, Sr=7, SO4=489, Tl=<6.2, V=70.8
GWA-5D (13.5-15): Surficial: pH=5.4 j, As=<6.4, Sb=<6.4,
Ba=49.5, Be=0.28 j, B=<16, Cd=<0.77, Cl=<302,
Cr=10.6, Co=4.7 j, Fe=25800, Mn=226, Mo=<3.2,
Ni=1.2 j, Se=<4.8, Sr=<3.2, SO4=171 j, Tl=<6.4, V=54.9
GWA-5D (83.5-85): Surficial: pH=7.1 j, As=<6.2, Sb=<6.2,
Ba=79.1, Be=<0.31, B=<15.6, Cd=<0.75, Cl=<295,
Cr=3.1, Co=5.2 j, Fe=14000, Mn=301, Mo=<3.1, Ni=1.1
j, Se=<4.7, Sr=13.7, SO4=<295, Tl=<6.2, V=33.9
GWA-5D (119-120): Bedrock: pH=NA, As=<5.3, Sb=<5.3,
Ba=169, Be=<0.27, B=17.3, Cd=<0.64, Cl=NA, Cr=1.7,
Co=12, Fe=24200, Mn=506, Mo=<2.7, Ni=1.7, Se=<5.3,
Sr=17.5, SO4=NA, Tl=<5.3, V=65
GWA-5S (24-26): Surficial: pH=NA, As=NA, Sb=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=NA
GWA-6D (28.5-30): Surficial: pH=3.6 j, As=2.1 j, Sb=<3.4,
Ba=145, Be=0.41, B=15.7, Cd=<0.4, Cl=<332, Cr=2.3,
Co=21.7, Fe=18600, Mn=1350, Mo=<0.67, Ni=6.3,
Se=1.8 j, Sr=7.9, SO4=745, Tl=<3.4, V=56.4
GWA-6D (33.5-35): Surficial: pH=3.8 j, As=3.1 j, Sb=<3.7,
Ba=155, Be=0.94, B=28.5, Cd=<0.45, Cl=<373, Cr=3.6,
Co=39.5, Fe=30700, Mn=1990, Mo=<0.75, Ni=6.5,
Se=3.2 j, Sr=9.8, SO4=1590, Tl=<3.7, V=95.3
GWA-6D (88.5-105.5): Surficial: pH=6.2 j, As=<3, Sb=<3,
Ba=176, Be=<0.36, B=14.2, Cd=<0.36, Cl=<283,
Cr=3.6, Co=8.4, Fe=17500, Mn=370, Mo=<0.59, Ni=3.8,
Se=<3, Sr=22.1, SO4=<283, Tl=<3, V=53.7
GWA-6BR (129-130): Bedrock: pH=6.8 j, As=<4.9,
Sb=<4.9, Ba=188, Be=<0.25, B=<12.4, Cd=<0.59,
Cl=<248, Cr=2.2, Co=8.9, Fe=20200, Mn=603, Mo=<2.5,
Ni=0.95 j, Se=<4.9, Sr=13.8, SO4=<248, Tl=<4.9, V=41.8
GWA-7D (22-23.5): Surficial: pH=4.7 j, As=0.69 j, Sb=<1.3,
Ba=130, Be=0.26, B=<3.3, Cd=<0.16, Cl=<332, Cr=1.1,
Co=17.4, Fe=13500, Mn=1020, Mo=<0.66, Ni=1, Se=1.1
j, Sr=1.5, SO4=<332, Tl=<1.3, V=33
GWA-7D (32-33.5): Surficial: pH=5.7 j, As=0.82 j, Sb=<1.4,
Ba=153, Be=0.28 j, B=<3.6, Cd=<0.17, Cl=<355, Cr=1.2,
Co=12.1, Fe=15500, Mn=1280, Mo=<0.71, Ni=1.2,
Se=0.85 j, Sr=2.7, SO4=<355, Tl=<1.4, V=40
GWA-7D (107-123): Surficial: pH=7.2 j, As=0.77 j,
Sb=<1.2, Ba=98.8, Be=0.19, B=<2.9, Cd=<0.14,
Cl=<288, Cr=3.4, Co=7, Fe=13400, Mn=450, Mo=<0.58,
Ni=1.2, Se=<1.2, Sr=14.3, SO4=<288, Tl=<1.2, V=35.6
GWA-8D (38.5-40): Surficial: pH=6.2, As=<3.7, Sb=<1.5,
Ba=136, Be=1.3, B=41.3, Cd=<0.18, Cl=<372, Cr=47.3,
Co=32.6, Fe=44300 j+, Mn=1190, Mo=<0.75, Ni=20.8,
Se=<3.7, Sr=<7.5, SO4=<372, Tl=<1.5, V=90
GWA-8D (48.5-50): Surficial: pH=5.9, As=<3.6, Sb=<1.5,
Ba=211, Be=1.5, B=42.5, Cd=<0.18, Cl=<375, Cr=48.8,
Co=39.8, Fe=43000 j+, Mn=1280, Mo=<7.3, Ni=50.6,
Se=<3.6, Sr=<7.3, SO4=<375, Tl=<1.5, V=89.9
GWA-8D (88.5-90): Surficial: pH=7.1, As=<1.2, Sb=<1.2,
Ba=205, Be=0.42, B=14.3, Cd=<0.14, Cl=<312,
Cr=28.7, Co=14.7, Fe=19300 j+, Mn=350, Mo=<0.6,
Ni=31, Se=<1.2, Sr=38.6, SO4=<312, Tl=<1.2, V=50.6
GWA-9S (4-6): Surficial: pH=9.1 j, As=<7.2, Sb=<7.2,
Ba=202, Be=0.53, B=<18.1, Cd=<0.87, Cl=<363,
Cr=2.6, Co=12.7, Fe=25600, Mn=652, Mo=<3.6,
Ni=2.1, Se=<7.2, Sr=17, SO4=<363, Tl=<7.2, V=63.3
GWA-9S (14-16): Surficial: pH=4.9 j, As=<7.5, Sb=<7.5,
Ba=223, Be=0.63, B=<18.7, Cd=<0.9, Cl=<365, Cr=2.7,
Co=14.2, Fe=29200, Mn=755, Mo=<3.7, Ni=1.8 j,
Se=<7.5, Sr=18.1, SO4=<365, Tl=<7.5, V=71.7
GWA-9S (72-74): Surficial: pH=6.4 j, As=<6.3, Sb=<6.3,
Ba=186, Be=0.26 j, B=<15.6, Cd=<0.75, Cl=<300,
Cr=10.2, Co=21.8, Fe=30800, Mn=1390, Mo=<3.1,
Ni=24.2, Se=<6.3, Sr=52.2, SO4=<300, Tl=<6.3, V=69.8
GWA-14D (0-2): Surficial: pH=6.8, As=<7.2, Sb=<7.2,
Ba=17.3, Be=<0.36, B=<18, Cd=<0.86, Cl=<355,
Cr=18.6, Co=<7.2, Fe=40400, Mn=186, Mo=<3.6,
Ni=4, Se=<7.2, Sr=5.1, SO4=<355, Tl=<7.2, V=101
GWA-14D (10-12): Surficial: pH=5.1, As=<9.2, Sb=<9.2,
Ba=84.3, Be=<0.46, B=<23.1, Cd=<1.1, Cl=<437,
Cr=4.9, Co=5.7 j, Fe=34700, Mn=501, Mo=<4.6,
Ni=5.1, Se=<9.2, Sr=<4.6, SO4=<437, Tl=<9.2, V=89.8
GWA-14D (18-20): Surficial: pH=5.3, As=<7.1, Sb=<7.1,
Ba=206, Be=0.39, B=<17.8, Cd=<0.85, Cl=<358,
Cr=7.6, Co=20.7, Fe=30400, Mn=454, Mo=<3.6, Ni=5,
Se=<7.1, Sr=<3.6, SO4=<358, Tl=<7.1, V=85.5
GWA-14D (28-30): Surficial: pH=5.1, As=<8.5, Sb=<8.5,
Ba=257, Be=0.49, B=<21.2, Cd=<1, Cl=<422, Cr=2.4,
Co=25.7, Fe=26400, Mn=753, Mo=<4.2, Ni=6.8,
Se=<8.5, Sr=2.2 j, SO4=<422, Tl=<8.5, V=66.4
GWA-14D (83-85): Surficial: pH=6.8, As=<7.3, Sb=<7.3,
Ba=144, Be=0.26 j, B=<18.1, Cd=<0.87, Cl=<350,
Cr=4.1, Co=7.4, Fe=18900, Mn=554, Mo=<3.6, Ni=6.5,
Se=<7.3, Sr=14.8, SO4=<350, Tl=<7.3, V=43.1
GWA-15D (1.9-2): Surficial: pH=7, As=<7.2, Sb=<7.2,
Ba=55.9, Be=<0.36, B=<18, Cd=<0.86, Cl=<374,
Cr=10.1, Co=3.8 j, Fe=22400, Mn=302, Mo=<3.6,
Ni=3.6, Se=<7.2, Sr=6.2, SO4=<374, Tl=<7.2, V=57.4
GWA-15D (9-11): Surficial: pH=6, As=<6, Sb=<6,
Ba=45.9, Be=0.78, B=<15.1, Cd=<0.72, Cl=<308,
Cr=17, Co=6.3, Fe=21400, Mn=131, Mo=<3, Ni=12.8,
Se=<6, Sr=18.6, SO4=<308, Tl=<6, V=112
GWA-15D (19-21): Surficial: pH=6.6, As=<6.8, Sb=<6.8,
Ba=124, Be=0.46, B=<17.1, Cd=<0.82, Cl=<344,
Cr=112, Co=23.4, Fe=24400, Mn=536, Mo=<3.4,
Ni=95.1, Se=<6.8, Sr=93.5, SO4=<344, Tl=<6.8, V=42.3
GWA-15D (29-31): Surficial: pH=6.8, As=<10.7, Sb=<10.7,
Ba=244, Be=0.33 j, B=<26.8, Cd=<1.3, Cl=<540, Cr=6.6,
Co=14.2, Fe=35100, Mn=1070, Mo=<5.4, Ni=10.5,
Se=<10.7, Sr=37.3, SO4=<540, Tl=<10.7, V=90.5
GWA-15D (66-68): Surficial: pH=7.5, As=<6.2, Sb=<6.2,
Ba=115, Be=<0.31, B=<15.4, Cd=<0.74, Cl=<301,
Cr=4.1, Co=7.5, Fe=19200, Mn=569, Mo=<3.1, Ni=3.6,
Se=<6.2, Sr=20.1, SO4=<301, Tl=<6.2, V=38.7
SB-1 (3-5): Surficial: pH=7.2 j, As=44.5, Sb=<1.4,
Ba=243 j-, Be=1.6, B=10.1, Cd=0.27, Cl=<357,
Cr=11.8, Co=5.2, Fe=4320 j+, Mn=41.2 j+, Mo=1.1,
Ni=9.8, Se=2, Sr=176, SO4=<357, Tl=<1.4, V=40.2
SB-1 (33.5-35): Ash: pH=7.1 j, As=22.2, Sb=<2, Ba=105
j-, Be=0.36, B=<5, Cd=<0.24, Cl=<489, Cr=3.5, Co=2.1,
Fe=4890 j+, Mn=32.4 j+, Mo=<1, Ni=4.8, Se=2.3,
Sr=39.9, SO4=<489, Tl=<2, V=9.8
SB-1 (33.5-35): Ash: pH=7.1 j, As=22.2, Sb=<2, Ba=105
j-, Be=0.36, B=<5, Cd=<0.24, Cl=<489, Cr=3.5, Co=2.1,
Fe=4890 j+, Mn=32.4 j+, Mo=<1, Ni=4.8, Se=2.3,
Sr=39.9, SO4=<489, Tl=<2, V=9.8
SB-1 (33.5-35): Ash: pH=7.1 j, As=22.2, Sb=<2, Ba=105
j-, Be=0.36, B=<5, Cd=<0.24, Cl=<489, Cr=3.5, Co=2.1,
Fe=4890 j+, Mn=32.4 j+, Mo=<1, Ni=4.8, Se=2.3,
Sr=39.9, SO4=<489, Tl=<2, V=9.8
SB-2 (18.5-20): Surficial: pH=5.5, As=<7, Sb=<3.5,
Ba=215, Be=0.61, B=40.7, Cd=<0.84, Cl=<345,
Cr=3.8, Co=30.1, Fe=39800, Mn=1640, Mo=<7, Ni=3.2
j, Se=<7, Sr=1.2, SO4=<345, Tl=<3.5, V=87.3
SB-2 (23.5-25): Surficial: pH=5.3, As=<3.2, Sb=<3.2,
Ba=119, Be=0.21 j, B=4.8, Cd=<0.38, Cl=<311, Cr=3.4,
Co=7.2, Fe=5060, Mn=455, Mo=<0.63, Ni=1.8,
Se=<3.2, Sr=3.5, SO4=<311, Tl=<3.2, V=13.2
SB-2 (33.5-35): Surficial: pH=5.6, As=<3.6, Sb=<3.6,
Ba=183, Be=2, B=78.5 j, Cd=<0.43, Cl=<357, Cr=5.2,
Co=24.6, Fe=73400, Mn=800, Mo=<3.6, Ni=28.7,
Se=<3.6, Sr=46.9, SO4=<357, Tl=<3.6, V=191
SB-3 (3-5): Ash: pH=6.9, As=44.8, Sb=<3.1, Ba=244,
Be=1.5, B=15.3, Cd=0.26 j, Cl=<306, Cr=12.9, Co=6.6,
Fe=6800, Mn=59.3, Mo=1.5, Ni=11.6, Se=3.7, Sr=158,
SO4=<306, Tl=<3.1, V=43.9
SB-3 (33.5-35): Ash: pH=7.4, As=26.8, Sb=<3.4,
Ba=275, Be=1.5, B=7.2, Cd=<0.41, Cl=<340, Cr=15.1,
Co=8, Fe=10900, Mn=115, Mo=0.73, Ni=12.3, Se=3.7,
Sr=148, SO4=<340, Tl=<3.4, V=43.6
SB-3 (43.5-45): Surficial: pH=6.3, As=8.4, Sb=<3.6,
Ba=108, Be=0.67, B=21.2 j, Cd=<0.44, Cl=<355,
Cr=7.4, Co=9.8, Fe=11700, Mn=285, Mo=<7.3, Ni=3.5 j,
Se=<3.6, Sr=22.5, SO4=<355, Tl=<3.6, V=49
SB-3 (53.5-55): Surficial: pH=7.1, As=5.7, Sb=<3.2,
Ba=105, Be=0.63, B=17.7 j, Cd=<0.4, Cl=<324,
Cr=<3.2, Co=2.7 j, Fe=15700, Mn=375, Mo=<6.5,
Ni=<3.2, Se=7, Sr=13, SO4=<324, Tl=<3.2, V=38.4
SB-4 (3-5): Ash: pH=7.2, As=30.3, Sb=<3.2, Ba=286,
Be=1.4, B=12.5, Cd=<0.38, Cl=<316, Cr=6.5, Co=5,
Fe=4600, Mn=43.6, Mo=2, Ni=8.8, Se=10.5, Sr=64.7,
SO4=<316, Tl=<3.2, V=24.3
SB-4 (10-11): Ash: pH=7.2, As=50.7, Sb=<3.3, Ba=559,
Be=2.4, B=8.5, Cd=<0.4, Cl=<333, Cr=10, Co=7.7,
Fe=8560, Mn=72.3, Mo=1.5, Ni=11.8, Se=19.2,
Sr=113, SO4=<333, Tl=<3.3, V=30.8
SB-4 (25-26.5): Surficial: pH=6, As=<3.7, Sb=<3.7,
Ba=36.5, Be=0.47, B=45.7, Cd=<0.44, Cl=<367,
Cr=31.1, Co=7.9, Fe=46600, Mn=476, Mo=<7.4, Ni=4.6,
Se=<3.7, Sr=0.6 j, SO4=<367, Tl=<3.7, V=70
SB-4 (30-31.5): Surficial: pH=3.9, As=<8.8, Sb=<4.4,
Ba=188, Be=0.94, B=63.4, Cd=<1.1, Cl=<434, Cr=94.6,
Co=38, Fe=61700, Mn=1710, Mo=<8.8, Ni=35.4,
Se=4.7 j, Sr=13.6, SO4=692, Tl=<4.4, V=97.8
SB-5 (3-5): Ash: pH=5.7, As=20.8, Sb=<2.9, Ba=236,
Be=1.1, B=18.6, Cd=<0.35, Cl=<294, Cr=8.3, Co=8.2,
Fe=10800, Mn=202, Mo=1.5, Ni=7.7, Se=5.3, Sr=58.7,
SO4=177 j, Tl=<2.9, V=49.1
SB-5 (38.5-40): Surficial: pH=7.7, As=10.3, Sb=<3.1,
Ba=144, Be=0.64, B=4.6, Cd=<0.37, Cl=<307, Cr=6.2,
Co=3.2, Fe=6240, Mn=35, Mo=1.1, Ni=6.9, Se=11.6,
Sr=63.6, SO4=<307, Tl=<3.1, V=20.1
SB-5 (43.5-45): Surficial: pH=5.5, As=2 j, Sb=<3.3,
Ba=6.5, Be=<0.39, B=47.6, Cd=<0.39, Cl=<326,
Cr=20.8, Co=<3.3, Fe=45700, Mn=121, Mo=<6.6,
Ni=<3.3, Se=<3.3, Sr=2.6, SO4=<326, Tl=<3.3, V=101
SB-5 (53.5-55): Surficial: pH=5.5, As=<3.9, Sb=<3.9,
Ba=143, Be=0.49, B=34 j, Cd=<0.47, Cl=<383, Cr=5.2,
Co=34.4, Fe=23200, Mn=1300, Mo=<7.8, Ni=3.6 j,
Se=<3.9, Sr=0.95, SO4=<383, Tl=<3.9, V=78.3
SB-6 (3-5): Ash: pH=5.6 j, As=32.3, Sb=<1.3, Ba=358 j-,
Be=1.6, B=7.7, Cd=<0.16, Cl=<308, Cr=9.6, Co=5.4,
Fe=8310 j+, Mn=93.5 j+, Mo=2.2, Ni=9.7, Se=13.8,
Sr=74.3, SO4=<308, Tl=<1.3, V=34.9
SB-6 (68.5-70): Ash: pH=7.4 j, As=2.1, Sb=<1.4,
Ba=36.4 j-, Be=0.25, B=<3.6, Cd=<0.17, Cl=<348,
Cr=16.7, Co=2.3, Fe=23700 j+, Mn=53.4 j+, Mo=<0.72,
Ni=1.1, Se=<1.4, Sr=11.6, SO4=<348, Tl=<1.4, V=58.2
SB-6 (78.5-80): Surficial: pH=6.5 j, As=<1.2, Sb=<1.2,
Ba=46.1 j-, Be=0.23, B=<3, Cd=<0.15, Cl=<306, Cr=4.7,
Co=2, Fe=5720 j+, Mn=29.1 j+, Mo=<0.61, Ni=0.7,
Se=<1.2, Sr=21.5, SO4=<306, Tl=<1.2, V=22.2
SB-6 (83.5-85): Surficial: pH=7.3 j, As=1.9, Sb=<1.2,
Ba=130 j-, Be=0.43, B=<3.1, Cd=<0.15, Cl=<321,
Cr=3.5, Co=10.8, Fe=20200 j+, Mn=407 j+, Mo=<0.62,
Ni=3.1, Se=<1.2, Sr=20, SO4=<321, Tl=<1.2, V=61.5
SB-7 (8.5-10): Surficial: pH=4.0 j, As=15.2, Sb=<3.2,
Ba=96.4, Be=<0.64, B=<32, Cd=<0.38, Cl=<314,
Cr=7.6, Co=6.5, Fe=43000, Mn=407, Mo=0.37 j,
Ni=2.7, Se=3.4, Sr=13.5, SO4=1650, Tl=<3.2, V=43.8
SB-7 (13.5-15): Surficial: pH=4.9 j, As=<3.3, Sb=<3.3,
Ba=143, Be=0.4 j, B=<32.6, Cd=<0.39, Cl=<341,
Cr=3.9, Co=12.6, Fe=18800, Mn=784, Mo=<0.65,
Ni=2.1, Se=<3.3, Sr=1.8, SO4=<341, Tl=<3.3, V=47.6
SB-8 (3-5): Ash: pH=6.3, As=36.1, Sb=<8.2, Ba=229,
Be=2.8, B=19.7 j, Cd=<0.98, Cl=<410, Cr=14.9,
Co=9.6, Fe=5990, Mn=31.9, Mo=<4.1, Ni=18.1,
Se=<8.2, Sr=174, SO4=<410, Tl=<8.2, V=51.1
SB-8 (28.5-30): Ash: pH=8, As=36.7, Sb=<6.6, Ba=224,
Be=1.6, B=13.4 j, Cd=<0.79, Cl=<337, Cr=13.6, Co=5.8
j, Fe=7500, Mn=49.8, Mo=<3.3, Ni=11.5, Se=<6.6,
Sr=161, SO4=<337, Tl=<6.6, V=39.1
SB-08 (33.5-35): Surficial: pH=5.3, As=36, Sb=<7.7,
Ba=189, Be=1.3, B=10.7 j, Cd=<0.93, Cl=<369,
Cr=13.7, Co=7.6 j, Fe=19300, Mn=157, Mo=<3.9,
Ni=9.7, Se=<7.7, Sr=106, SO4=187 j, Tl=<7.7, V=61.2
SB-8 (43.5-45): Surficial: pH=5.7, As=<8.1, Sb=<8.1,
Ba=194, Be=1.1, B=<20.2, Cd=<0.97, Cl=<398,
Cr=20.7, Co=29.4, Fe=31800, Mn=1040, Mo=<4,
Ni=13.9, Se=<8.1, Sr=8.6, SO4=<398, Tl=<8.1, V=81.7
SB-9 (3-5): Ash: pH=6.6, As=36.8, Sb=<7.3, Ba=206,
Be=2.3, B=20, Cd=<0.87, Cl=<379, Cr=15, Co=9,
Fe=5430, Mn=33.7, Mo=2.6 j, Ni=14.8, Se=17.8,
Sr=109, SO4=<379, Tl=<7.3, V=49.4
SB-9 (38.5-45): Ash: pH=8.2, As=29.4, Sb=<7.3,
Ba=220, Be=1.6, B=11 j, Cd=<0.88, Cl=<359, Cr=13.8,
Co=5.6 j, Fe=6110, Mn=63.2, Mo=<3.7, Ni=10.8,
Se=<7.3, Sr=183, SO4=<359, Tl=<7.3, V=43.1
SB-9 (53.5-60): Surficial: pH=5.5, As=<7.7, Sb=<7.7,
Ba=129, Be=0.4, B=<19.3, Cd=<0.93, Cl=<378, Cr=3.9,
Co=14.8, Fe=21800, Mn=855, Mo=3.8 j, Ni=7.5,
Se=<7.7, Sr=19.4, SO4=<378, Tl=<7.7, V=55.5
SB-9 (63.5-65): Surficial: pH=4.8, As=<7.8, Sb=<7.8,
Ba=102, Be=0.45, B=<19.4, Cd=<0.93, Cl=<381,
Cr=2.7, Co=10.7, Fe=22000, Mn=554, Mo=<3.9, Ni=3.9,
Se=<7.8, Sr=10.3, SO4=<381, Tl=<7.8, V=51.3
S-1: pH=6.6 j, As=<7.1, Sb=<7.1, Ba=40.6, Be=<0.35,
B=<17.7, Cd=<0.85, Cl=<341, Cr=10.4, Co=6.5 j,
Fe=14200, Mn=330, Mo=<3.5, Ni=1.9, Se=<7.1, Sr=3.8,
SO4=<341, Tl=<7.1, V=41.1
S-2: pH=5.6 j, As=<10.3, Sb=<10.3, Ba=126, Be=0.44 j,
B=18.3 j, Cd=<1.2, Cl=<524, Cr=16.4, Co=30.1,
Fe=26500, Mn=824, Mo=<5.2, Ni=14.9, Se=<10.3,
Sr=13.5, SO4=<524, Tl=<10.3, V=47.6
S-3: pH=6.7 j, As=<12.9, Sb=<12.9, Ba=92, Be=<0.65,
B=<32.4, Cd=<1.6, Cl=<614, Cr=6.8, Co=13.4,
Fe=16600, Mn=310, Mo=<6.5, Ni=5.2, Se=<12.9,
Sr=14.2, SO4=<614, Tl=<12.9, V=46
S-4: pH=6.6 j, As=<15, Sb=<15, Ba=98.7, Be=<0.75,
B=20.5 j, Cd=<1.8, Cl=<707, Cr=14.8, Co=16.1,
Fe=25400, Mn=1510, Mo=<7.5, Ni=11.9, Se=<15,
Sr=25.8, SO4=<707, Tl=<15, V=65.3
S-5: pH=5.4 j, As=<6.8, Sb=<6.8, Ba=12.5, Be=<0.34,
B=<17.1, Cd=<0.82, Cl=<332, Cr=6.4, Co=5.4 j,
Fe=6420, Mn=119, Mo=<3.4, Ni=1.4 j, Se=<6.8, Sr=<3.4,
SO4=<332, Tl=<6.8, V=20.2
S-6: pH=5.8 j, As=<6.5, Sb=<6.5, Ba=32.5, Be=<0.33,
B=<16.3, Cd=<0.78, Cl=<321, Cr=5.8, Co=5.2 j,
Fe=4520, Mn=162, Mo=<3.3, Ni=<1.6, Se=<6.5, Sr=1.7 j,
SO4=<321, Tl=<6.5, V=11.1
S-7: pH=6.2 j, As=<6.8, Sb=<6.8, Ba=65.7, Be=<0.34,
B=<17.1, Cd=<0.82, Cl=<362, Cr=3.8, Co=5.4 j,
Fe=6680, Mn=293, Mo=<3.4, Ni=<1.7, Se=<6.8, Sr=4.5,
SO4=<362, Tl=<6.8, V=19.5
BG-1S
BG-1DA
OW-6
OW-5
OW-4
OW-3
OW-2
OW-8
OW-1
OW-7
OW-6
AB-23BRU
AB-25BRU
GWA-24SGWA-24BR
GWA-24SA
GWA-6BRGWA-6D
CCR-BG-1D
CCR-BG-1DA
CCR-11DA
CCR-22DA
CCR-22D
DATA NOTES:
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATA
TABLE NOTES FOR QUALIFIER DEFINITIONS.
DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q2 2017.
NA=NOT ANALYZED
NM=NOT MEASURED
SOIL OR SEDIMENT ID (INTERVAL IN ft. bgs): FLOW LAYER, pH (S.U.),
As=Arsenic (mg/kg): Ba=Barium (mg/kg): B= Boron (mg/kg): Cr (VI)=Hexavalent Chromium (mg/kg): Cr=Total Chromium (mg/kg): Co=Cobalt (mg/kg): Fe=Iron (mg/kg):
Mn=Manganese (mg/kg): Mo=Molybdenum (mg/kg): Ni=Nickel (mg/L): Sb=Antimony(mg/kg): Sr=Strontium (mg/kg): SO4=Sulfate (mg/kg): Tl=Thallium (mg/kg): V=Vanadium (mg/kg)
SOIL AND SEDIMENT KEY
BLUE 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 DATA
HFO=HYDROXIDE PHASES OF IRON
KD=DISTRIBUTION COEFFICIENT
GWA-6BRA
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP BASE MAP CALL OUTS_1-12-18.dwg
NOTE:
1.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP
TO DECEMBER 31, 2015.
PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.
SW-D1
SW-U1
NPDES OUTFALL 001
OW-1
SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL
AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY
UTILITIES SHOWN ARE APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED
WATER SAMPLE LOCATION SAMPLED
SURFACE WATER FLOW DIRECTION
FIGURE 14-103
COMPREHENSIVE
GROUNDWATER DATA
(SHEET 1 OF 2)
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 14-103 (GROUNDWATER)
L. DRAGO
JOHN CHASTAIN
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
C. SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
4002001000200
(IN FEET)
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD
RISK INFORMATION SYSTEM AT
http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public AND
A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00
AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
SB-1
AB-35D
SB-6
SB-2
SB-4
SB-3
S-10
OW-18
AB-28D
OW-19
OW-12
OW-8
SB-5
OW-3
OW-7
OW-5
S-9
OW-10
OW-9
OW-20
AB-31D
AB-29SL
SW-4
SW-3
OW-16
SW-7
ANSW-16
GWA-3BRA
SB-9
SW-2
S-5
S-6
S-7
S-8B
S-8
ANSW-15
S-4
ANSP002
ANSP002
S-3
ANWW-2
S-2
SW-1
ANSP005
S-1
pH WELL
AB-21D
SB-8
SW-5
AL49
AL58AL57
AL55
GWA-23DBGSB-GWA-23
AL51
AL56
AL54
AB-24D
ANWW-3
AL59
AL60AL61AL62
AL67
AL68
AL69
AL70
AL71
AL63
AL72
AL73
AL53AL52
AL66
AL65
AL64
SB-7
AB-1
AL133
AL1
AL131
BGSB-BG-3
BGSB-BG-2
AL139
AL3
AL96
AL95
BGSB-BG-1
AL35
AL101
AL48
AL93
AL94
AL114
AL47
AL142
AL45
AL46
AL37
AL44
AL43AL38
AL36
AL92
AL39
AL50
AL50
AB-25BR
AL113
AL121
AL141
AL74
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL32
AL24AL25
AL75
AL76
AL84
AL83
AL82
AL81 AL78
AL77
AL79AL80
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL11
AL10
AL12
AL116
AL117
AL9
AL118
AL8
AL8-?
AL4
AL5
GWA-19D
AL19
AL18
AL17
AL16
AL6
AL29
AL28
AL110
AL27
AL26
AL130AL115
AL138
AL135
ANWW-4
SW-6
ANWW-1
ANSP001
ANTD001
AL111
AL108AL85
AL97
AL88
ANFD001
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
STAIRS
ACTIVE ASH BASIN
DISCHARGE TOWER
PRIMARY POND 3
PRIMARY POND 2PRIMARY POND 1
INACTIVE ASH BASIN
ASH STORAGE STRUCTURAL FILL
ASH STORAGE
INACTIVE ASH BASIN
RETIRED ASH BASIN
ASH LANDFILL-PHASE I
PERMIT NO. 3612
WILDLIFE RD
FARM RD
MILWOOD LN
IDELWOOD LNARMST
R
O
N
G

R
D
HIGHLAND WAY
HEATHER GLENN CT
CAMDEN CTHIGHLA
N
D
PLJOHN
D
O
U
G
L
A
S
D
R
WARREN DR MITCHELL STMITCHELL STSOUTHPOINT DRRIVER R
U
N
ARMS
T
R
O
N
G
R
DLAKE M
IST
DR
RIVE
R
R
U
N
REESE
WI
L
S
O
N
R
D
NUTALL OAK LN
NUTALL OAK LN
WOODBEND DR
LAKE HILL CTPLANT
A
L
L
E
N

R
D
CANAL RD BOAT C
LUB
RDSOUTHPOINT RDSOUTHPOINT RD (NC HWY 273)STRUCTURAL FILL
STRUCTURAL FILL
STRUCTURAL FILL
POWER PLANT
SOUTH POINT FIRE
DEPARTMENT
EATON CORPORATION
SAILAWAY BAY
COAL PILE
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
1/15/2018
1/15/2018
OW-2
HOLDING BASIN
BG-2BR
CCR-4S
GWA-21D
SOUTHPOINT RD (NC HWY 273)SOUTHPOINT RD (NC HWY 273)BG-1D
GWA-3BR
STAIRS
48" HDPE DISCHARGE PIPE
CULVERT
CULVERT
DISCHARGE TOWER
HEAD WALL EMERGENCY SPILLWAY
PIPES
OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
GWA-5BR
LAKE WYLIE (CATAWBA RIVER )
PIEZOMETER IN COMPETENT BEDROCK ZONE
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
OW-15
OW-16
OW-18
OW-17
OW-14
OW-13
OW-22
OW-21PN-2D
PN-1D OW-20
OW-12
OW-11
OW-8
OW-10
P-7 P-9
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
NPDES OUTFALL 002
CELL 1 CELL 2A CELL 2B
OW-5P-1
OW-2
P-3
OW-4 OW-6
RAB ASH LANDFILL WASTE BOUNDARY
BASED ON LINER LIMITS
RAB ASH LANDFILL COMPLIANCE BOUNDARY
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH
LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
RETIRED ASH BASIN
AB-1R (53.29-73.29): pH=6.3, Eh=324, k=NM, As=0.11, Sb=<0.5,
Ba=40.6, Be=0.012 j, B=<50, Cd=<0.08, Cl=1.2, Cr=4.6, Cr
(IV)=4, Co=0.12, Fe=29.8 j, Mn=2.8 j, Mo=0.18 j,B, Ni=2.5,
Se=2.3, Sr=473, SO4=219, Tl=<0.1, TDS=400, V=2.1, Ra=NA,
U=NA
AB-2 (7.04-22.04): pH=4.7, Eh=317, k=0.000219, As=0.079 j,B, Sb=0.29 j,
Ba=33.5, Be=0.12, B=<50, Cd=<0.08, Cl=2.8, Cr=0.95 B, Cr (IV)=0.2, Co=1.8,
Fe=178, Mn=51, Mo=<0.5, Ni=1.4, Se=<0.5, Sr=3.9 j, SO4=0.61 j, Tl=0.023 j,
TDS=<25, V=0.44, Ra=NA, U=NA
AB-2D (68.13-73.13): pH=6.5, Eh=329, k=0.005, As=0.12
B, Sb=<0.5, Ba=26.8, Be=0.019 j, B=<50, Cd=<0.08,
Cl=1.9, Cr=3.6, Cr (IV)=2.3, Co=0.041 j, Fe=27.1 j, Mn=<5,
Mo=<0.5, Ni=1.6, Se=<0.5, Sr=102, SO4=0.66 j, Tl=<0.1,
TDS=77, V=7.3, Ra=NA, U=NA
AB-4D (47.19-52.19): pH=6.1, Eh=407, k=0.000624, As=0.074 j,
Sb=<0.5, Ba=28.6, Be=0.032 j, B=<50, Cd=<0.08, Cl=4.9,
Cr=5.9, Cr (IV)=5.4, Co=0.063 j, Fe=30.2 j, Mn=2.8 j, Mo=0.13 j,
Ni=3.2, Se=<0.5, Sr=176, SO4=2, Tl=<0.1, TDS=104, V=4.8,
Ra=0.403, U=<0.0005
AB-4S (14.94-29.94): pH=6, Eh=206, k=NM, As=0.23, Sb=<0.5,
Ba=27, Be=0.051 j, B=38.9 j, Cd=<0.08, Cl=4.2, Cr=0.52, Cr
(IV)=0.053 j,D3,M1,R1, Co=0.92, Fe=584, Mn=152, Mo=0.12 j,
Ni=0.98, Se=0.41 j, Sr=40.2, SO4=8.1, Tl=0.053 j, TDS=76,
V=1.8, Ra=0.6873, U=<0.0005
AB-4BR (82.96-87.96): pH=6.5, Eh=369,
k=0.00385154903902313, As=0.24, Sb=0.2 j, Ba=78.7,
Be=0.018 j, B=<50, Cd=0.53, Cl=13.8, Cr=1.2, Cr (IV)=0.65,
Co=1.7, Fe=<50, Mn=459, Mo=4.2, Ni=1.5, Se=<0.5, Sr=278,
SO4=5.7, Tl=0.022 j, TDS=152, V=3.6, Ra=0.924, U=0.00022 j
AB-5 (29.92-44.92): pH=4.5, Eh=407, k=0.00079, As=0.081 j,
Sb=<0.5, Ba=31.1, Be=0.063 j, B=<50, Cd=<0.08, Cl=2.7,
Cr=8.3, Cr (IV)=1.5, Co=0.32, Fe=764, Mn=20, Mo=<0.5, Ni=4.9,
Se=<0.5, Sr=16.9, SO4=1.3, Tl=0.032 j, TDS=<25, V=2.7, Ra=NA,
U=NA
AB-6A (33.22-36.22): pH=6.1, Eh=195, k=0.0000579, As=0.13,
Sb=<0.5, Ba=37, Be=0.017 j, B=<50, Cd=<0.08, Cl=13.8,
Cr=12.6, Cr (IV)=12.7, Co=0.091 j, Fe=<50, Mn=11.2, Mo=<0.5,
Ni=1.1, Se=0.57, Sr=206, SO4=28.6, Tl=<0.1, TDS=115, V=4.4,
Ra=0.424, U=<0.0005
AB-6R (38.9-41.9): pH=6.5, Eh=292, k=0.0000281, As=0.12,
Sb=0.12 j, Ba=31, Be=0.011 j, B=<50, Cd=<0.08, Cl=8.2,
Cr=10.7, Cr (IV)=12.3, Co=0.096 j, Fe=140, Mn=27.7, Mo=0.15 j,
Ni=2.1, Se=<0.5, Sr=211, SO4=26.3, Tl=<0.1, TDS=115, V=3.8,
Ra=0.695, U=<0.0005
AB-8 (32.2-37.2): pH=6.08, Eh=NM, k=0.000661, As=<1, Sb=NA,
Ba=98.4, Be=NA, B=496, Cd=<1, Cl=9.2, Cr=1.3, Cr (IV)=NA,
Co=NA, Fe=33.9, Mn=<5, Mo=NA, Ni=<1, Se=<1, Sr=NA,
SO4=31, Tl=NA, TDS=146, V=NA, Ra=NA, U=NA
AB-9D (117.93-122.93): pH=6.6, Eh=316, k=NM, As=0.075 j,
Sb=<0.5, Ba=27.5, Be=<0.1, B=538, Cd=<0.08, Cl=8.5,
Cr=0.66, Cr (IV)=0.21, Co=0.024 j, Fe=<50, Mn=4.8 j, Mo=0.19 j,
Ni=<0.5, Se=2.2, Sr=322, SO4=46.4, Tl=<0.1, TDS=179, V=6.6,
Ra=0.4754, U=0.00013 j
AB-9S (7.7-22.7): pH=6.2, Eh=210, k=NM, As=0.095 j, Sb=<0.5,
Ba=158, Be=<0.1, B=701, Cd=<0.08, Cl=9.1, Cr=0.43 j, Cr
(IV)=0.052 j,D3, Co=7, Fe=5550, Mn=9180, Mo=0.14 j, Ni=0.74,
Se=<0.5, Sr=158, SO4=38.4, Tl=0.025 j, TDS=131, V=<0.3,
Ra=1.235, U=<0.0005
AB-10D (60.06-65.06): pH=6.1, Eh=313, k=NM,
As=0.12, Sb=<0.5, Ba=38.5, Be=<0.1, B=<50, Cd=<0.08,
Cl=8.1, Cr=3.3, Cr (IV)=2.4, Co=0.069 j, Fe=39.4 j, Mn=3.2 j,
Mo=<0.5, Ni=0.56, Se=<0.5, Sr=205, SO4=23.7, Tl=<0.1,
TDS=130, V=4.7, Ra=NA, U=NA
AB-10S (5.4-20.4): pH=6.1, Eh=212, k=NM, As=0.094 j, Sb=0.1 j,
Ba=62.8, Be=0.026 j, B=29.1 j, Cd=<0.08, Cl=16.8, Cr=1, Cr
(IV)=0.49, Co=2, Fe=406, Mn=770, Mo=<0.5, Ni=0.84, Se=0.48 j,
Sr=216, SO4=17.3, Tl=<0.1, TDS=103, V=0.91, Ra=NA, U=NA
AB-11D (17.68-22.68): pH=6, Eh=310, k=NM, As=0.061 j,
Sb=<0.5, Ba=40.3, Be=<0.1, B=<50, Cd=<0.08, Cl=6.2, Cr=2.7,
Cr (IV)=2.2 M6, Co=0.043 j, Fe=<50, Mn=<5, Mo=<0.5, Ni=2.8,
Se=<0.5, Sr=114, SO4=0.57 j, Tl=<0.1, TDS=86, V=1.7,
Ra=1.256, U=<0.0005
AB-12D (93.04-98.04): pH=6.5, Eh=321, k=NM, As=0.12,
Sb=<0.5, Ba=41.5, Be=0.01 j, B=<50, Cd=<0.08, Cl=5.1,
Cr=0.76, Cr (IV)=0.45, Co=0.14, Fe=305, Mn=8.3, Mo=0.25 j,B,
Ni=<0.5, Se=0.8, Sr=158, SO4=4.2, Tl=<0.1, TDS=104, V=4.3,
Ra=NA, U=NA
AB-12S (10.1-25.1): pH=4.8, Eh=507, k=NM, As=<1, Sb=<1,
Ba=36, Be=<1, B=<50, Cd=<1, Cl=3, Cr=<5, Cr (IV)=NA, Co=<1,
Fe=39, Mn=32, Mo=<1, Ni=<5, Se=<1, Sr=<5, SO4=0.16,
Tl=<0.2, TDS=29, V=<0.3, Ra=NA, U=NA
AB-13D (69.65-74.65): pH=6.2, Eh=380, k=NM, As=0.11,
Sb=<0.5, Ba=43.2, Be=0.022 j, B=26.9 j, Cd=<0.08, Cl=10.2,
Cr=2, Cr (IV)=1.1, Co=0.16, Fe=375, Mn=9.9, Mo=0.94, Ni=2.1,
Se=<0.5, Sr=198, SO4=0.68 j, Tl=<0.1, TDS=103, V=6,
Ra=0.427, U=<0.0005
AB-13S (8.74-23.74): pH=5.5, Eh=291, k=NM, As=0.052 j,
Sb=<0.5, Ba=43.5, Be=0.071 j, B=26.6 j, Cd=<0.08, Cl=11.4,
Cr=0.56, Cr (IV)=0.62, Co=0.85, Fe=27.5 j, Mn=17.5, Mo=<0.5,
Ni=2.4, Se=<0.5, Sr=53.8, SO4=<1, Tl=<0.1, TDS=44, V=0.74,
Ra=0.65, U=<0.0005
AB-14BR (93.3-98.3): pH=8.2, Eh=177,
k=0.000229721570602327, As=1.4, Sb=0.27 j, Ba=10.8,
Be=<0.1, B=<50, Cd=0.12, Cl=3, Cr=0.36 j,B, Cr (IV)=0.072 M1,
Co=0.012 j, Fe=<50, Mn=<5, Mo=13.6, Ni=<0.5, Se=<0.5,
Sr=81.6, SO4=5.8, Tl=<0.1, TDS=113, V=15.9, Ra=NA, U=NA
AB-14D (21.74-31.74): pH=4.9, Eh=530, k=NM, As=0.096
j,B, Sb=<0.5, Ba=53.8, Be=0.16, B=163, Cd=<0.08,
Cl=9.7, Cr=3.3, Cr (IV)=2, Co=1.7, Fe=282, Mn=13.6,
Mo=0.22 j, Ni=13.3, Se=0.47 j, Sr=57.1, SO4=27.1,
Tl=<0.1, TDS=101, V=1.1, Ra=NA, U=NA
AB-20D (127.7-132.7): pH=7.7, Eh=272,
k=0.0210784676862432, As=0.73, Sb=<0.5, Ba=14.2,
Be=<0.1, B=<50, Cd=<0.08, Cl=3.1, Cr=1.1, Cr (IV)=0.94,
Co=0.022 j, Fe=<50, Mn=3.2 j, Mo=2.5 B, Ni=<0.5, Se=<0.5,
Sr=117, SO4=4.7, Tl=<0.1, TDS=97 D6, V=11.3, Ra=NA, U=NA
AB-20S (7.68-22.68): pH=6.6, Eh=195, k=0.00178,
As=50.5, Sb=0.74, Ba=61.8, Be=0.026 j, B=2430, Cd=<0.08,
Cl=4.2, Cr=0.53, Cr (IV)=0.031, Co=3.3, Fe=2340, Mn=209,
Mo=13.7, Ni=32.4, Se=49.1, Sr=2130, SO4=214, Tl=0.19,
TDS=690, V=5.7, Ra=NA, U=NA
AB-21SL (37.58-47.58): pH=7.8, Eh=20, k=0.0000883,
As=589, Sb=1.3, Ba=255, Be=0.051 j, B=6950, Cd=0.22,
Cl=14.3, Cr=0.24 j,B, Cr (IV)=0.041 j,D3, Co=1.1, Fe=1110,
Mn=218, Mo=2950, Ni=3.7, Se=<0.5, Sr=1770, SO4=140,
Tl=0.042 j, TDS=359, V=4.6, Ra=1.142, U=0.0387
AB-21S (8.59-23.59): pH=6.7, Eh=72, k=0.00228, As=634,
Sb=0.43 j, Ba=419, Be=0.041 j, B=3280 M1, Cd=<0.08,
Cl=61.8, Cr=0.17 j,B, Cr (IV)=0.41, Co=0.8, Fe=11500,
Mn=1190, Mo=<5 M1, Ni=1.6, Se=0.63, Sr=3490,
SO4=75.8, Tl=0.063 j, TDS=568, V=7.8, Ra=1.525, U=0.0161
AB-22BR (203.03-208.03): pH=7.7, Eh=-18, k=NM, As=0.36
B, Sb=0.15 j, Ba=19.9, Be=0.012 j, B=1550, Cd=<0.08,
Cl=20, Cr=3.2, Cr (IV)=0.054, Co=0.18, Fe=454, Mn=123,
Mo=1.5, Ni=2.4, Se=<0.5, Sr=272, SO4=22, Tl=<0.1,
TDS=261, V=1.7, Ra=NA, U=NA
AB-22D (159.7-164.7): pH=6.2, Eh=236,
k=0.00194380657473937, As=0.24 B, Sb=0.26 j, Ba=80.5,
Be=0.014 j, B=1540, Cd=<0.08, Cl=19.6, Cr=3.2, Cr (IV)=0.085,
Co=0.55, Fe=642, Mn=153, Mo=1.5, Ni=4.3, Se=0.34 j, Sr=380,
SO4=43.3, Tl=<0.1, TDS=240, V=15.3, Ra=NA, U=NA
AB-22S (84.73-99.73): pH=5.1, Eh=389, k=0.00000504, As=0.18
B, Sb=0.33 j, Ba=62.8, Be=0.083 j, B=<50, Cd=<0.08, Cl=9.6,
Cr=1.7, Cr (IV)=<0.12 D3, Co=32.3, Fe=2700, Mn=1160,
Mo=<0.5, Ni=3.8, Se=<0.5, Sr=54.1, SO4=2.2, Tl=0.035 j,
TDS=42, V=1.4, Ra=NA, U=NA
AB-23S (28.23-43.23): pH=8.38, Eh=142, k=0.00323,
As=1030, Sb=0.28 j, Ba=60, Be=<0.2, B=560, Cd=<0.08,
Cl=7.9, Cr=0.19 j, Cr (IV)=NA, Co=0.29 j, Fe=80.8, Mn=200,
Mo=50.3, Ni=0.34 j, Se=0.24 j, Sr=560, SO4=9.9, Tl=<0.1,
TDS=98, V=5.1, Ra=NA, U=NA
AB-24S (7.97-22.97): pH=6.9, Eh=119, k=0.0357, As=85.2,
Sb=0.93, Ba=359, Be=0.019 j,B, B=294, Cd=<0.08, Cl=8.5,
Cr=0.21 j,B, Cr (IV)=<0.12 D3, Co=0.96, Fe=2100, Mn=527,
Mo=9.5, Ni=1.8, Se=<0.5, Sr=850, SO4=20.1, Tl=0.046 j,
TDS=129, V=11.1, Ra=NA, U=NA
AB-24SL (28.4-38.4): pH=7.5, Eh=163, k=0.000422, As=583,
Sb=0.5 j, Ba=123, Be=<0.1, B=606, Cd=<0.08, Cl=7, Cr=0.24
j, Cr (IV)=<0.025, Co=0.048 j,B, Fe=126, Mn=53.1, Mo=57.3,
Ni=0.57, Se=<0.5, Sr=714, SO4=20.6, Tl=<0.1, TDS=118,
V=2.7, Ra=NA, U=NA
AB-24BR (156.22-161.22): pH=7.4, Eh=141, k=NM, As=0.26,
Sb=<0.5, Ba=21.4, Be=<0.1, B=<50, Cd=<0.08, Cl=2.2,
Cr=0.21 j, Cr (IV)=<0.025, Co=0.072 j,B, Fe=143, Mn=163,
Mo=2.5, Ni=1.8, Se=<0.5, Sr=106, SO4=3.4, Tl=<0.1,
TDS=83, V=8.1, Ra=NA, U=NA
AB-25S (7.76-22.76): pH=6.2, Eh=190, k=0.00079, As=155,
Sb=7.6, Ba=128, Be=0.017 j, B=1390, Cd=<0.08, Cl=7.1,
Cr=3.8, Cr (IV)=<0.025, Co=2.5, Fe=416, Mn=214, Mo=180,
Ni=6.4, Se=<0.5, Sr=1570, SO4=62.4, Tl=0.18, TDS=238,
V=35.2, Ra=0.3746, U=0.0096
AB-25SL (32.52-47.52): pH=8.4, Eh=121, k=0.000339,
As=807, Sb=0.7, Ba=156, Be=0.016 j, B=1280, Cd=<0.08,
Cl=6.9, Cr=0.27 j, Cr (IV)=<0.025, Co=0.079 j, Fe=78.6,
Mn=39.1, Mo=157, Ni=1.7, Se=<0.5, Sr=1720, SO4=59.5,
Tl=<0.1, TDS=234, V=6.1, Ra=0.355, U=0.0147
AB-26D (191.37-196.37): pH=7.9, Eh=162,
k=3.86917226290068E-05, As=0.28, Sb=0.59, Ba=27.8,
Be=<0.1, B=276, Cd=<0.08, Cl=5.4, Cr=2.5, Cr (IV)=0.73,
Co=0.34, Fe=405, Mn=114, Mo=1.6, Ni=1.6, Se=0.44 j, Sr=223,
SO4=32.9, Tl=<0.1, TDS=153, V=6.2, Ra=NA, U=NA
AB-26S (84.82-94.82): pH=5.6, Eh=318, k=0.0000297, As=0.15
B, Sb=0.27 j, Ba=125, Be=0.031 j, B=1100, Cd=<0.08, Cl=8.9,
Cr=2.4, Cr (IV)=0.29, Co=1.2, Fe=595, Mn=219, Mo=0.12 j,
Ni=3.9, Se=0.32 j, Sr=212, SO4=72.6, Tl=<0.1, TDS=148,
V=1.7, Ra=NA, U=NA
AB-27D (110.2-115.2): pH=6.4, Eh=86, k=0.00035, As=9.7,
Sb=0.29 j, Ba=65.8, Be=0.03 j, B=387, Cd=<0.08, Cl=6.7,
Cr=0.73, Cr (IV)=0.29, Co=0.75, Fe=1030, Mn=126, Mo=16.3,
Ni=2, Se=2.4, Sr=523, SO4=67, Tl=<0.1, TDS=212, V=10.4,
Ra=NA, U=NA
AB-27S (7.72-22.72): pH=6.6, Eh=115, k=0.0000385,
As=248, Sb=<0.5, Ba=343, Be=<0.1, B=516, Cd=<0.08,
Cl=6.6, Cr=0.44 j, Cr (IV)=0.53, Co=5.7, Fe=13100, Mn=2920,
Mo=3.4, Ni=0.75, Se=<0.5, Sr=1030, SO4=21.1, Tl=<0.1,
TDS=230, V=0.68, Ra=NA, U=NA
AB-27BR (182.61-187.61): pH=7.5, Eh=70, k=NM, As=0.3,
Sb=0.19 j, Ba=6.1, Be=0.014 j, B=130, Cd=<0.08, Cl=6.9,
Cr=0.64, Cr (IV)=0.015 j, Co=0.5, Fe=180, Mn=324, Mo=3.6,
Ni=4.2, Se=<0.5, Sr=146, SO4=33.6, Tl=<0.1, TDS=154,
V=1.3, Ra=NA, U=NA
OW-13 AB-28S (4.84-19.84): pH=5.3, Eh=205, k=0.0000158,
As=31.3, Sb=0.37 j, Ba=88.8, Be=0.054 j,B, B=869,
Cd=<0.08, Cl=12.4, Cr=0.61 B, Cr (IV)=<0.12 D3, Co=9.7,
Fe=6180, Mn=2390, Mo=3.7, Ni=1.9, Se=17.3, Sr=1600,
SO4=132, Tl=0.33, TDS=397, V=0.52, Ra=NA, U=NA
AB-30S (4.75-19.75): pH=7.6, Eh=13, k=0.000249, As=288,
Sb=0.55, Ba=339, Be=0.022 j,B, B=881, Cd=<0.08, Cl=9.2,
Cr=0.19 j,B, Cr (IV)=<0.12 D3, Co=2.4, Fe=4910, Mn=1160,
Mo=7.1, Ni=1.3, Se=<0.5, Sr=1400, SO4=46.7, Tl=0.044 j,
TDS=219, V=9.2, Ra=NA, U=NA
AB-30D (137.85-142.85): pH=6.6, Eh=249,
k=0.000690591934502569, As=0.21, Sb=<0.5, Ba=44.7,
Be=<0.1, B=<50, Cd=<0.08, Cl=4, Cr=0.74 B, Cr (IV)=0.35,
Co=0.18, Fe=<50, Mn=4.3 j, Mo=0.18 j, Ni=<0.5, Se=<0.5,
Sr=171, SO4=25.2, Tl=0.016 j, TDS=137, V=12.3, Ra=NA, U=NA
AB-29D (112.37-117.37): pH=5.7, Eh=249, k=0.000897,
As=0.19, Sb=<0.5, Ba=47.5, Be=<0.1, B=322, Cd=<0.08,
Cl=6.3, Cr=0.85 B, Cr (IV)=0.56, Co=0.45, Fe=<50, Mn=7.2,
Mo=0.37 j, Ni=3.5, Se=<0.5, Sr=226, SO4=45.8, Tl=<0.1,
TDS=160, V=7.3, Ra=NA, U=NA AB-29S (4.86-19.86): pH=5.2, Eh=193, k=0.00442, As=80,
Sb=<0.5, Ba=206, Be=0.031 j,B, B=614, Cd=<0.08, Cl=7.6,
Cr=0.32 j,B, Cr (IV)=<0.25 D3, Co=25, Fe=13500, Mn=5390,
Mo=2.6, Ni=3.8, Se=<0.5, Sr=456, SO4=44.5, Tl=0.052 j,
TDS=171, V=2.3, Ra=NA, U=NA
AB-31S (57.8-72.8): pH=5.8, Eh=402, k=0.000635, As=0.077 j,
Sb=<0.5, Ba=25.8, Be=0.027 j, B=1930, Cd=0.11, Cl=8.8,
Cr=1.6, Cr (IV)=0.26, Co=0.18, Fe=606, Mn=41.1, Mo=<0.5,
Ni=0.99, Se=<0.5, Sr=268, SO4=118, Tl=<0.1, TDS=210, V=2,
Ra=NA, U=NA
AB-32D (119.77-124.77): pH=6.8, Eh=283,
k=0.000486062958884958, As=0.26, Sb=0.22 j, Ba=46.7,
Be=<0.1, B=455, Cd=<0.08, Cl=5.1, Cr=4.6, Cr (IV)=0.55,
Co=0.17, Fe=149, Mn=16.6, Mo=0.73, Ni=3.1, Se=0.43 j,
Sr=201, SO4=23.5, Tl=<0.1, TDS=139, V=7.8, Ra=NA, U=NA
AB-33S (23.04-38.04): pH=6.3, Eh=80, k=0.00491,
As=0.12, Sb=<0.5, Ba=27.4, Be=0.054 j, B=778, Cd=0.05 j,
Cl=7.3, Cr=0.34 j, Cr (IV)=<0.25 D3, Co=14.2, Fe=41100,
Mn=7640, Mo=6.5, Ni=1.9, Se=<0.5, Sr=3380, SO4=383,
Tl=0.092 j, TDS=838, V=0.42 B, Ra=0.87, U=0.00061 AB-33D (119.12-124.12): pH=7.4, Eh=179,
k=3.86046577500695E-05, As=0.3, Sb=1.6, Ba=50.7, Be=<0.1,
B=190, Cd=<0.08, Cl=2.3, Cr=2.2, Cr (IV)=0.015 j, Co=0.27,
Fe=446, Mn=59.9, Mo=1.4, Ni=1.7, Se=0.66, Sr=266, SO4=6.5,
Tl=<0.1, TDS=126, V=5, Ra=0.742, U=0.00035 j
AB-34D (137.76-142.76): pH=7, Eh=182,
k=0.000966456413916324, As=0.19, Sb=<0.5, Ba=27.9,
Be=<0.1, B=<50, Cd=<0.08, Cl=1.9, Cr=0.95, Cr (IV)=0.41,
Co=0.089 j,B, Fe=164, Mn=5.3, Mo=0.75 B, Ni=0.47 j, Se=<0.5,
Sr=132, SO4=1.6, Tl=<0.1, TDS=94, V=11.9, Ra=NA, U=N
AB-34S (19.72-34.72): pH=6.4, Eh=128, k=0.02906,
As=0.45, Sb=<0.5, Ba=48.7, Be=<0.1, B=305, Cd=<0.08,
Cl=12.6, Cr=0.49 j, Cr (IV)=<0.5 D3, Co=2, Fe=108000,
Mn=7120, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=1360, SO4=164,
Tl=<0.1, TDS=417, V=0.12 j, Ra=NA, U=NA
AB-35BR (184.81-189.81): pH=7.6, Eh=277, k=0.0000926,
As=0.59, Sb=0.34 j, Ba=23.1, Be=<0.1, B=<50, Cd=<0.08,
Cl=2.7, Cr=1.8, Cr (IV)=0.97, Co=0.024 j, Fe=31.5 j, Mn=2.6 j,
Mo=2.4, Ni=0.62, Se=<0.5, Sr=128, SO4=2.8, Tl=<0.1,
TDS=100, V=7.2, Ra=0.1424, U=0.00018 j
AB-35S (37.85-52.85): pH=6.5, Eh=99, k=0.00223, As=70.3,
Sb=0.27 j, Ba=78.6, Be=0.027 j, B=926, Cd=<0.08, Cl=5.3,
Cr=0.57, Cr (IV)=<0.12 D3, Co=0.16 B, Fe=49100, Mn=8290,
Mo=4.5, Ni=0.57, Se=0.6, Sr=1820, SO4=234, Tl=<0.1,
TDS=677, V=0.97, Ra=1.277, U=0.00037 j
AB-36S (8.09-18.09): pH=5.8, Eh=166, k=0.001, As=18.9,
Sb=<0.5, Ba=303, Be=0.062 j, B=87.8, Cd=<0.08, Cl=7.2,
Cr=0.43 j, Cr (IV)=0.032, Co=1.5, Fe=1490, Mn=752, Mo=2.3,
Ni=7.4, Se=0.32 j, Sr=604, SO4=18.5, Tl=0.13, TDS=152,
V=1.4, Ra=NA, U=NA
AB-36D (95.66-100.66): pH=7.5, Eh=174, k=0.00121,
As=0.32, Sb=<0.5, Ba=47.4, Be=0.026 j, B=<50,
Cd=<0.08, Cl=2.4, Cr=0.43 j, Cr (IV)=0.081, Co=0.1,
Fe=97.4, Mn=4.2 j, Mo=1.5, Ni=0.98, Se=<0.5, Sr=111,
SO4=4, Tl=0.035 j, TDS=101, V=8, Ra=NA, U=NA
AB-37D (63.2-68.2): pH=7, Eh=288, k=0.00171, As=0.27,
Sb=0.17 j, Ba=34.4, Be=0.011 j, B=<50, Cd=<0.08,
Cl=5.4, Cr=0.86, Cr (IV)=0.15, Co=0.24, Fe=336, Mn=8.7,
Mo=1.6, Ni=<0.5, Se=<0.5, Sr=145, SO4=2.7, Tl=<0.1,
TDS=112, V=10, Ra=NA, U=NA
AB-37S (6.13-21.13): pH=6.1, Eh=201, k=0.00704, As=0.42,
Sb=<0.5, Ba=29.3, Be=<0.1, B=<50, Cd=<0.08, Cl=3.9,
Cr=0.64, Cr (IV)=0.36, Co=0.5, Fe=686, Mn=52.1, Mo=0.11 j,
Ni=1.3, Se=<0.5, Sr=130, SO4=2.3, Tl=<0.1, TDS=82 D6,
V=9.1, Ra=NA, U=NA
AB-38D (70.79-75.79): pH=6.2, Eh=297, k=0.00174, As=0.22 B,
Sb=<0.5, Ba=110, Be=0.012 j, B=<50, Cd=<0.08, Cl=3.8,
Cr=0.32 j,B, Cr (IV)=0.029, Co=0.79, Fe=262, Mn=70.8,
Mo=0.56, Ni=2.1, Se=<0.5, Sr=368, SO4=15.5, Tl=<0.1,
TDS=172, V=3.4, Ra=NA, U=NA
AB-38S (12.97-27.97): pH=7, Eh=142, k=0.000367, As=303,
Sb=0.2 j, Ba=261, Be=0.032 j, B=179, Cd=<0.08, Cl=1.9,
Cr=0.4 j,B, Cr (IV)=0.057 j,D3, Co=2.5, Fe=26300, Mn=1710,
Mo=2.6, Ni=1.2, Se=<0.5, Sr=977, SO4=13.4, Tl=0.11,
TDS=168, V=1.3, Ra=NA, U=NA
AB-38BR (104.23-109.23): pH=6.7, Eh=184, k=NM, As=0.28,
Sb=0.12 j, Ba=86.3, Be=<0.1, B=<50, Cd=<0.08, Cl=4.5,
Cr=0.32 j,B, Cr (IV)=0.012 j, Co=0.18, Fe=41.4 j, Mn=106,
Mo=2.1, Ni=1.7, Se=<0.5, Sr=395, SO4=17.8, Tl=<0.1,
TDS=194, V=4.3, Ra=NA, U=NA
AB-39D (85.98-90.98): pH=5.9, Eh=218,
k=0.0027683222355788, As=0.19, Sb=<0.5, Ba=184,
Be=0.14, B=84.6, Cd=0.087, Cl=13.6, Cr=0.4 j, Cr (IV)=0.062,
Co=0.16 B, Fe=29.7 j, Mn=25.2, Mo=0.18 j,B, Ni=0.73, Se=3.3,
Sr=454, SO4=32.5, Tl=0.089 j,B, TDS=216, V=2.3, Ra=NA, U=NA
AB-39S (33.05-48.05): pH=6.5, Eh=164, k=0.000228,
As=2.6, Sb=<0.5, Ba=253, Be=0.01 j, B=135, Cd=<0.08,
Cl=10.8, Cr=0.37 j, Cr (IV)=<0.25 D3, Co=2.7, Fe=55100,
Mn=4960, Mo=0.23 j,B, Ni=<0.5, Se=<0.5, Sr=281,
SO4=0.98 j, Tl=<0.1, TDS=171, V=0.72, Ra=NA, U=NA
BG-1DA (134.27-139.27): pH=7.4, Eh=266, k=NM, As=0.27,
Sb=0.15 j, Ba=17.4, Be=0.014 j, B=<50, Cd=<0.08, Cl=2.7,
Cr=6.8, Cr (IV)=0.54, Co=0.16, Fe=151, Mn=5.7, Mo=1.9, Ni=3.7,
Se=<0.5, Sr=106, SO4=1.6, Tl=<0.1, TDS=81, V=11, Ra=0.745,
U=0.0002 j
BG-1S (42.73-57.73): pH=5.8, Eh=384, k=0.000027, As=0.1,
Sb=0.12 j, Ba=38.5, Be=0.026 j, B=<50, Cd=<0.08, Cl=2.2,
Cr=0.37 j, Cr (IV)=0.16, Co=0.056 j, Fe=168, Mn=7.1, Mo=<0.5,
Ni=0.89, Se=<0.5, Sr=30.2, SO4=0.54 j, Tl=0.017 j, TDS=<25,
V=0.83, Ra=0.2832, U=<0.0005
BG-2BRA-2 (130.35-140.35): pH=7.5, Eh=412, k=NM, As=0.6,
Sb=0.27 j, Ba=20.4, Be=0.023 j, B=<50, Cd=<0.08, Cl=2.8,
Cr=8.9, Cr (IV)=0.66, Co=0.15, Fe=148, Mn=28.8, Mo=5.4,
Ni=4.6, Se=<0.5, Sr=181, SO4=7.3, Tl=0.02 j, TDS=121, V=9.9,
Ra=0.17, U=0.00044 j
BG-2D (109.89-114.89): pH=7.1, Eh=326,
k=0.000148783466823434, As=0.24, Sb=<0.5, Ba=52,
Be=0.011 j, B=<50, Cd=<0.08, Cl=2.3 M1, Cr=2.1, Cr (IV)=1,
Co=0.11, Fe=94.7, Mn=5.4, Mo=1.3, Ni=0.89, Se=<0.5, Sr=202,
SO4=1.1, Tl=<0.1, TDS=113, V=9.2, Ra=0.854, U=0.00011 j
BG-2S (55.9-70.9): pH=6, Eh=295, k=0.0000538, As=0.52,
Sb=0.48 j, Ba=15.6, Be=0.026 j, B=<50, Cd=<0.08, Cl=8.1,
Cr=9.2, Cr (IV)=1.3, Co=0.43, Fe=227, Mn=8.3, Mo=0.13 j,B,
Ni=4.2, Se=1.8, Sr=188, SO4=<1, Tl=0.024 j, TDS=134, V=7.5,
Ra=0.083, U=<0.0005
BG-3D (95.45-100.45): pH=6.4, Eh=289,
k=0.00014068119988115, As=0.14, Sb=<0.5, Ba=88.6,
Be=<0.1, B=<50, Cd=<0.08, Cl=2.6, Cr=0.56, Cr (IV)=0.27,
Co=0.055 j,B, Fe=59.7, Mn=3.4 j, Mo=0.27 j, Ni=<0.5, Se=<0.5,
Sr=229, SO4=0.76 j, Tl=<0.1, TDS=111, V=6.6, Ra=NA, U=NA
BG-3S (72.68-87.68): pH=6.3, Eh=325, k=0.0000578,
As=0.13, Sb=0.43 j, Ba=56.6, Be=<0.1, B=<50, Cd=<0.08,
Cl=1.8, Cr=3.1, Cr (IV)=0.28, Co=0.12 B, Fe=207, Mn=32.6,
Mo=0.31 j, Ni=2.5, Se=<0.5, Sr=263, SO4=0.76 j, Tl=<0.1,
TDS=111, V=2.9, Ra=NA, U=NA
BG-4D (108.79-113.79): pH=7, Eh=250,
k=9.30578529732983E-05, As=0.98, Sb=0.17 j, Ba=89.6,
Be=0.018 j, B=<50, Cd=<0.08, Cl=1.6, Cr=2.3, Cr (IV)=0.28,
Co=0.43, Fe=171, Mn=154, Mo=7.7, Ni=1.9, Se=<0.5, Sr=251,
SO4=1.9, Tl=<0.1, TDS=150, V=7.4, Ra=0.395, U=0.00052
BG-4S (81.3-96.3): pH=5.5, Eh=381, k=0.0000411, As=0.22,
Sb=0.16 j, Ba=66, Be=0.016 j, B=<50, Cd=<0.08, Cl=1.6,
Cr=0.74, Cr (IV)=0.22, Co=0.25, Fe=229, Mn=38, Mo=0.29 j,
Ni=2.4, Se=<0.5, Sr=263, SO4=0.72 j, Tl=<0.1, TDS=112,
V=2.1, Ra=1.357, U=<0.0005
BG-4BR (163.07-168.07): pH=7.2, Eh=297,
k=0.000239357703030423, As=0.31, Sb=<0.5, Ba=11.3,
Be=0.016 j, B=<50, Cd=<0.08, Cl=1.6, Cr=2, Cr (IV)=0.18,
Co=0.072 j, Fe=74.8, Mn=5.5, Mo=2.4, Ni=1.7, Se=<0.5,
Sr=98.5, SO4=2.3, Tl=<0.1, TDS=115, V=9.9, Ra=0.1088,
U=0.00031 j
GWA-1BR (119.65-124.65): pH=7.2, Eh=288, k=0.0000072,
As=0.46, Sb=<0.5, Ba=43.4, Be=0.029 j, B=<50, Cd=<0.08,
Cl=13.1, Cr=2.9, Cr (IV)=2.6, Co=0.071 j, Fe=<50, Mn=6.6,
Mo=1.1, Ni=<0.5, Se=<0.5, Sr=223, SO4=12.7, Tl=0.047 j,
TDS=151, V=10.1, Ra=0.338, U=0.0015GWA-1D (80.85-85.85): pH=6.7, Eh=250, k=0.00106, As=0.29,
Sb=<0.5, Ba=45.7, Be=0.026 j, B=37.6 j, Cd=<0.08, Cl=20.7,
Cr=7, Cr (IV)=6.8, Co=0.052 j, Fe=<50, Mn=10, Mo=0.5, Ni=1,
Se=<0.5, Sr=246, SO4=11.2, Tl=0.022 j, TDS=161, V=8.4,
Ra=0.529, U=0.00024 j
GWA-1S (7.74-22.74): pH=5, Eh=523, k=0.00233, As=0.1,
Sb=<0.5, Ba=97.5, Be=0.09 j, B=<50, Cd=<0.08, Cl=19, Cr=2.2,
Cr (IV)=0.74, Co=3, Fe=95.5, Mn=15.8, Mo=<0.5, Ni=0.84,
Se=<0.5, Sr=9, SO4=<1, Tl=0.035 j, TDS=54, V=0.46, Ra=0.2458,
U=<0.0005
AB-22BRL (243-248): pH=7.0, Eh=252, As=0.39, Sb=<0.5,
Be=<0.1, B=1670, Cd=<0.08, Cr=1.3, Cr (IV)=0.089, Co=0.18,
Fe=51.6 B, Mn=6, Mo=2.5, Ni=1.9, Se=<0.5, Sr=317,
SO4=40, Tl=<0.1, TDS=275, V=4.9, Ra=NA, U=NA
GWA-2D (120.39-125.39): pH=6.7, Eh=280,
k=0.00106996588730669, As=0.087 j, Sb=<0.5, Ba=54,
Be=<0.1, B=<50, Cd=<0.08, Cl=5.5, Cr=1.7, Cr (IV)=1.5,
Co=0.09 j, Fe=111, Mn=10.8, Mo=0.26 j, Ni=0.46 j, Se=<0.5,
Sr=141, SO4=4.7, Tl=<0.1, TDS=85, V=4.4, Ra=1.111,
U=<0.0005
GWA-2S (12.91-27.91): pH=5.1, Eh=379, k=0.000246, As=0.085
j, Sb=<0.5, Ba=46.7, Be=0.088 j, B=<50, Cd=<0.08, Cl=5.1,
Cr=<0.5, Cr (IV)=<0.025, Co=5.9, Fe=120, Mn=160, Mo=<0.5,
Ni=0.82, Se=<0.5, Sr=31.4, SO4=<1, Tl=0.022 j, TDS=<25,
V=<0.3, Ra=1.305, U=<0.0005
GWA-3D (141.83-146.83): pH=7.7, Eh=142,
k=0.000149890626791671, As=0.31, Sb=0.24 j, Ba=8.4,
Be=<0.1, B=94.2, Cd=<0.08, Cl=3.5, Cr=0.78, Cr (IV)=0.29,
Co=0.11, Fe=195, Mn=19.1, Mo=1.3, Ni=<0.5, Se=<0.5, Sr=123,
SO4=9.4, Tl=<0.1, TDS=126, V=9.2, Ra=0.1786, U=0.00035 j
GWA-3S (13-28): pH=5.9, Eh=225, k=0.000419, As=0.11,
Sb=<0.5, Ba=28.2, Be=0.02 j, B=363, Cd=<0.08, Cl=11,
Cr=0.22 j, Cr (IV)=<0.12 D3, Co=11.7, Fe=9230, Mn=2160,
Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=84.4, SO4=35.3, Tl=0.027 j,
TDS=104, V=0.15 j,B, Ra=0.895, U=<0.0005
GWA-4D (94.85-99.85): pH=6.8, Eh=203, k=0.00257,
As=0.084 j, Sb=<0.5, Ba=22.6, Be=<0.1, B=664, Cd=<0.08,
Cl=8.2, Cr=0.19 j, Cr (IV)=<0.025, Co=0.053 j,B, Fe=<50,
Mn=14.7, Mo=0.38 j,B, Ni=<0.5, Se=1.6, Sr=249, SO4=61.2,
Tl=<0.1, TDS=177, V=4.3, Ra=1.342, U=0.00016 j
GWA-4S (6.78-21.78): pH=5.4, Eh=337, k=0.00292, As=0.21,
Sb=<0.5, Ba=49.6, Be=0.04 j, B=2180, Cd=0.075 j, Cl=10,
Cr=0.66, Cr (IV)=0.016 j, Co=5.7, Fe=455, Mn=488, Mo=<0.5,
Ni=0.49 j, Se=0.6, Sr=356, SO4=146, Tl=0.073 j, TDS=256,
V=0.61, Ra=0.932, U=<0.0005
GWA-4BR (147-152): pH=8.3, Eh=41, k=NM, As=0.36,
Sb=<0.5, Ba=<5, Be=0.037 j, B=388, Cd=<0.08, Cl=7, Cr=9,
Cr (IV)=0.0094 j, Co=0.14, Fe=164, Mn=68, Mo=1.6, Ni=4.3,
Se=2.2, Sr=134, SO4=41.4, Tl=<0.1, TDS=164, V=5.7,
Ra=0.7976, U=0.00056
GWA-5D (110.85-115.85): pH=6.8, Eh=245, k=0.000141,
As=0.42, Sb=0.11 j, Ba=123, Be=<0.1, B=606, Cd=<0.08,
Cl=5.9, Cr=0.68, Cr (IV)=0.038, Co=0.1 B, Fe=126, Mn=53.1,
Mo=0.78, Ni=<0.5, Se=<0.5, Sr=714, SO4=30, Tl=<0.1,
TDS=128, V=7.9, Ra=0.648, U=0.000075 j
GWA-5S (11.63-26.63): pH=5.4, Eh=286, k=0.00007257,
As=0.23, Sb=<0.5, Ba=85.7, Be=0.059 j, B=<50, Cd=0.18,
Cl=8.8, Cr=1.4, Cr (IV)=0.029, Co=20, Fe=1110, Mn=4310,
Mo=<0.5, Ni=3.6, Se=<0.5, Sr=32.2, SO4=3.7, Tl=0.14 B,
TDS=47, V=1.8, Ra=2.465, U=<0.0005
GWA-5BRA (138-143): pH=7.9, Eh=50, k=NM, As=1.8,
Sb=0.2 j, Ba=12.9, Be=0.033 j, B=923, Cd=<0.08, Cl=7,
Cr=2.3, Cr (IV)=0.036, Co=0.16, Fe=363, Mn=53.4, Mo=3.7,
Ni=1.3, Se=<0.5, Sr=178, SO4=56.1, Tl=<0.1, TDS=177,
V=3.7, Ra=0.2256, U=0.00057
GWA-6S (25.31-40.31): pH=3.6, Eh=621, k=0.000543,
As=137 D3, Sb=<5 D3, Ba=<250 D3, Be=38.6 D3, B=<2500 D3, Cd=9.3 D3, Cl=3.1,
Cr=6.6 D3, Cr (IV)=3.1, Co=3640 D3,M6, Fe=<2500 D3, Mn=166000, Mo=<5 D3, Ni=821 D3,
Se=765 D3, Sr=1670, SO4=1790, Tl=1.5 D3,B, TDS=2670, V=<3 D3, Ra=0.3412, U=0.0061
GWA-6BR (171.5-176.5): pH=6.9, Eh=340, k=0.0000307,
As=<1, Sb=<5, Ba=122, Be=0.1 j, B=<50, Cd=<0.8, Cl=4.3, Cr=<5,
Cr (IV)=0.13 j+, Co=0.88 j, Fe=60 j+, Mn=129, Mo=2.2 j, Ni=<5, Se=<5,
Sr=696, SO4=137, Tl=<1, TDS=357, V=4.3, Ra=0.296, U=0.0018 j
GWA-6DA (121.67-126.67): pH=7.3, Eh=-41, k=6.62254143059898E-05,
As=1.1, Sb=0.89, Ba=72.8, Be=0.013 j, B=36.7 j, Cd=<0.08, Cl=3.9,
Cr=2.4, Cr (IV)=0.064 j,D3,M1, Co=0.39, Fe=721, Mn=433, Mo=1.1,
Ni=1.1, Se=<0.5, Sr=868, SO4=270 M6, Tl=<0.1, TDS=629, V=1.2,
Ra=1.055, U=0.0016
GWA-7S (17.65-32.65): pH=4.1, Eh=574, k=0.000182, As=1.7,
Sb=<0.5, Ba=63.6, Be=1.1, B=<50, Cd=0.25, Cl=3.4, Cr=7.5, Cr
(IV)=7, Co=74.6, Fe=152, Mn=333, Mo=<0.5, Ni=11.1, Se=14.1,
Sr=18.4, SO4=108, Tl=0.11, TDS=175, V=0.35 B, Ra=2.035,
U=0.000092 j
GWA-7D (134.58-139.58): pH=6.4, Eh=244,
k=0.00189831504234677, As=0.33 B, Sb=0.24 j, Ba=99.2,
Be=0.038 j, B=<50, Cd=0.28, Cl=2.7, Cr=15, Cr (IV)=6.2,
Co=0.12, Fe=<50, Mn=6.7, Mo=0.39 j, Ni=5.8, Se=6.6,
Sr=526, SO4=105, Tl=0.061 j, TDS=278, V=8.5, Ra=1.61,
U=0.00039 j
GWA-8D (122.58-127.58): pH=6.6, Eh=325,
k=0.000504570748260341, As=0.18, Sb=<0.5, Ba=185,
Be=<0.1, B=<50, Cd=<0.08, Cl=2.8, Cr=5.8, Cr (IV)=0.46,
Co=0.4, Fe=233, Mn=7.3, Mo=0.7, Ni=4.1, Se=<0.5, Sr=254,
SO4=1.3, Tl=<0.1, TDS=101, V=7.1, Ra=NA, U=NA GWA-8S (46.45-61.45): pH=6, Eh=333, k=NM, As=0.13, Sb=0.14
j, Ba=231, Be=0.073 j, B=<50, Cd=0.091, Cl=67.4, Cr=8.6, Cr
(IV)=4.2, Co=0.62, Fe=923, Mn=21.9, Mo=0.12 j, Ni=9.5,
Se=<0.5, Sr=411, SO4=1.2, Tl=0.064 j, TDS=231, V=4, Ra=NA,
U=NA
GWA-9D (111.26-116.26): pH=6.8, Eh=286, k=0.00180991712517452,
As=0.2 B, Sb=0.13 j, Ba=25.8, Be=0.016 j, B=<50, Cd=<0.08, Cl=3.7, Cr=1.5,
Cr (IV)=0.84, Co=0.23, Fe=463, Mn=26.5, Mo=1.5, Ni=0.92, Se=<0.5, Sr=109,
SO4=2.7, Tl=<0.1, TDS=73 D6, V=6.2, Ra=0.343, U=6.7E-05 j
GWA-9S (8.93-23.93): pH=5.2, Eh=312, k=0.000275, As=0.88,
Sb=<0.5, Ba=32.4, Be=0.11, B=32.5 j, Cd=0.052 j, Cl=9.6, Cr=0.7
B, Cr (IV)=0.021 j, Co=9.1, Fe=1130, Mn=719, Mo=0.14 j, Ni=2.7,
Se=<0.5, Sr=60.7, SO4=21.1, Tl=0.063 j, TDS=87, V=0.77,
Ra=1.333, U=<0.0005
GWA-9BR (144-149): pH=7.5, Eh=196, k=NM, As=0.44 B,
Sb=0.76, Ba=22.4, Be=<0.1, B=<50, Cd=0.14, Cl=3.9, Cr=0.97
B, Cr (IV)=0.23, Co=0.069 j, Fe=69.2, Mn=20.4, Mo=9.5,
Ni=0.74, Se=<0.5, Sr=90, SO4=8.1, Tl=<0.1, TDS=108, V=9.8,
Ra=0.976, U=0.00017 j
GWA-14DA (103.99-108.99): pH=7.7, Eh=156, k=NM,
As=0.63 j+, Sb=0.96, Ba=30.8, Be=0.019 j, B=<50, Cd=<0.08,
Cl=3.1, Cr=7.5, Cr (IV)=3.2, Co=0.25, Fe=306, Mn=18.8, Mo=1.4,
Ni=3.5, Se=<0.5, Sr=144, SO4=6.3, Tl=0.034 j, TDS=115,
V=11.7, Ra=NA, U=NA
GWA-14S (18.77-33.77): pH=4.3, Eh=564, k=0.00103, As=<0.1,
Sb=<0.5, Ba=99, Be=0.17, B=<50, Cd=<0.08, Cl=4, Cr=4.8, Cr
(IV)=2.8, Co=3.5, Fe=61.5, Mn=30.7, Mo=<0.5, Ni=5.6, Se=<0.5,
Sr=5.3, SO4=<1, Tl=0.041 j, TDS=27, V=0.27 j, Ra=NA, U=NA
GWA-14D (108.7-113.7): pH=4.7, Eh=482,
k=0.00010095336547139, As=NA, Sb=NA, Ba=NA, Be=NA,
B=NA, Cd=NA, Cl=NA, Cr=NA, Cr (IV)=NA, Co=NA, Fe=NA, Mn=NA,
Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA, TDS=NA, V=NA,
Ra=NA, U=NA
GWA-15D (84.28-89.28): pH=6.2, Eh=262,
k=0.000391931460844878, As=0.14, Sb=<0.5,
Ba=74.9, Be=<0.1, B=<50, Cd=<0.08, Cl=13.8, Cr=1.6, Cr
(IV)=1.5, Co=0.034 j,B, Fe=<50, Mn=4.7 j, Mo=<0.5,
Ni=<0.5, Se=<0.5, Sr=268, SO4=4.5, Tl=<0.1, TDS=147,
V=4.9, Ra=NA, U=NA
GWA-15S (16.66-31.66): pH=5.9, Eh=401, k=0.000727,
As=0.18, Sb=<0.5, Ba=27.9, Be=<0.1, B=28.4 j, Cd=<0.08,
Cl=4.3, Cr=0.51, Cr (IV)=0.39, Co=0.12 B, Fe=40.9 j, Mn=122,
Mo=0.17 j, Ni=3.6, Se=<0.5, Sr=157, SO4=10.9, Tl=<0.1,
TDS=107, V=4.4, Ra=NA, U=NA
GWA-16S (48.22-63.22): pH=6.4, Eh=228, k=0.000243,
As=0.43, Sb=<0.5, Ba=32.4, Be=0.014 j, B=<50, Cd=<0.08,
Cl=2, Cr=0.99, Cr (IV)=0.063, Co=0.87, Fe=672, Mn=608,
Mo=8.2, Ni=2.8, Se=<0.5, Sr=199, SO4=1.2, Tl=<0.1, TDS=75,
V=1.8, Ra=NA, U=NA
GWA-16D (101.49-111.49): pH=6.2, Eh=365,
k=0.000840039284795658, As=0.16, Sb=<0.5,
Ba=26.2, Be=<0.1, B=<50, Cd=<0.08, Cl=1.9, Cr=1.1, Cr
(IV)=0.46, Co=0.079 j, Fe=102, Mn=6.6, Mo=0.41 j,B,
Ni=0.5 j, Se=<0.5, Sr=105, SO4=0.88 j, Tl=<0.1, TDS=73,
V=8.2, Ra=NA, U=NA
GWA-17S (71.71-86.71): pH=5.5, Eh=372, k=0.0000282,
As=0.22, Sb=0.11 j, Ba=30, Be=0.018 j, B=<50, Cd=<0.08,
Cl=1.2, Cr=4.5, Cr (IV)=3.6, Co=0.17, Fe=356, Mn=8.9, Mo=0.42 j,
Ni=2, Se=<0.5, Sr=97.2, SO4=5.4, Tl=<0.1, TDS=60, V=2.3,
Ra=1.007, U=<0.0005 GWA-17D (117.38-127.38): pH=6.8, Eh=291,
k=0.000563324879620988, As=1.6, Sb=0.13 j, Ba=55.4,
Be=0.038 j, B=<50, Cd=<0.08, Cl=2.1, Cr=3.5, Cr (IV)=1.4,
Co=0.38, Fe=206, Mn=81, Mo=1 B, Ni=1.4, Se=<0.5, Sr=212,
SO4=2.6, Tl=0.054 j, TDS=110, V=4.9, Ra=0.545, U=0.00071
GWA-18S (57.66-72.66): pH=7.3, Eh=293, k=0.000332, As=0.55,
Sb=<0.5, Ba=26.3, Be=<0.1, B=<50, Cd=<0.08, Cl=3.5, Cr=0.39
j, Cr (IV)=0.17, Co=0.2, Fe=101, Mn=60.6, Mo=0.68 B, Ni=2.3,
Se=<0.5, Sr=178, SO4=2, Tl=<0.1, TDS=86, V=5, Ra=NA, U=NA
GWA-18D (89.54-94.54): pH=6.8, Eh=206,
k=0.0863151319294595, As=0.5, Sb=<0.5, Ba=34.4,
Be=<0.1, B=<50, Cd=<0.08, Cl=2.3, Cr=1.5, Cr (IV)=1.2,
Co=0.23, Fe=40.8 j, Mn=18.3, Mo=0.63 B, Ni=0.9, Se=0.36 j,
Sr=143, SO4=1.7, Tl=<0.1, TDS=81, V=9.6, Ra=NA, U=NA
GWA-19S (41.87-56.87): pH=5.9, Eh=430, k=0.00000747,
As=0.31 B, Sb=0.38 j, Ba=55.8, Be=0.05 j, B=<50, Cd=0.055 j,
Cl=2, Cr=1.9, Cr (IV)=0.42, Co=0.2, Fe=210, Mn=23.1,
Mo=0.43 j, Ni=2.3, Se=0.34 j, Sr=119, SO4=0.76 j, Tl=0.034 j,
TDS=61, V=1, Ra=NA, U=NA
GWA-21DA (177-182): pH=7.4, Eh=175, k=NM, As=0.2, Sb=0.24
j, Ba=9.1, Be=0.013 j, B=<50, Cd=<0.08, Cl=3.9, Cr=3.7, Cr
(IV)=0.78, Co=0.11 B, Fe=92.9, Mn=11.5, Mo=1.3, Ni=1.9,
Se=<0.5, Sr=118, SO4=2.3, Tl=<0.1, TDS=115, V=15.3,
Ra=0.558, U=0.00023 jGWA-21S (25.88-40.88): pH=4.8, Eh=269, k=0.0000811,
As=<0.1, Sb=<0.5, Ba=79.6, Be=0.15, B=<50, Cd=<0.08, Cl=4.4,
Cr=3, Cr (IV)=1.9, Co=1.6, Fe=34.9 j, Mn=157, Mo=<0.5, Ni=6.1,
Se=<0.5, Sr=24.6, SO4=1.1, Tl=0.022 j, TDS=<25, V=<0.3,
Ra=0.582, U=<0.0005
GWA-21BR (201.67-206.67): pH=8.2, Eh=240,
k=2.29504858336376E-05, As=1.6, Sb=0.43 j, Ba=17.1,
Be=0.012 j, B=<50, Cd=<0.08, Cl=4.9, Cr=0.73, Cr (IV)=0.092,
Co=0.3, Fe=192, Mn=278, Mo=7.1, Ni=0.66, Se=<0.5, Sr=154,
SO4=2, Tl=<0.1, TDS=148, V=15.9, Ra=1.052, U=0.0009
GWA-22D (180-185): pH=6.7, Eh=285,
k=0.000111398608608905, As=0.2, Sb=0.14 j, Ba=40,
Be=<0.1, B=<50, Cd=0.067 j, Cl=2.3, Cr=26.9, Cr (IV)=0.45,
Co=0.9, Fe=235, Mn=35.5, Mo=1.4, Ni=20.8, Se=<0.5, Sr=257,
SO4=1.1, Tl=0.017 j, TDS=162, V=11, Ra=NA, U=NA
GWA-22S (24.87-39.87): pH=5.1, Eh=365, k=0.0000118,
As=0.36, Sb=0.14 j, Ba=81.6, Be=0.092 j, B=<50, Cd=0.17,
Cl=1.9, Cr=0.46 j,B, Cr (IV)=0.05, Co=17.5, Fe=315, Mn=625,
Mo=<0.5, Ni=2.6, Se=0.38 j, Sr=6.7, SO4=1.3, Tl=0.096 j,
TDS=<25, V=0.78, Ra=NA, U=NA
GWA-23S (23.05-38.05): pH=4.6, Eh=496, k=0.00000883,
As=0.11, Sb=0.4 j, Ba=38.8, Be=0.05 j, B=<50, Cd=<0.08,
Cl=3.2, Cr=1.3, Cr (IV)=0.33 M1, Co=0.56, Fe=108, Mn=27.6,
Mo=<0.5, Ni=3.9, Se=<0.5, Sr=5.1, SO4=1.2, Tl=0.032 j,
TDS=<25, V=0.33, Ra=0.977, U=<0.0005
GWA-24D (122.95-127.95): pH=7.5, Eh=234, k=0.000324423457844836,
As=0.24, Sb=<0.5, Ba=28.4, Be=<0.1, B=<50, Cd=<0.08, Cl=2.4, Cr=2.3,
Cr (IV)=1.3, Co=0.23, Fe=318, Mn=17.9, Mo=0.41 j, Ni=0.71, Se=0.35 j,
Sr=93.6, SO4=2.2, Tl=<0.1, TDS=89, V=13.3, Ra=1.103, U=<0.0005
GWA-24BR (160.49-165.39): pH=8.3, Eh=-16,
k=6.61540354022338E-05, As=0.66, Sb=0.32 j, Ba=19.1,
Be=<0.1, B=<50, Cd=<0.08, Cl=5.7, Cr=2.2, Cr (IV)=0.12,
Co=0.2, Fe=436, Mn=34.6, Mo=4.3, Ni=2.1, Se=<0.5, Sr=96.6,
SO4=8.2, Tl=<0.1, TDS=110, V=9.3, Ra=NA, U=NA
GWA-26S (45.44-70.44): pH=7, Eh=354, k=0.0000571,
As=0.27, Sb=0.17 j, Ba=13.2, Be=0.015 j, B=<50, Cd=<0.08,
Cl=1.9, Cr=2.8, Cr (IV)=0.62, Co=0.26, Fe=468, Mn=22, Mo=0.83,
Ni=1, Se=<0.5, Sr=69.9, SO4=1, Tl=<0.1, TDS=53, V=3.2,
Ra=0.775, U=<0.0005
GWA-26D (114.85-129.85): pH=7.4, Eh=183, k=0.000366584669619448,
As=0.66, Sb=0.16 j, Ba=14.8, Be=<0.1, B=<50, Cd=<0.08, Cl=4.7, Cr=0.57,
Cr (IV)=0.063, Co=0.31, Fe=88, Mn=176, Mo=16.3, Ni=0.69, Se=<0.5,
Sr=86.5, SO4=7.3, Tl=<0.1, TDS=102, V=4.3, Ra=0.647, U=0.000072 j
CCR-1S (17.98-32.98): pH=5.1, Eh=511, k=NM, As=<0.1,
Sb=<0.5, Ba=40.9, Be=0.067 j, B=<50, Cd=<0.08, Cl=1.5, Cr=2.1
j+, Co=9.9, Mo=0.14 j, Se=<0.5, SO4=2.1, Tl=0.036 j, TDS=32,
Ra=0.028
CCR-1DA (80.95-85.95): pH=6.1, Eh=243, k=NM, As=0.17,
Sb=<0.5, Ba=65.2, Be=<0.1, B=<50, Cd=<0.08, Cl=2.3,
Cr=0.37 j, Co=0.9, Mo=1.8, Se=<0.5, SO4=1.3, Tl=<0.1,
TDS=114, Ra=1.055
CCR-1D (87.35-92.35): pH=7.2, Eh=154, k=NM, As=0.57,
Sb=<0.5, Ba=99.4, Be=<0.1, B=<50, Cd=<0.08, Cl=3.2, Cr=0.45
j, Co=0.26, Mo=1.7, Se=<0.5, SO4=25.4, Tl=<0.1, TDS=165,
Ra=-0.219
CCR-2S (16.23-31.23): pH=5.6, Eh=290, k=NM, As=<0.1, Sb=<0.5,
Ba=28, Be=0.043 j, B=<50, Cd=<0.08, Cl=3.4, Cr=0.5, Co=0.32,
Mo=<0.5, Se=0.44 j, SO4=1.3, Tl=0.02 j, TDS=<25, Ra=1.036
CCR-2D (125.71-130.71): pH=6.8, Eh=123, k=NM, As=0.66,
Sb=0.25 j, Ba=142, Be=<0.1, B=69.2, Cd=<0.08, Cl=5.4,
Cr=0.32 j, Co=0.64, Mo=1.5, Se=<0.5, SO4=15.6, Tl=<0.1,
TDS=301, Ra=1.215
CCR-3DA (117.92-122.92): pH=7.1, Eh=262, k=NM, As=0.66,
Sb=0.41 j, Ba=14.6, Be=<0.1, B=<50, Cd=<0.08, Cl=6.8,
Cr=2.6, Co=0.05 j,B, Mo=3.9, Se=0.34 j, SO4=10.1, Tl=<0.1,
TDS=201, Ra=0.548
CCR-3D (114.63-119.63): pH=12.8, Eh=31, k=NM, As=0.098 j,
Sb=<0.5, Ba=893, Be=<0.1, B=<50, Cd=<0.08, Cl=3.5, Cr=0.61,
Co=0.031 j, Mo=4.8, Se=0.34 j, SO4=0.91 j, Tl=<0.1, TDS=1120,
Ra=3.42
CCR-3S (26.75-41.75): pH=5.2, Eh=301, k=NM, As=0.3, Sb=<0.5,
Ba=19.4, Be=0.11, B=417, Cd=0.28, Cl=8.7, Cr=0.42 j, Co=52.3,
Mo=<0.5, Se=2.3, SO4=115, Tl=0.089 j, TDS=252, Ra=0.39
CCR-4DA (131.83-136.83): pH=6.7, Eh=193, k=NM, As=0.7,
Sb=0.17 j, Ba=124, Be=<0.1, B=43.7 j, Cd=<0.08, Cl=4.9,
Cr=0.53, Co=0.43, Mo=1, Se=<0.5, SO4=169, Tl=0.055 j,
TDS=401, Ra=0.776
CCR-4D (146.3-151.3): pH=11.5, Eh=-36, k=NM,
As=0.25, Sb=0.21 j, Ba=174, Be=<0.1, B=39.3 j, Cd=<0.08, Cl=4.3, Cr=1.5,
Co=0.32, Mo=2.2, Se=0.33 j, SO4=148, Tl=<0.1, TDS=342, Ra=1.132
CCR-4SA (23.29-38.29): pH=3.6, Eh=609, k=NM, As=88.3,
Sb=<10, Ba=<100 D3, Be=34, B=<1000 D3, Cd=7.7, Cl=6.4,
Cr=<10, Co=3670, Mo=<10, Se=526, SO4=1810 M6, Tl=1.9 j,
TDS=2650, Ra=1.252
CCR-5D (123.71-128.71): pH=6.9, Eh=226, k=NM, As=0.47,
Sb=<0.5, Ba=19.1, Be=<0.1, B=47.7 j, Cd=<0.08, Cl=3.4,
Cr=0.44 j, Co=0.29, Mo=0.92, Se=<0.5, SO4=47, Tl=<0.1,
TDS=203, Ra=-0.0138
CCR-5S (14.54-29.54): pH=4.1, Eh=479, k=NM, As=4.7,
Sb=<0.5, Ba=15.3, Be=6.9, B=542, Cd=5.6, Cl=6.4, Cr=3.2 j,
Co=805, Mo=<0.5, Se=41.7, SO4=684, Tl=2.1, TDS=1160,
Ra=1.632
CCR-6D (127.65-132.65): pH=6.9, Eh=112, k=NM, As=0.13,
Sb=<0.5, Ba=41.9, Be=<0.1, B=33 j, Cd=<0.08, Cl=2,
Cr=0.23 j, Co=0.11, Mo=0.97, Se=<0.5, SO4=4.9, Tl=<0.1,
TDS=109, Ra=0.2533
CCR-6S (8.77-23.77): pH=2.8, Eh=635, k=NM,
As=1.9, Sb=<0.5, Ba=20.8, Be=0.83, B=686, Cd=0.09, Cl=4.7,
Cr=1.3, Co=34.5, Mo=<0.5, Se=5.7, SO4=1320, Tl=3.1,
TDS=2390, Ra=0.398
CCR-7D (131.6-136.6): pH=7.8, Eh=164, k=NM, As=0.13,
Sb=<0.5, Ba=32.7, Be=<0.1, B=709, Cd=<0.08, Cl=5,
Cr=0.65, Co=0.18, Mo=0.6, Se=<0.5, SO4=87.7, Tl=<0.1,
TDS=189, Ra=0.414
CCR-7S (7.71-22.71): pH=5.3, Eh=429, k=NM, As=0.15,
Sb=<0.5, Ba=19.8, Be=0.12, B=1990, Cd=0.094, Cl=9.4,
Cr=0.29 j, Co=4.5, Mo=<0.5, Se=0.8, SO4=164, Tl=<0.1,
TDS=265, Ra=0.4304
CCR-8D (123.65-128.65): pH=6.5, Eh=41, k=NM, As=0.12,
Sb=<0.5, Ba=3.7 j, Be=<0.1, B=1290, Cd=<0.08, Cl=7,
Cr=0.27 j, Co=0.13, Mo=0.26 j, Se=0.37 j, SO4=88.5,
Tl=<0.1, TDS=189, Ra=0.843
CCR-8S (7.67-22.67): pH=5.2, Eh=386, k=NM, As=0.62,
Sb=<0.5, Ba=21.9, Be=0.064 j, B=1570, Cd=0.07 j, Cl=10.5,
Cr=0.35 j, Co=41.3, Mo=0.12 j, Se=1.2, SO4=165, Tl=0.1,
TDS=290, Ra=0.391
CCR-9S (7.38-22.38): pH=4.9, Eh=372, k=NM, As=0.14,
Sb=<0.5, Ba=13.6, Be=0.079 j, B=1240, Cd=<0.08, Cl=9.6,
Cr=0.11 j, Co=14.8, Mo=<0.5, Se=0.85, SO4=157, Tl=0.089 j,
TDS=274, Ra=0.876
CCR-9D (94.75-99.75): pH=7.5, Eh=-13, k=NM, As=0.096 j,
Sb=0.11 j, Ba=30.9, Be=<0.1, B=1980, Cd=<0.08, Cl=9.2,
Cr=0.25 j, Co=0.2, Mo=4.3, Se=<0.5, SO4=157, Tl=<0.1,
TDS=303, Ra=0.6976
CCR-11DA (88.59-93.59): pH=6.6, Eh=218, k=NM,
As=0.074 j, Sb=<0.5, Ba=61.3, Be=<0.1, B=1470,
Cd=<0.08, Cl=7.8, Cr=0.31 j, Co=1.9, Mo=0.7, Se=0.37 j,
SO4=85.6, Tl=<0.1, TDS=167, Ra=0.352
CCR-11D (112.74-117.74): pH=12.9, Eh=224, k=NM, As=0.13,
Sb=0.22 j, Ba=1640, Be=<0.1, B=28.4 j, Cd=<0.08, Cl=2.6,
Cr=3.8, Co=0.11, Mo=5.2, Se=<0.5, SO4=<1, Tl=<0.1,
TDS=1800, Ra=11.36
CCR-11S (10.78-25.78): pH=6.3, Eh=284, k=NM, As=0.059 j,
Sb=<0.5, Ba=60.6, Be=<0.1, B=117, Cd=<0.08, Cl=3.2, Cr=0.47
j, Co=0.35, Mo=4.1, Se=1.2, SO4=81.9, Tl=0.076 j, TDS=253,
Ra=0.545
CCR-14S (13.19-28.19): pH=4.8, Eh=281, k=NM, As=0.09 j,
Sb=<0.5, Ba=46.5, Be=<0.1, B=938, Cd=0.075 j, Cl=9.1,
Cr=0.33 j, Co=13.4, Mo=<0.5, Se=0.6, SO4=51.8, Tl=0.068 j,
TDS=132, Ra=1.063
CCR-14D (124.71-129.71): pH=8.4, Eh=63, k=NM, As=0.19,
Sb=0.51, Ba=25, Be=<0.1, B=571, Cd=<0.08, Cl=7.5,
Cr=0.82, Co=0.14, Mo=2.8, Se=<0.5, SO4=43.5, Tl=<0.1,
TDS=158, Ra=0.706
CCR-16S (13.74-28.74): pH=6.6, Eh=268, k=NM, As=0.46,
Sb=<0.5, Ba=82.2, Be=<0.1, B=1110, Cd=<0.08, Cl=18.2,
Cr=15.9, Co=2.1, Mo=0.28 j, Se=0.62, SO4=111, Tl=0.036 j,
TDS=332, Ra=0.51
CCR-16D (70.69-75.69): pH=6.9, Eh=157, k=NM, As=0.46,
Sb=<0.5, Ba=4.2 j, Be=<0.1, B=406, Cd=<0.08, Cl=6.6,
Cr=0.38 j, Co=0.1, Mo=1.2, Se=<0.5, SO4=39.3, Tl=<0.1,
TDS=161, Ra=0.2963
CCR-17S (16.06-31.06): pH=6.2, Eh=441, k=NM, As=0.072 j,
Sb=<0.5, Ba=55.2, Be=<0.1, B=1310, Cd=<0.08, Cl=26.6,
Cr=1, Co=0.8, Mo=<0.5, Se=<0.5, SO4=45.2, Tl=0.11,
TDS=188, Ra=0.667
CCR-17D (93.37-98.37): pH=7.1, Eh=146, k=NM, As=0.24,
Sb=<0.5, Ba=<5, Be=<0.1, B=1460, Cd=<0.08, Cl=11.7,
Cr=0.11 j, Co=0.095 j, Mo=0.45 j, Se=<0.5, SO4=44.3,
Tl=0.021 j, TDS=278, Ra=0.6101
CCR-18D (188.13-193.13): pH=6.4, Eh=-19, k=NM, As=0.14,
Sb=<0.5, Ba=79.2, Be=<0.1, B=234, Cd=<0.08, Cl=53, Cr=0.26
j, Co=0.32, Mo=1.2, Se=<0.5, SO4=55.3, Tl=<0.1, TDS=248,
Ra=0.335
CCR-18S (12.21-27.21): pH=4.5, Eh=559, k=NM, As=0.37,
Sb=<0.5, Ba=20.8, Be=0.93, B=51.2, Cd=0.073 j, Cl=22.3,
Cr=0.68, Co=21.4, Mo=<0.5, Se=3.3, SO4=121, Tl=0.034 j,
TDS=213, Ra=0.927
CCR-20S (11.74-26.74): pH=4.8, Eh=423, k=NM,
As=<0.1, Sb=<0.5, Ba=78.8, Be=0.41, B=218, Cd=<0.08,
Cl=41, Cr=1.6, Co=11, Mo=<0.5, Se=0.53, SO4=15.6,
Tl=0.026 j, TDS=112, Ra=1.49
CCR-20D (180.99-185.99): pH=6.8, Eh=219, k=NM,
As=0.067 j, Sb=<0.5, Ba=42.2, Be=<0.1, B=382, Cd=<0.08,
Cl=66.2, Cr=0.13 j, Co=0.6, Mo=0.7, Se=<0.5, SO4=37.6,
Tl=<0.1, TDS=255, Ra=0.294
CCR-21S (21.35-36.35): pH=4.9, Eh=280, k=NM,
As=0.12, Sb=<0.5, Ba=567, Be=2.1, B=1760, Cd=0.74, Cl=109,
Cr=0.67, Co=56.6, Mo=<0.5, Se=0.72, SO4=18.1, Tl=0.17,
TDS=209, Ra=0.875
CCR-21D (149.22-154.22): pH=6.5, Eh=-21, k=NM, As=<0.1,
Sb=<0.5, Ba=118, Be=<0.1, B=340, Cd=<0.08, Cl=48.5,
Cr=0.27 j, Co=0.05 j, Mo=<0.5, Se=<0.5, SO4=35.3, Tl=<0.1,
TDS=276, Ra=0.901
CCR-22S (23.45-38.45): pH=4.7, Eh=345, k=NM, As=<0.1,
Sb=<0.5, Ba=115, Be=0.18, B=<50, Cd=<0.08, Cl=13.7, Cr=0.6,
Co=3.3, Mo=<0.5, Se=<0.5, SO4=3.4, Tl=0.068 j, TDS=45,
Ra=0.458
CCR-22DA (165.91-170.91): pH=8.9, Eh=110, k=NM, As=2.1,
Sb=0.39 j, Ba=3.5 j, Be=0.025 j, B=<50, Cd=<0.08, Cl=8.8,
Cr=1.9, Co=0.054 j, Mo=8.1, Se=<0.5, SO4=13.9, Tl=0.024 j,
TDS=150, Ra=0.642
CCR-23S (21.04-36.04): pH=5.4, Eh=303, k=NM,
As=<0.1, Sb=<0.5, Ba=73.6, Be=0.047 j, B=<50, Cd=<0.08,
Cl=4.7, Cr=0.37 j, Co=1.2, Mo=<0.5, Se=<0.5, SO4=0.9 j,
Tl=<0.1, TDS=47, Ra=0.975
CCR-23D (119.11-124.11): pH=6.8, Eh=138, k=NM,
As=0.077 j, Sb=<0.5, Ba=7.5, Be=<0.1, B=<50, Cd=<0.08,
Cl=2.9, Cr=0.32 j, Co=0.36, Mo=0.9, Se=<0.5, SO4=1.8,
Tl=<0.1, TDS=124, Ra=0.61
AL131 (UNK-UNK): pH=6.9, Eh=384, k=NM, As=<0.5, Sb=<0.5,
Ba=25.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.3, Cr=1.1, Cr (IV)=0.78,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=59.5,
SO4=<2, Tl=<0.1, TDS=75, V=7.9, Ra=NA, U=NA
AL131 (UNK-UNK): pH=6.9, Eh=384, k=NM, As=<0.5, Sb=<0.5,
Ba=25.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.3, Cr=1.1, Cr (IV)=0.78,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=59.5,
SO4=<2, Tl=<0.1, TDS=75, V=7.9, Ra=NA, U=NA
AL1 (UNK-UNK): pH=6.9, Eh=368, k=NM,
As=<0.5, Sb=<0.5, Ba=24.6, Be=<0.2, B=<5, Cd=<0.08, Cl=5.1,
Cr=<0.5, Cr (IV)=0.17, Co=<0.5, Fe=<50, Mn=1.1, Mo=0.63,
Ni=<0.5, Se=<0.5, Sr=124, SO4=<2, Tl=<0.1, TDS=100, V=6.3,
Ra=NA, U=NA
AL133 (UNK-UNK): pH=7, Eh=314, k=NM, As=<0.5, Sb=<0.5,
Ba=20.1, Be=<0.2, B=<5, Cd=<0.08, Cl=3.1, Cr=0.95, Cr (IV)=0.72,
Co=<0.5, Fe=273, Mn=5.2, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=89.9,
SO4=<2, Tl=<0.1, TDS=99, V=7.4, Ra=NA, U=NA
AL88 (UNK-UNK): pH=6.4, Eh=392, k=NM, As=<0.5, Sb=<0.5,
Ba=23.6, Be=<0.2, B=<5, Cd=<0.08, Cl=2.1, Cr=1.4, Cr (IV)=0.82,
Co=<0.5, Fe=136, Mn=34.6, Mo=<0.5, Ni=0.62, Se=<0.5, Sr=83.2,
SO4=<2, Tl=<0.1, TDS=63, V=<1, Ra=NA, U=NA
AL85 (UNK-UNK): pH=6.7, Eh=425, k=NM, As=<0.5, Sb=<0.5,
Ba=13, Be=<0.2, B=<5, Cd=<0.08, Cl=1.4, Cr=2.6, Cr (IV)=2.5,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=69.2,
SO4=<2, Tl=<0.1, TDS=67, V=9.6, Ra=NA, U=NA
AL97 (UNK-UNK): pH=8, Eh=243, k=NM, As=1.4, Sb=<0.5, Ba=6.2,
Be=<0.2, B=8, Cd=<0.08, Cl=1.8, Cr=<0.5, Cr (IV)=<0.03, Co=<0.5,
Fe=<50, Mn=5.3, Mo=4.7, Ni=<0.5, Se=<0.5, Sr=112, SO4=7,
Tl=<0.1, TDS=102, V=<1, Ra=NA, U=NA AL111 (UNK-UNK): pH=6.6, Eh=336, k=NM, As=<0.5, Sb=<0.5,
Ba=26.2, Be=<0.2, B=<5, Cd=<0.08, Cl=2.4, Cr=1.3, Cr (IV)=1.1,
Co=<0.5, Fe=<50, Mn=1.2, Mo=<0.5, Ni=0.56, Se=<0.5, Sr=120,
SO4=2.8, Tl=<0.1, TDS=109, V=10.4, Ra=NA, U=NA
OW-6
OW-5
OW-4
OW-3
OW-2
OW-8
OW-7
OW-6
AB-23BRU
AB-25BRU
GWA-24S
GWA-6D
CCR-BG-1D
CCR-22D
DATA NOTES:
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATA TABLE NOTES
FOR QUALIFIER DEFINITIONS.
DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.
NA=NOT ANALYZED
NM=NOT MEASURED
DATA IS EXCLUDED FOR THE WELLS WITH A MEASURED TURBIDITY GREATER THAN 10 NTU's AND /OR
HIGH 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): Cr (VI)=Hexavalent
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): Ra= Radium
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): U=Uranium (ug/L)
WELL KEY
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP BASE MAP CALL OUTS_1-12-18.dwg
AB-21BRL (226.19-231.19): pH=8.4, Eh=27, k=NM,
As=1.8, Sb=0.14 j, Ba=4.5 j, Be=0.01 j, B=26.4 j, Cd=<0.08,
Cl=4.6, Cr=0.33 j,B, Cr (IV)=0.0089 j, Co=0.11, Fe=104,
Mn=74.1, Mo=11.1, Ni=0.61, Se=<0.5, Sr=90.5, SO4=12.1,
Tl=<0.1, TDS=127, V=2.3, Ra=0.777, U=0.0015
GWA-24SA (33-48): pH=5.5, Eh=393,
As=0.069 j, Sb=0.12 j, Be=0.057 j, B=<50, Cd=0.031 j, Cr=1.5, Cr
(IV)=0.02 j, Co=2, Fe=133 B, Mn=143, Mo=<0.5, Ni=4.9, Se=<0.5,
Sr=11, SO4=<1, Tl=<0.1, TDS=37 D6, V=0.4 B, Ra=NA, U=NA
CCR-BG-1S (24.8-39.8): pH=6.1, Eh=274,
As=<0.1, Sb=<0.5, Be=0.027 j, B=<50, Cd=<0.08, Cr=0.42 j,
Cr (IV)=NA, Co=5.7, Fe=NA, Mn=NA, Mo=<0.5, Ni=NA, Se=<0.5,
Sr=NA, SO4=2, Tl=0.067 j, TDS=<25, V=NA, Ra=0.663, U=NA
CCR-BG-1DA (UNK-UNK): pH=7.3, Eh=11,
As=0.3, Sb=0.6, Be=<0.1, B=<50, Cd=<0.08, Cr=0.6, Cr (IV)=NA,
Co=0.24, Fe=NA, Mn=NA, Mo=10.5, Ni=NA, Se=<0.5, Sr=NA,
SO4=<1, Tl=<0.1, TDS=130, V=NA, Ra=0.683, U=NA
GWA-6BRA (185-190): pH=6.7, Eh=261,
As=0.16, Sb=<0.5, Be=<0.1, B=30.2 j, Cd=<0.08, Cr=1.7, Cr (IV)=0.0095 j,
Co=1.6, Fe=296, Mn=124, Mo=1.9, Ni=2.1, Se=<0.5, Sr=617, SO4=124,
Tl=<0.1, TDS=363, V=5.1, Ra=0.956, U=0.0013
AB-32S (54.64-69.64): pH=5.3, Eh=138, k=0.00000289,
As=0.76, Sb=<0.5, Ba=18.2, Be=<0.1, B=<50, Cd=<0.08, Cl=9,
Cr=0.48 j, Cr (IV)=1.1, Co=19.7, Fe=32700, Mn=5420, Mo=0.15
j, Ni=0.77, Se=<0.5, Sr=37.3, SO4=2.7, Tl=0.021 j, TDS=36 D6,
V=0.53 B, Ra=NA, U=NA
PH WELL (UNK-UNK): pH=6.1, Eh=260, k=NM,
As=0.11 j+, Sb=<0.5, Ba=187, Be=<0.1, B=309, Cd=<0.08,
Cl=88.2, Cr=0.59, Cr (IV)=<0.025, Co=0.064 j, Fe=1160 j,
Mn=17.8 j, Mo=<0.5, Ni=0.46 j, Se=<0.5, Sr=778, SO4=49.2,
Tl=<0.1, TDS=314, V=3.4, Ra=NA, U=NA
NOTE:
1.DISPLAYED WATER SUPPLY WELL LOCATIONS (AND SAMPLE ANALYTICAL RESULTS)
REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.
AB-21BR
FIGURE 14-104
COMPREHENSIVE
GROUNDWATER DATA
(SHEET 2 OF 2)
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 14-104 (GROUNDWATER-PG2)
L. DRAGO
JOHN CHASTAIN
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
C. SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
240120600240
(IN FEET)
1/16/2018
1/16/2018
AL100 (UNK-UNK): pH=7.2, Eh=485, k=NM, As=<0.5, Sb=<0.5,
Ba=8.1, Be=<0.2, B=<5, Cd=<0.08, Cl=4.5, Cr=0.71, Cr (IV)=0.56,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=0.89, Ni=<0.5, Se=<0.5, Sr=161,
SO4=2.8, Tl=<0.1, TDS=150, V=12.8, Ra=NA, U=NA
AL101 (UNK-UNK): pH=6.6, Eh=373, k=NM, As=<0.5, Sb=<0.5,
Ba=10.5, Be=<0.2, B=<5, Cd=<0.08, Cl=2.2, Cr=2.9, Cr (IV)=0.61,
Co=<0.5, Fe=<50, Mn=6.9, Mo=<0.5, Ni=1.6, Se=<0.5, Sr=72.5,
SO4=<0.002, Tl=<0.1, TDS=40, V=4, Ra=NA, U=NA
AL102 (UNK-UNK): pH=6.4, Eh=431, k=NM, As=<0.5, Sb=<0.5,
Ba=44.9, Be=<0.2, B=9.5, Cd=<0.08, Cl=5.7, Cr=2.6, Cr (IV)=1.4,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=0.79, Se=<0.5, Sr=116,
SO4=<2, Tl=<0.1, TDS=109, V=9, Ra=NA, U=NA
AL11 (UNK-UNK): pH=6.5, Eh=408, k=NM, As=<0.5, Sb=<0.5,
Ba=34.1, Be=<0.2, B=<5, Cd=<0.08, Cl=3.7, Cr=2.6, Cr (IV)=1.6,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=0.64, Se=<0.5, Sr=153,
SO4=2.2, Tl=<0.1, TDS=118, V=5.2, Ra=NA, U=NA
AL110 (UNK-UNK): pH=6.8, Eh=431, k=NM, As=<0.5, Sb=<0.5,
Ba=16.5, Be=<0.2, B=<5, Cd=<0.08, Cl=4.4, Cr=2.1, Cr (IV)=1.7,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=1, Ni=<0.5, Se=<0.5, Sr=110,
SO4=2, Tl=<0.1, TDS=110, V=11.3, Ra=NA, U=NA
AL113 (UNK-UNK): pH=6.9, Eh=968, k=NM, As=<0.5, Sb=<0.5,
Ba=30.5, Be=<0.2, B=<5, Cd=<0.08, Cl=5.3, Cr=2.8, Cr (IV)=2,
Co=<0.5, Fe=<50, Mn=0.66, Mo=0.64, Ni=<0.5, Se=<0.5, Sr=169,
SO4=2.2, Tl=<0.1, TDS=108, V=11.4, Ra=NA, U=NA
AL114 (UNK-UNK): pH=6.9, Eh=980, k=NM, As=<0.5, Sb=<0.5,
Ba=26.1, Be=<0.2, B=<5, Cd=<0.08, Cl=5, Cr=2.7, Cr (IV)=2.2,
Co=<0.5, Fe=<50, Mn=0.97, Mo=0.64, Ni=<0.5, Se=<0.5, Sr=162,
SO4=2.3, Tl=<0.1, TDS=128, V=10.5, Ra=NA, U=NA
AL115 (UNK-UNK): pH=7.6, Eh=518, k=NM, As=0.82, Sb=<0.5,
Ba=19.9, Be=<0.2, B=38.8, Cd=<0.08, Cl=19.1, Cr=0.63, Cr
(IV)=0.16, Co=<0.5, Fe=238, Mn=23.9, Mo=2.7, Ni=0.89, Se=<0.5,
Sr=3400, SO4=373, Tl=<0.1, TDS=675.0001, V=5.3, Ra=NA, U=NA
AL117 (UNK-UNK): pH=6.4, Eh=397, k=NM, As=<0.5, Sb=<0.5,
Ba=179, Be=<0.2, B=42, Cd=<0.08, Cl=11.7, Cr=0.95, Cr
(IV)=0.15, Co=<0.5, Fe=118, Mn=2.6, Mo=0.68, Ni=1.2, Se=1.8,
Sr=463, SO4=38.3, Tl=<0.1, TDS=254, V=5.4, Ra=NA, U=NA
AL118 (UNK-UNK): pH=6.4, Eh=430, k=NM, As=<0.5, Sb=<0.5,
Ba=49, Be=<0.2, B=<5, Cd=<0.08, Cl=3, Cr=2.8, Cr (IV)=2.3,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=1.1, Se=<0.5, Sr=183,
SO4=<2, Tl=<0.1, TDS=107, V=10.6, Ra=NA, U=NA
AL119 (UNK-UNK): pH=7.4, Eh=362, k=NM, As=1.2, Sb=<0.5,
Ba=9.2, Be=<0.2, B=7.4, Cd=<0.08, Cl=1.8, Cr=1.3, Cr (IV)=0.056,
Co=<0.5, Fe=144, Mn=6.6, Mo=3.4, Ni=0.81, Se=<0.5, Sr=129,
SO4=5.6, Tl=<0.1, TDS=114, V=3.1, Ra=NA, U=NA
AL12 (UNK-UNK): pH=6.1, Eh=464, k=NM, As=<0.5, Sb=<0.5,
Ba=58.2, Be=<0.2, B=<5, Cd=<0.08, Cl=8.4, Cr=1.7, Cr (IV)=1.5,
Co=<0.5, Fe=<50, Mn=0.8, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=286,
SO4=4.5, Tl=<0.1, TDS=146, V=2.4, Ra=NA, U=NA
AL121 (UNK-UNK): pH=6.9, Eh=354, k=NM, As=<0.5, Sb=<0.5,
Ba=11.8, Be=<0.2, B=<5, Cd=<0.08, Cl=2.2, Cr=2, Cr (IV)=1.7,
Co=<0.5, Fe=<50, Mn=1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=67.1,
SO4=<2, Tl=<0.1, TDS=73, V=13.1, Ra=NA, U=NA
AL123 (UNK-UNK): pH=6.3, Eh=440, k=NM, As=<0.5, Sb=<0.5,
Ba=74.6, Be=<0.2, B=<5, Cd=<0.08, Cl=11.2, Cr=2.2, Cr (IV)=2,
Co=<0.5, Fe=<50, Mn=0.74, Mo=<0.5, Ni=1.1, Se=<0.5, Sr=173,
SO4=<2, Tl=<0.1, TDS=160, V=7.6, Ra=NA, U=NA
AL126 (UNK-UNK): pH=6.9, Eh=399, k=NM, As=<0.5, Sb=<0.5,
Ba=26.2, Be=<0.2, B=<5, Cd=<0.08, Cl=2.2, Cr=4.4, Cr (IV)=4.2,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=118,
SO4=2.1, Tl=<0.1, TDS=103, V=12, Ra=NA, U=NA
AL127 (UNK-UNK): pH=6.8, Eh=357, k=NM, As=<0.5, Sb=<0.5,
Ba=17, Be=<0.2, B=<5, Cd=<0.08, Cl=2.3, Cr=5, Cr (IV)=4.4,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=130,
SO4=<2, Tl=<0.1, TDS=109, V=10.6, Ra=NA, U=NA
AL130 (UNK-UNK): pH=6.4, Eh=378, k=NM, As=<0.5, Sb=<0.5,
Ba=43.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2, Cr=2.4, Cr (IV)=2.4,
Co=<0.5, Fe=<50, Mn=1.1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=106,
SO4=<2, Tl=<0.1, TDS=110, V=7.9, Ra=NA, U=NA
AL135 (UNK-UNK): pH=6.5, Eh=394, k=NM, As=<0.5, Sb=<0.5,
Ba=48.8, Be=<0.2, B=<5, Cd=<0.08, Cl=4.1, Cr=2.4, Cr (IV)=2.1,
Co=<0.5, Fe=88.6, Mn=3, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=180,
SO4=2.1, Tl=<0.1, TDS=107, V=7, Ra=NA, U=NA
AL136 (UNK-UNK): pH=6.2, Eh=432, k=NM, As=<0.5, Sb=<0.5,
Ba=117, Be=<0.2, B=<5, Cd=<0.08, Cl=21.7, Cr=3.3, Cr (IV)=2.8,
Co=<0.5, Fe=52.8, Mn=0.82, Mo=<0.5, Ni=0.57, Se=<0.5, Sr=378,
SO4=2.1, Tl=<0.1, TDS=233, V=4.5, Ra=NA, U=NA
AL138 (UNK-UNK): pH=6.6, Eh=349, k=NM, As=<0.5, Sb=<0.5,
Ba=51.4, Be=<0.2, B=<5, Cd=<0.08, Cl=10.8, Cr=1.4, Cr (IV)=1.2,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=215,
SO4=<2, Tl=<0.1, TDS=160, V=6.4, Ra=NA, U=NA
AL139 (UNK-UNK): pH=6.3, Eh=353, k=NM, As=<0.5, Sb=<0.5,
Ba=19.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.1, Cr=0.81, Cr (IV)=0.64,
Co=<0.5, Fe=<50, Mn=4.1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=81.4,
SO4=2.7, Tl=<0.1, TDS=81, V=5.4, Ra=NA, U=NA
AL14 (UNK-UNK): pH=5.9, Eh=418, k=NM, As=<5, Sb=<1, Ba=96,
Be=<1, B=<100, Cd=<0.1, Cl=22.3, Cr=4, Cr (IV)=5, Co=<1,
Fe=<50, Mn=<5, Mo=<5, Ni=<5, Se=<5, Sr=360, SO4=6.920001,
Tl=<0.1, TDS=214, V=2, Ra=NA, U=NA
AL140 (UNK-UNK): pH=6.2, Eh=398, k=NM, As=<0.5, Sb=<0.5,
Ba=45.4, Be=<0.2, B=<5, Cd=<0.08, Cl=12.2, Cr=2.5, Cr (IV)=2.4,
Co=<0.5, Fe=58.4, Mn=2, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=189,
SO4=2.8, Tl=<0.1, TDS=151, V=4.7, Ra=NA, U=NA
AL141 (UNK-UNK): pH=6.8, Eh=363, k=NM, As=<0.5, Sb=<0.5,
Ba=22.5, Be=<0.2, B=<5, Cd=0.092, Cl=2.1, Cr=3.9, Cr (IV)=4.4,
Co=<0.5, Fe=<50, Mn=1.8, Mo=<0.5, Ni=0.58, Se=<0.5, Sr=104,
SO4=<2, Tl=<0.1, TDS=98, V=12.8, Ra=NA, U=NA
AL142 (UNK-UNK): pH=6.6, Eh=253, k=NM, As=<0.5, Sb=<0.5,
Ba=23.7, Be=<0.2, B=<5, Cd=<0.08, Cl=5, Cr=0.89, Cr (IV)=0.079,
Co=<0.5, Fe=958, Mn=21.3, Mo=<0.5, Ni=0.71, Se=<0.5, Sr=125,
SO4=<2, Tl=<0.1, TDS=105, V=4.9, Ra=NA, U=NA
AL15 (UNK-UNK): pH=6.3, Eh=368, k=NM, As=<0.5, Sb=<0.5,
Ba=50.4, Be=<0.2, B=10.9, Cd=<0.08, Cl=7.7, Cr=2, Cr (IV)=1.8,
Co=<0.5, Fe=<50, Mn=1.8, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=227,
SO4=4.6, Tl=<0.1, TDS=156, V=4.8, Ra=NA, U=NA
AL16 (UNK-UNK): pH=6.4, Eh=397, k=NM, As=<0.5, Sb=<0.5,
Ba=16, Be=<0.2, B=<5, Cd=<0.08, Cl=4.7, Cr=1.7, Cr (IV)=1.8,
Co=<0.5, Fe=<50, Mn=0.87, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=128,
SO4=<2, Tl=<0.1, TDS=116, V=4.2, Ra=NA, U=NA
AL17 (UNK-UNK): pH=6.5, Eh=565, k=NM, As=<0.5, Sb=<0.5,
Ba=30, Be=<0.2, B=<5, Cd=<0.08, Cl=4.3, Cr=1.4, Cr (IV)=1.1,
Co=<0.5, Fe=59.3, Mn=1.7, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=168,
SO4=2.1, Tl=<0.1, TDS=130, V=7.8, Ra=NA, U=NA
AL19 (UNK-UNK): pH=6.4, Eh=448, k=NM, As=<0.5, Sb=<0.5,
Ba=51.3, Be=<0.2, B=<5, Cd=<0.08, Cl=7.7, Cr=2.7, Cr (IV)=2.6,
Co=<0.5, Fe=<50, Mn=1.1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=233,
SO4=<2, Tl=<0.1, TDS=157, V=4.5, Ra=NA, U=NA
AL20 (UNK-UNK): pH=6.8, Eh=367, k=NM, As=<0.5, Sb=<0.5,
Ba=20, Be=<0.2, B=<5, Cd=<0.08, Cl=3.1, Cr=1.6, Cr (IV)=1.4,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=160,
SO4=2.1, Tl=<0.1, TDS=134, V=12, Ra=NA, U=NA
AL21 (UNK-UNK): pH=6.9, Eh=496, k=NM, As=<0.5, Sb=<0.5,
Ba=22.5, Be=<0.2, B=<5, Cd=<0.08, Cl=2.5, Cr=0.92, Cr (IV)=0.74,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=158,
SO4=2.2, Tl=<0.1, TDS=119, V=12.6, Ra=NA, U=NA
AL22 (UNK-UNK): pH=7.4, Eh=338, k=NM, As=<0.5, Sb=<0.5,
Ba=1.2, Be=<0.2, B=<5, Cd=<0.08, Cl=3.8, Cr=0.58, Cr (IV)=0.39,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=2.2, Ni=<0.5, Se=<0.5, Sr=109,
SO4=3.2, Tl=<0.1, TDS=133, V=8.9, Ra=NA, U=NA
AL23 (UNK-UNK): pH=7, Eh=478, k=NM, As=<0.5, Sb=<0.5,
Ba=14.8, Be=<0.2, B=<5, Cd=<0.08, Cl=2, Cr=1.5, Cr (IV)=1.1,
Co=<0.5, Fe=<50, Mn=1.1, Mo=0.54, Ni=0.51, Se=<0.5, Sr=110,
SO4=2.2, Tl=<0.1, TDS=94, V=13.4, Ra=NA, U=NA
AL24 (UNK-UNK): pH=7.3, Eh=375, k=NM, As=<0.5, Sb=<0.5,
Ba=1.7, Be=<0.2, B=<5, Cd=<0.08, Cl=2.4, Cr=0.89, Cr (IV)=0.77,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=2.5, Ni=<0.5, Se=<0.5, Sr=80.7,
SO4=3.8, Tl=<0.1, TDS=107, V=12.5, Ra=NA, U=NA
AL25 (UNK-UNK): pH=6.3, Eh=425, k=NM, As=<0.5, Sb=<0.5,
Ba=75.1, Be=<0.2, B=<5, Cd=<0.08, Cl=4.5, Cr=2.7, Cr (IV)=2.3,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=0.53, Se=<0.5, Sr=240,
SO4=<2, Tl=<0.1, TDS=143, V=5.3, Ra=NA, U=NA
AL26 (UNK-UNK): pH=6.7, Eh=553, k=NM, As=<0.5, Sb=<0.5,
Ba=44.7, Be=<0.2, B=<5, Cd=<0.08, Cl=8.8, Cr=0.79, Cr (IV)=0.55,
Co=<0.5, Fe=<50, Mn=0.68, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=187,
SO4=2.5, Tl=<0.1, TDS=147, V=7.6, Ra=NA, U=NA
AL27 (UNK-UNK): pH=6.5, Eh=377, k=NM, As=<0.5, Sb=<0.5,
Ba=50.1, Be=<0.2, B=<5, Cd=<0.08, Cl=10.9, Cr=2, Cr (IV)=1.8,
Co=<0.5, Fe=<50, Mn=1.2, Mo=<0.5, Ni=0.53, Se=<0.5, Sr=221,
SO4=<2, Tl=<0.1, TDS=166, V=4.2, Ra=NA, U=NA
AL28 (UNK-UNK): pH=7.03, Eh=NM, k=NM, As=0.18, Sb=<0.4,
Ba=14.8, Be=<0.11, B=<20, Cd=<0.06, Cl=2, Cr=2.05, Cr (IV)=2.05,
Co=<0.03, Fe=<25, Mn=<0.84, Mo=0.95, Ni=0.2, Se=<0.16, Sr=75,
SO4=<5, Tl=<0.06, TDS=152, V=13, Ra=NA, U=NA
AL29 (UNK-UNK): pH=6.6, Eh=418, k=NM, As=<0.5, Sb=<0.5,
Ba=23.6, Be=<0.2, B=<5, Cd=<0.08, Cl=2.8, Cr=2.1, Cr (IV)=2.2,
Co=<0.5, Fe=<50, Mn=0.65, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=86.4,
SO4=<2, Tl=<0.1, TDS=100, V=6.8, Ra=NA, U=NA
AL3 (UNK-UNK): pH=6.6, Eh=405, k=NM, As=<0.5, Sb=<0.5,
Ba=16.7, Be=<0.2, B=7.1, Cd=<0.08, Cl=2.1, Cr=1.9, Cr (IV)=1.9,
Co=<0.5, Fe=<50, Mn=0.54, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=80.2,
SO4=<2, Tl=<0.1, TDS=83, V=7.7, Ra=NA, U=NA
AL30 (UNK-UNK): pH=6.5, Eh=506, k=NM, As=<0.5, Sb=<0.5,
Ba=54.7, Be=<0.2, B=<5, Cd=<0.08, Cl=13.2, Cr=3.6, Cr (IV)=3.5,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=220,
SO4=<2, Tl=<0.1, TDS=122, V=5.8, Ra=NA, U=NA
AL31 (UNK-UNK): pH=6.3, Eh=364, k=NM, As=<0.5, Sb=<0.5,
Ba=38.5, Be=<0.2, B=<5, Cd=<0.08, Cl=2.3, Cr=2, Cr (IV)=1.7,
Co=<0.5, Fe=<50, Mn=1.1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=90,
SO4=<2, Tl=<0.1, TDS=70, V=2.9, Ra=NA, U=NA
AL32 (UNK-UNK): pH=6.2, Eh=472, k=NM, As=<0.5, Sb=<0.5,
Ba=44.8, Be=<0.2, B=<5, Cd=<0.08, Cl=1.5, Cr=2.4, Cr (IV)=2.7,
Co=<0.5, Fe=<50, Mn=1.1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=157,
SO4=<2, Tl=<0.1, TDS=100, V=2.7, Ra=NA, U=NA
AL33 (UNK-UNK): pH=6.5, Eh=508, k=NM, As=<0.5, Sb=<0.5,
Ba=15.1, Be=<0.2, B=<5, Cd=<0.08, Cl=1.9, Cr=4.2, Cr (IV)=4.1,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=0.53, Se=<0.5, Sr=127,
SO4=<2, Tl=<0.1, TDS=116, V=6.4, Ra=NA, U=NA
AL34 (UNK-UNK): pH=6.7, Eh=499, k=NM, As=<0.5, Sb=<0.5,
Ba=27.6, Be=<0.2, B=<5, Cd=<0.08, Cl=1.9, Cr=2.6, Cr (IV)=2.3,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=146,
SO4=2.2, Tl=<0.1, TDS=108, V=10.1, Ra=NA, U=NA
AL39 WELL A (UNK-UNK): pH=6.2, Eh=519, k=NM, As=<0.5,
Sb=<0.5, Ba=9.7, Be=<0.2, B=<5, Cd=<0.08, Cl=7, Cr=0.84, Cr
(IV)=0.78, Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5,
Se=<0.5, Sr=103, SO4=<2, Tl=<0.1, TDS=77, V=2.9, Ra=NA, U=NA
AL39 WELL B (UNK-UNK): pH=8.1, Eh=383, k=NM, As=0.86,
Sb=<0.5, Ba=1.1, Be=<0.2, B=<5, Cd=<0.08, Cl=4.2, Cr=0.85, Cr
(IV)=0.18, Co=<0.5, Fe=271, Mn=8.9, Mo=3.7, Ni=<0.5, Se=1.6,
Sr=124, SO4=6.5, Tl=<0.1, TDS=139, V=12.7, Ra=NA, U=NA
AL40 (UNK-UNK): pH=6.2, Eh=446, k=NM, As=<0.5, Sb=<0.5,
Ba=10.9, Be=<0.2, B=<5, Cd=<0.08, Cl=2.3, Cr=1.1, Cr (IV)=0.19,
Co=<0.5, Fe=<50, Mn=1.3, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=68.5,
SO4=<2, Tl=<0.1, TDS=64, V=3.4, Ra=NA, U=NA
AL41 (UNK-UNK): pH=6.5, Eh=388, k=NM, As=<0.5, Sb=<0.5,
Ba=5.8, Be=<0.2, B=<5, Cd=<0.08, Cl=1.4, Cr=<0.5, Cr (IV)=0.12,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=0.69, Ni=<0.5, Se=<0.5, Sr=47.2,
SO4=<2, Tl=<0.1, TDS=49, V=3.5, Ra=NA, U=NA
AL44 (UNK-UNK): pH=5.8, Eh=435, k=NM, As=<0.5, Sb=<0.5,
Ba=70.9, Be=<0.2, B=26.9, Cd=<0.08, Cl=11, Cr=<0.5, Cr
(IV)=0.17, Co=1.4, Fe=<50, Mn=9.2, Mo=<0.5, Ni=1.1, Se=<0.5,
Sr=31.8, SO4=<2, Tl=<0.1, TDS=63, V=<1, Ra=NA, U=NA
AL45 (UNK-UNK): pH=6.7, Eh=406, k=NM, As=<0.5, Sb=<0.5,
Ba=12.7, Be=<0.2, B=<5, Cd=<0.08, Cl=1.7, Cr=0.89, Cr (IV)=0.69,
Co=<0.5, Fe=<50, Mn=0.6, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=77,
SO4=<2, Tl=<0.1, TDS=74, V=5.3, Ra=NA, U=NA
AL47 (UNK-UNK): pH=6.4, Eh=445, k=NM, As=<0.5, Sb=<0.5,
Ba=74, Be=<0.2, B=<5, Cd=<0.08, Cl=15.1, Cr=2.6, Cr (IV)=2.2,
Co=<0.5, Fe=70.9, Mn=2.6, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=276,
SO4=<2, Tl=<0.1, TDS=229, V=3.6, Ra=NA, U=NA
AL48 (UNK-UNK): pH=6.6, Eh=366, k=NM, As=<0.5, Sb=<0.5,
Ba=35.8, Be=<0.2, B=<5, Cd=<0.08, Cl=5.8, Cr=4.4, Cr (IV)=3.8,
Co=<0.5, Fe=<50, Mn=2.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=158,
SO4=4, Tl=<0.1, TDS=109, V=6.1, Ra=NA, U=NA
AL49 (UNK-UNK): pH=6.8, Eh=415, k=NM, As=<0.5, Sb=<0.5,
Ba=36.7, Be=<0.2, B=<5, Cd=<0.08, Cl=4.2, Cr=1.2, Cr (IV)=0.9,
Co=<0.5, Fe=<50, Mn=0.91, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=141,
SO4=2.6, Tl=<0.1, TDS=117, V=12.6, Ra=NA, U=NA
AL5 (UNK-UNK): pH=6.8, Eh=388, k=NM, As=<5, Sb=<1, Ba=20,
Be=<1, B=<100, Cd=<0.1, Cl=2.44, Cr=3, Cr (IV)=4, Co=<1, Fe=75,
Mn=<5, Mo=2, Ni=<5, Se=<5, Sr=110, SO4=1.11, Tl=<0.1,
TDS=88, V=14, Ra=NA, U=NA
AL50 WELL A (UNK-UNK): pH=7.1, Eh=393, k=NM, As=1.5,
Sb=<0.5, Ba=3.7, Be=<0.2, B=7, Cd=<0.08, Cl=3.9, Cr=<0.5, Cr
(IV)=0.21, Co=<0.5, Fe=<50, Mn=<0.5, Mo=4.3, Ni=<0.5, Se=0.66,
Sr=91.4, SO4=5.9, Tl=<0.1, TDS=125, V=5.5, Ra=NA, U=NA
AL50 WELL B (UNK-UNK): pH=6.6, Eh=450, k=NM, As=<0.5,
Sb=<0.5, Ba=12, Be=<0.2, B=5.8, Cd=<0.08, Cl=1.6, Cr=<0.5, Cr
(IV)=0.24, Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5,
Se=<0.5, Sr=62.9, SO4=<2, Tl=<0.1, TDS=78, V=6.7, Ra=NA, U=NA
AL50 WELL C (UNK-UNK): pH=6.1, Eh=412, k=NM, As=<0.5,
Sb=<0.5, Ba=33.5, Be=<0.2, B=102, Cd=<0.08, Cl=8.4, Cr=1.8, Cr
(IV)=1.1, Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=1, Se=<0.5,
Sr=133, SO4=4.9, Tl=<0.1, TDS=96, V=3.7, Ra=NA, U=NA
AL51 (UNK-UNK): pH=6.3, Eh=471, k=NM, As=<0.5, Sb=<0.5,
Ba=35.3, Be=<0.2, B=<5, Cd=<0.08, Cl=14.2, Cr=0.76, Cr
(IV)=0.43, Co=<0.5, Fe=<50, Mn=0.58, Mo=<0.5, Ni=<0.5,
Se=<0.5, Sr=346, SO4=2, Tl=<0.1, TDS=178, V=2.4, Ra=NA, U=NA
AL52 (UNK-UNK): pH=6.3, Eh=394, k=NM, As=<0.5, Sb=<0.5,
Ba=26.5, Be=<0.2, B=<5, Cd=<0.08, Cl=8.8, Cr=0.71, Cr (IV)=0.12,
Co=<0.5, Fe=<50, Mn=0.73, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=232,
SO4=<2, Tl=<0.1, TDS=158, V=3.4, Ra=NA, U=NA
AL53 (UNK-UNK): pH=6.31, Eh=NM, k=NM, As=0.12, Sb=<0.4,
Ba=25.5, Be=<0.11, B=<20, Cd=<0.06, Cl=5, Cr=4.06, Cr (IV)=2.9,
Co=<0.03, Fe=<15, Mn=<0.84, Mo=<0.11, Ni=0.58, Se=<0.16,
Sr=142, SO4=<5, Tl=<0.06, TDS=75, V=4.3, Ra=NA, U=NA
AL54 (UNK-UNK): pH=6.2, Eh=472, k=NM, As=<0.5, Sb=<0.5,
Ba=22.8, Be=<0.2, B=<5, Cd=<0.08, Cl=15.7, Cr=3.2, Cr (IV)=2.9,
Co=<0.5, Fe=<50, Mn=1.3, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=251,
SO4=3.8, Tl=<0.1, TDS=145, V=4.4, Ra=NA, U=NA
AL55 (UNK-UNK): pH=6.5, Eh=433, k=NM, As=<0.5, Sb=<0.5,
Ba=27.2, Be=<0.2, B=<5, Cd=<0.08, Cl=4.6, Cr=2, Cr (IV)=1.5,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=131,
SO4=2.5, Tl=<0.1, TDS=125, V=7.5, Ra=NA, U=NA
AL56 (UNK-UNK): pH=5.8, Eh=375, k=NM, As=<1, Sb=0.12, Ba=93,
Be=<1, B=66, Cd=<1, Cl=7.3, Cr=4.5, Cr (IV)=<10, Co=0.26,
Fe=920, Mn=9.9, Mo=0.24, Ni=1.7, Se=<1, Sr=230, SO4=<1,
Tl=0.057, TDS=140, V=7.6, Ra=NA, U=NA
AL57 (UNK-UNK): pH=6.5, Eh=445, k=NM, As=<0.5, Sb=<0.5,
Ba=67, Be=<0.2, B=<5, Cd=<0.08, Cl=3.3, Cr=1.2, Cr (IV)=1,
Co=<0.5, Fe=<50, Mn=1.3, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=205,
SO4=<2, Tl=<0.1, TDS=123, V=8.3, Ra=NA, U=NA
AL58 (UNK-UNK): pH=6.7, Eh=313, k=NM, As=0.82, Sb=<0.5,
Ba=29.2, Be=<0.2, B=6.6, Cd=<0.08, Cl=7.4, Cr=0.63, Cr
(IV)=0.24, Co=<0.5, Fe=<50, Mn=4.4, Mo=<0.5, Ni=<0.5, Se=<0.5,
Sr=203, SO4=4.3, Tl=<0.1, TDS=137, V=12.2, Ra=NA, U=NA
AL59 (UNK-UNK): pH=6.6, Eh=403, k=NM, As=<0.5, Sb=<0.5,
Ba=32.8, Be=<0.2, B=<5, Cd=<0.08, Cl=3.3, Cr=3, Cr (IV)=2.4,
Co=<0.5, Fe=<50, Mn=1.9, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=183,
SO4=<2, Tl=<0.1, TDS=99, V=17.1, Ra=NA, U=NA
AL6 (UNK-UNK): pH=6.5, Eh=508, k=NM, As=<0.5, Sb=<0.5,
Ba=30, Be=<0.2, B=<5, Cd=<0.08, Cl=3, Cr=3.5, Cr (IV)=3.2,
Co=<0.5, Fe=60.8, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=94,
SO4=2.1, Tl=<0.1, TDS=86, V=6.4, Ra=NA, U=NA
AL60 (UNK-UNK): pH=6.4, Eh=400, k=NM, As=<0.5, Sb=<0.5,
Ba=64.9, Be=<0.2, B=<5, Cd=<0.08, Cl=14.6, Cr=5.8, Cr (IV)=5.3,
Co=<0.5, Fe=56.9, Mn=8.6, Mo=<0.5, Ni=0.96, Se=<0.5, Sr=317,
SO4=<2, Tl=<0.1, TDS=197, V=9, Ra=NA, U=NA
AL61 (UNK-UNK): pH=6.5, Eh=387, k=NM, As=<0.5, Sb=<0.5,
Ba=29.2, Be=<0.2, B=<5, Cd=<0.08, Cl=8.9, Cr=4.8, Cr (IV)=4.6,
Co=<0.5, Fe=<50, Mn=0.57, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=208,
SO4=3.3, Tl=<0.1, TDS=148, V=13.6, Ra=NA, U=NA
AL62 (UNK-UNK): pH=6.63, Eh=NM, k=NM,
As=0.12, Sb=<0.4, Ba=25.3, Be=<0.11, B=<20, Cd=<0.06, Cl=7,
Cr=2.84, Cr (IV)=2.26, Co=<0.03, Fe=<15, Mn=<0.84, Mo=0.45,
Ni=0.42, Se=<0.16, Sr=205, SO4=<5, Tl=<0.06, TDS=108, V=11.2,
Ra=NA, U=NA
AL63 (UNK-UNK): pH=6.04, Eh=NM, k=NM,
As=<0.08, Sb=<0.5, Ba=43.8, Be=<0.11, B=<20, Cd=<0.06, Cl=15,
Cr=3.31, Cr (IV)=1.94, Co=0.05, Fe=435, Mn=2.74, Mo=0.27,
Ni=0.81, Se=0.25, Sr=274, SO4=6, Tl=<0.06, TDS=204, V=7.02,
Ra=NA, U=NA
AL64 (UNK-UNK): pH=6.1, Eh=429, k=NM, As=<0.5, Sb=<0.5,
Ba=68.1, Be=<0.2, B=<5, Cd=<0.08, Cl=37.9, Cr=4.4, Cr (IV)=4.3,
Co=<0.5, Fe=<50, Mn=1.6, Mo=<0.5, Ni=2.6, Se=<0.5, Sr=424,
SO4=<2, Tl=<0.1, TDS=233, V=2.8, Ra=NA, U=NA
AL65 (UNK-UNK): pH=6.6, Eh=405, k=NM, As=<0.5, Sb=<0.5,
Ba=8.9, Be=<0.2, B=<5, Cd=<0.08, Cl=10.7, Cr=<0.5, Cr (IV)=0.25,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=1.1, Ni=<0.5, Se=0.52, Sr=180,
SO4=3.2, Tl=<0.1, TDS=165, V=6, Ra=NA, U=NA
AL66 (UNK-UNK): pH=6.4, Eh=466, k=NM, As=<0.5, Sb=<0.5,
Ba=47.6, Be=<0.2, B=<5, Cd=<0.08, Cl=8.8, Cr=0.5, Cr (IV)=0.38,
Co=<0.5, Fe=<50, Mn=3.9, Mo=<0.5, Ni=1.2, Se=<0.5, Sr=306,
SO4=<2, Tl=<0.1, TDS=160, V=5.3, Ra=NA, U=NA
AL67 (UNK-UNK): pH=7.4, Eh=400, k=NM, As=<0.5, Sb=<0.5,
Ba=3.8, Be=<0.2, B=5.3, Cd=<0.08, Cl=6.3, Cr=0.89, Cr (IV)=0.62,
Co=<0.5, Fe=<50, Mn=0.66, Mo=1.2, Ni=<0.5, Se=<0.5, Sr=132,
SO4=3.3, Tl=<0.1, TDS=159, V=13.3, Ra=NA, U=NA
AL68 (UNK-UNK): pH=6.7, Eh=345, k=NM, As=<0.5, Sb=<0.5,
Ba=12.5, Be=<0.2, B=<5, Cd=<0.08, Cl=8.3, Cr=2.8, Cr (IV)=1.8,
Co=<0.5, Fe=85.9, Mn=2.8, Mo=0.63, Ni=<0.5, Se=<0.5, Sr=182,
SO4=2.7, Tl=<0.1, TDS=160, V=15.4, Ra=NA, U=NAAL69 (UNK-UNK): pH=6.5, Eh=407, k=NM, As=<0.5, Sb=<0.5,
Ba=40, Be=<0.2, B=<5, Cd=<0.08, Cl=3.8, Cr=1.8, Cr (IV)=1.2,
Co=<0.5, Fe=75.8, Mn=1.9, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=219,
SO4=<2, Tl=<0.1, TDS=141, V=8.4, Ra=NA, U=NA
AL7 (UNK-UNK): pH=6.9, Eh=360, k=NM, As=<0.5, Sb=<0.5,
Ba=18.8, Be=<0.2, B=<5, Cd=<0.08, Cl=3.7, Cr=1.2, Cr (IV)=0.97,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=180,
SO4=<2, Tl=<0.1, TDS=119, V=10.9, Ra=NA, U=NA
AL70 (UNK-UNK): pH=6.5, Eh=467, k=NM, As=<0.5, Sb=<0.5,
Ba=48.3, Be=<0.2, B=<5, Cd=<0.08, Cl=8.9, Cr=1.8, Cr (IV)=1.6,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=0.57, Se=<0.5, Sr=265,
SO4=2.7, Tl=<0.1, TDS=162, V=9.4, Ra=NA, U=NA
AL71 (UNK-UNK): pH=6.5, Eh=476, k=NM, As=<0.5, Sb=<0.5,
Ba=35.8, Be=<0.2, B=<5, Cd=<0.08, Cl=9.5, Cr=1.5, Cr (IV)=1,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=256,
SO4=<2, Tl=<0.1, TDS=149, V=9.2, Ra=NA, U=NA
AL72 (UNK-UNK): pH=6.5, Eh=375, k=NM, As=<0.5, Sb=<0.5,
Ba=30, Be=<0.2, B=<5, Cd=<0.08, Cl=9, Cr=2.5, Cr (IV)=1.1,
Co=<0.5, Fe=<50, Mn=7.7, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=265,
SO4=<2, Tl=<0.1, TDS=132, V=5.1, Ra=NA, U=NA
AL73 (UNK-UNK): pH=6.5, Eh=380, k=NM, As=<0.5, Sb=<0.5,
Ba=34.4, Be=<0.2, B=<5, Cd=<0.08, Cl=4.8, Cr=2.2, Cr (IV)=2.4,
Co=<0.5, Fe=<50, Mn=0.72, Mo=<0.5, Ni=0.66, Se=<0.5, Sr=181,
SO4=<2, Tl=<0.1, TDS=133, V=9.3, Ra=NA, U=NA
AL74 (UNK-UNK): pH=6.3, Eh=383, k=NM, As=<0.5, Sb=<0.5,
Ba=51.1, Be=<0.2, B=<5, Cd=<0.08, Cl=10.9, Cr=2.1, Cr (IV)=2,
Co=<0.5, Fe=<50, Mn=2.2, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=293,
SO4=<2, Tl=<0.1, TDS=168, V=5.8, Ra=NA, U=NA
AL75 (UNK-UNK): pH=6.8, Eh=373, k=NM, As=<0.5, Sb=<0.5,
Ba=11.8, Be=<0.2, B=<5, Cd=<0.08, Cl=2.5, Cr=2.1, Cr (IV)=1.7,
Co=<0.5, Fe=<50, Mn=1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=82,
SO4=<2, Tl=<0.1, TDS=99, V=13.8, Ra=NA, U=NA
AL76 (UNK-UNK): pH=6.41, Eh=NM, k=NM, As=0.13, Sb=<0.4,
Ba=11.9, Be=<0.11, B=<20, Cd=<0.06, Cl=2, Cr=2.62, Cr (IV)=2.62,
Co=<0.03, Fe=<25, Mn=1.5, Mo=<0.12, Ni=0.45, Se=<0.16, Sr=109,
SO4=<5, Tl=<0.06, TDS=87, V=8.34, Ra=NA, U=NA
AL77 (UNK-UNK): pH=6.4, Eh=469, k=NM, As=<0.5, Sb=<0.5,
Ba=49, Be=<0.2, B=<5, Cd=<0.08, Cl=7.7, Cr=1, Cr (IV)=0.7,
Co=<0.5, Fe=<50, Mn=0.54, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=238,
SO4=2.5, Tl=<0.1, TDS=157, V=8.6, Ra=NA, U=NA
AL78 (UNK-UNK): pH=6.1, Eh=436, k=NM, As=<0.5, Sb=<0.5,
Ba=26, Be=<0.2, B=<5, Cd=<0.08, Cl=2.9, Cr=<0.5, Cr (IV)=0.1,
Co=<0.5, Fe=<50, Mn=1, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=86.1,
SO4=<2, Tl=<0.1, TDS=70, V=2.1, Ra=NA, U=NA
AL79 (UNK-UNK): pH=6.3, Eh=388, k=NM, As=<0.5, Sb=<0.5,
Ba=24.8, Be=<0.2, B=<5, Cd=<0.08, Cl=6.5, Cr=0.6, Cr (IV)=0.33,
Co=<0.5, Fe=54.9, Mn=0.71, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=157,
SO4=2.1, Tl=<0.1, TDS=104, V=4.4, Ra=NA, U=NA
AL8 (UNK-UNK): pH=6.4, Eh=451, k=NM, As=<0.5, Sb=<0.5,
Ba=53, Be=<0.2, B=<5, Cd=<0.08, Cl=4.5, Cr=3.1, Cr (IV)=3.5,
Co=<0.5, Fe=<50, Mn=25.9, Mo=<0.5, Ni=0.7, Se=<0.5, Sr=237,
SO4=<2, Tl=<0.1, TDS=132, V=8.5, Ra=NA, U=NA
AL81 (UNK-UNK): pH=6.3, Eh=391, k=NM, As=<0.5, Sb=<0.5,
Ba=30.2, Be=<0.2, B=<5, Cd=<0.08, Cl=7.9, Cr=0.73, Cr (IV)=0.78,
Co=<0.5, Fe=<50, Mn=6.5, Mo=<0.5, Ni=0.95, Se=<0.5, Sr=228,
SO4=<2, Tl=<0.1, TDS=137, V=2.2, Ra=NA, U=NA
AL82 (UNK-UNK): pH=6.3, Eh=478, k=NM, As=<0.5, Sb=<0.5,
Ba=69.5, Be=<0.2, B=<5, Cd=<0.08, Cl=14.3, Cr=1.4, Cr (IV)=0.81,
Co=<0.5, Fe=<50, Mn=1.7, Mo=<0.5, Ni=0.71, Se=<0.5, Sr=392,
SO4=2.1, Tl=<0.1, TDS=223, V=4.7, Ra=NA, U=NA
AL83 (UNK-UNK): pH=6.2, Eh=405, k=NM, As=<0.5, Sb=<0.5,
Ba=42.1, Be=<0.2, B=<5, Cd=<0.08, Cl=15.3, Cr=3.5, Cr (IV)=3.5,
Co=<0.5, Fe=<50, Mn=1.5, Mo=<0.5, Ni=1.3, Se=<0.5, Sr=289,
SO4=3.9, Tl=<0.1, TDS=228, V=9, Ra=NA, U=NA
AL84 (UNK-UNK): pH=6.8, Eh=386, k=NM, As=<0.5, Sb=<0.5,
Ba=23.5, Be=<0.2, B=<5, Cd=<0.08, Cl=6.6, Cr=0.55, Cr (IV)=0.59,
Co=<0.5, Fe=59.8, Mn=15.7, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=185,
SO4=<2, Tl=<0.1, TDS=134, V=8.2, Ra=NA, U=NA
AL89 (UNK-UNK): pH=6.8, Eh=397, k=NM, As=<0.5, Sb=<0.5,
Ba=25.7, Be=<0.2, B=<5, Cd=<0.08, Cl=1.8, Cr=4, Cr (IV)=4,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=113,
SO4=<2, Tl=<0.1, TDS=75, V=12, Ra=NA, U=NA
AL9 (UNK-UNK): pH=6.2, Eh=464, k=NM, As=<5, Sb=<1, Ba=54,
Be=<1, B=<100, Cd=<0.1, Cl=8.06, Cr=6, Cr (IV)=5, Co=<1,
Fe=<50, Mn=<5, Mo=<5, Ni=<5, Se=<5, Sr=300, SO4=1.22,
Tl=<0.1, TDS=165, V=7, Ra=NA, U=NA
AL90 (UNK-UNK): pH=6.5, Eh=399, k=NM, As=<0.5, Sb=<0.5,
Ba=43.7, Be=<0.2, B=<5, Cd=<0.08, Cl=4.5, Cr=2.4, Cr (IV)=1.9,
Co=<0.5, Fe=283, Mn=8.4, Mo=<0.5, Ni=0.72, Se=<0.5, Sr=142,
SO4=<2, Tl=<0.1, TDS=101, V=5.5, Ra=NA, U=NA
AL92 (UNK-UNK): pH=6.3, Eh=412, k=NM, As=<0.5, Sb=<0.5,
Ba=22.5, Be=<0.2, B=<5, Cd=<0.08, Cl=5.3, Cr=1.2, Cr (IV)=0.46,
Co=<0.5, Fe=<50, Mn=0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=125,
SO4=<2, Tl=<0.1, TDS=90, V=5.1, Ra=NA, U=NA
AL93 (UNK-UNK): pH=6.7, Eh=377, k=NM, As=<0.5, Sb=<0.5,
Ba=20.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.5, Cr=2.4, Cr (IV)=1.5,
Co=<0.5, Fe=52.3, Mn=5.2, Mo=0.61, Ni=<0.5, Se=<0.5, Sr=81.8,
SO4=<2, Tl=<0.1, TDS=98, V=9.7, Ra=NA, U=NA
AL94 (UNK-UNK): pH=7.7, Eh=423, k=NM, As=2.4, Sb=<0.5,
Ba=6.1, Be=<0.2, B=5.5, Cd=<0.08, Cl=3.1, Cr=<0.5, Cr (IV)=0.18,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=5.1, Ni=<0.5, Se=1.7, Sr=131,
SO4=5.4, Tl=<0.1, TDS=124, V=24.9, Ra=NA, U=NA
AL139
AL96
EATON CORPORATION
SAILAWAY BAY
AL3
AL95
AL4
AL5
AL121
AL12
AL116
AL117
AL8
AL8
AL10
AL9
AL118
AL19
AL18
AL17
AL11
AL16
AL96 (UNK-UNK): pH=6.7, Eh=373, k=NM, As=<0.5, Sb=<0.5,
Ba=37.7, Be=<0.2, B=<5, Cd=<0.08, Cl=3.3, Cr=0.75, Cr (IV)=0.43,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=123,
SO4=<2, Tl=<0.1, TDS=90, V=5.9, Ra=NA, U=NA
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL24
AL25
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL6
AL29
AL28
AL110
AL27
AL26
MITCHELL STAL32
AL113
AL130AL115
AL138
AL135
AL67
AL68
AL70
AL71
AL72
AL73
AL141
AL74AL75
AL84
AL69
AL114
AL76
AL83
AL60
AL61
AL62
AL63
AL65 AL64
AL59
AL56
AL54AL53
AL52
AL66
AL82
AL77
AL58AL57
AL55
AL51
AL81
AL78
AL79
AL80
AL49
AL35
AL101
AL48
AL93
AL94
AL47
AL142
AL45
AL46
AL37
AL44
AL36
AL43AL38
AL92
AL39
AL50
AL50
AL12 (UNK-UNK): pH=6.1, Eh=464, k=NM, As=<0.5, Sb=<0.5,
Ba=58.2, Be=<0.2, B=<5, Cd=<0.08, Cl=8.4, Cr=1.7, Cr (IV)=1.5,
Co=<0.5, Fe=<50, Mn=0.8, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=286,
SO4=4.5, Tl=<0.1, TDS=146, V=2.4, Ra=NA, U=NA
SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL
AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY
UTILITIES SHOWN ARE APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED
WATER SAMPLE LOCATION SAMPLED
SURFACE WATER FLOW DIRECTION
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD
RISK INFORMATION SYSTEM AT
http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public AND
A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00
AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH
LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
OW-6 DATA NOTES:
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATA TABLE NOTES
FOR QUALIFIER DEFINITIONS.
DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.
NA=NOT ANALYZED
NM=NOT MEASURED
DATA IS EXCLUDED FOR THE WELLS WITH A MEASURED TURBIDITY GREATER THAN 10 NTU's AND /OR
HIGH 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): Cr (VI)=Hexavalent
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): Ra= Radium
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): U=Uranium (ug/L)
WELL KEY
WARREN DR
RIVER R
U
N
SOUTHPOINT RD (NC HWY 273)P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP BASE MAP CALL OUTS_1-12-18.dwg
INSET "A"
SCALE: 1"=150'
SEE INSET "A" FOR CONTINUATION
AL86
AL87
AL104
AL107
AL105
AL106
AL109
AL108
AL111
AL119
AL126
AL127
AL90
AL88
AL89
AL85
AL41
AL40
AL132 (UNK-UNK): pH=6.3, Eh=431, k=NM, As=<0.5, Sb=<0.5,
Ba=21.4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.2, Cr=0.98, Cr (IV)=0.93,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=234,
SO4=2.1, Tl=<0.1, TDS=133, V=7.8, Ra=NA, U=NA
AL132
AL124 (UNK-UNK): pH=6.6, Eh=410, k=NM, As=<0.5, Sb=<0.5,
Ba=29, Be=<0.2, B=<5, Cd=<0.08, Cl=5.1, Cr=1.1, Cr (IV)=1,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=0.56, Ni=<0.5, Se=<0.5, Sr=198,
SO4=2.6, Tl=<0.1, TDS=133, V=9.3, Ra=NA, U=NA
AL124
AL111 (UNK-UNK): pH=6.6, Eh=336, k=NM, As=<0.5, Sb=<0.5,
Ba=26.2, Be=<0.2, B=<5, Cd=<0.08, Cl=2.4, Cr=1.3, Cr (IV)=1.1,
Co=<0.5, Fe=<50, Mn=1.2, Mo=<0.5, Ni=0.56, Se=<0.5, Sr=120,
SO4=2.8, Tl=<0.1, TDS=109, V=10.4, Ra=NA, U=NA
AL98 (UNK-UNK): pH=8.01, Eh=NM, k=NM, As=1.84, Sb=<0.4,
Ba=9.37, Be=<0.11, B=<20, Cd=<0.06, Cl=1, Cr=0.82, Cr (IV)=<5,
Co=<0.03, Fe=<25, Mn=6.43, Mo=3.95, Ni=0.6, Se=<0.16, Sr=34,
SO4=14, Tl=<0.06, TDS=173, V=0.25, Ra=NA, U=NA
AL98
AL99 (UNK-UNK): pH=6.6, Eh=443, k=NM, As=<0.5, Sb=<0.5,
Ba=4, Be=<0.2, B=<5, Cd=<0.08, Cl=2.1, Cr=0.91, Cr (IV)=0.78,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=121,
SO4=<2, Tl=<0.1, TDS=105, V=7.1, Ra=NA, U=NA
AL99
AL120 (UNK-UNK): pH=8.1, Eh=84, k=NM, As=1.1, Sb=<0.5, Ba=7,
Be=<0.2, B=15.8, Cd=<0.08, Cl=3.1, Cr=<0.5, Cr (IV)=<0.03,
Co=<0.5, Fe=<50, Mn=8.9, Mo=3.6, Ni=<0.5, Se=<0.5, Sr=162,
SO4=11.2, Tl=<0.1, TDS=128, V=<1, Ra=NA, U=NA
AL120
AL125 (UNK-UNK): pH=8.5, Eh=39, k=NM, As=3.6, Sb=<0.5,
Ba=0.77, Be=<0.2, B=5.6, Cd=<0.08, Cl=2.3, Cr=<0.5, Cr
(IV)=<0.03, Co=<0.5, Fe=<50, Mn=6.7, Mo=7, Ni=<0.5, Se=<0.5,
Sr=111, SO4=6.9, Tl=<0.1, TDS=97, V=<1, Ra=NA, U=NA
AL125
AL91
AL88 (UNK-UNK): pH=6.4, Eh=392, k=NM, As=<0.5, Sb=<0.5,
Ba=23.6, Be=<0.2, B=<5, Cd=<0.08, Cl=2.1, Cr=1.4, Cr (IV)=0.82,
Co=<0.5, Fe=136, Mn=34.6, Mo=<0.5, Ni=0.62, Se=<0.5, Sr=83.2,
SO4=<2, Tl=<0.1, TDS=63, V=<1, Ra=NA, U=NA
AL85 (UNK-UNK): pH=6.7, Eh=425, k=NM, As=<0.5, Sb=<0.5,
Ba=13, Be=<0.2, B=<5, Cd=<0.08, Cl=1.4, Cr=2.6, Cr (IV)=2.5,
Co=<0.5, Fe=<50, Mn=<0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=69.2,
SO4=<2, Tl=<0.1, TDS=67, V=9.6, Ra=NA, U=NA
AL97
AL97 (UNK-UNK): pH=8, Eh=243, k=NM, As=1.4, Sb=<0.5, Ba=6.2,
Be=<0.2, B=8, Cd=<0.08, Cl=1.8, Cr=<0.5, Cr (IV)=<0.03, Co=<0.5,
Fe=<50, Mn=5.3, Mo=4.7, Ni=<0.5, Se=<0.5, Sr=112, SO4=7,
Tl=<0.1, TDS=102, V=<1, Ra=NA, U=NA
AL91 (UNK-UNK): pH=7.1, Eh=450, k=NM, As=<0.5, Sb=<0.5,
Ba=8.1, Be=<0.2, B=<5, Cd=<0.08, Cl=1.5, Cr=2.1, Cr (IV)=1.5,
Co=<0.5, Fe=67.6, Mn=0.5, Mo=<0.5, Ni=<0.5, Se=<0.5, Sr=127,
SO4=2, Tl=<0.1, TDS=98, V=12.2, Ra=NA, U=NA
NOTE:
1.DISPLAYED WATER SUPPLY WELL LOCATIONS (AND SAMPLE ANALYTICAL RESULTS)
REFLECT INFORMATION AVAILABLE UP TO DECEMBER 31, 2015.
SEE INSET "A" FOR CONTINUATION
SEE INSET "A"
SEE INSET "A" LOCATION MAP
PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.
SW-D1
SW-U1
SOURCE NOTES:
NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL
AIDS. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTLITIES HAVE NOT BEEN FIELD VERIFIED. ANY
UTILITIES SHOWN ARE APPROXIMATE.
LEGEND
WELL IN DEEP ZONE
WELL IN SHALLOW ZONE
WELL IN BEDROCK ZONE
ABMW-07 WELL IN ASH PORE WATER
WELL ABANDONED
ASH BASIN COMPLIANCE BOUNDARY
PARCEL LINE DUKE ENERGY (APPROXIMATE)
ASH BASIN WASTE BOUNDARY
WATER SUPPLY WELL SAMPLED
WATER SAMPLE LOCATION SAMPLED
SURFACE WATER FLOW DIRECTION
FIGURE 14-105
COMPREHENSIVE
SURFACE WATER AND
AREA OF WETNESS
ALLEN STEAM STATION
253 PLANT ALLEN RD
BELMONT, NORTH CAROLINA
DUKE
ENERGY
CAROLINAS
FIG 14-105 (WATER AND AOW)
LEE DRAGO
JOHN CHASTAIN
PROJECT MANAGER:
LAYOUT NAME:
DRAWN BY:
CHECKED BY:
CHRIS SUTTELL
DATE:
DATE:
www.synterracorp.com
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
GRAPHIC SCALE
4002001000200
(IN FEET)
AREA OF WETNESS (AOW) SAMPLE LOCATION
WATER SUPPLY WELL NOT SAMPLED
APPROXIMATE STREAM (NON-JD)
TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD
RISK INFORMATION SYSTEM AT
http://fris.nc.gov/fris/Download.aspx?FIPS=031&ST=NC&user=General%20Public AND
A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00
AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG
SAMPLE LOCATIONS WERE OBTAINED FROM HDR INFORMATION AND MAY BE APPROXIMATE IN SOME CASES.
SOIL OR GEOTECHNICAL BORING
APPROXIMATE POND OR RESERVOIR (NON-JD)
APPROXIMATE EFFLUENT CHANNEL
APPROXIMATE ASH BASIN PONDED WATER
AB-37SAB-37D
AB-36S AB-36D
SB-1
AB-35D
AB-35S
AB-35BR
SB-6
SB-2
SB-4
SB-3
AB-2D AB-2
GWA-22S
GWA-22D
AB-13S
AB-13D
S-10
OW-18
AB-30SAB-30D
AB-28D
AB-28S
OW-19
OW-12
OW-8
AB-34S
AB-34D
SB-5
OW-3
AB-39S AB-39D
OW-7
AB-33D
AB-33S
CCR-5DCCR-5
CCR-6DCCR-6 CCR-7D CCR-7S CCR-8D CCR-8S
CCR-9S CCR-9D
OW-5
S-9
OW-10
AB-32S
AB-32D
OW-9
OW-20
AB-31D
AB-31S
AB-29D AB-29S
AB-29SL
AB-27DAB-27BR
AB-27S
SW-4
SW-3
GWA-5D
GWA-5S
GWA-5BRA
CCR-11S CCR-11D
OW-16
GWA-4D
GWA-4S
GWA-4BR
AB-9D
AB-9S
SW-7
ANSW-16
CCR-14S
CCR-14D
AB-26D
AB-26S
GWA-3D
GWA-3S
GWA-3BRA
SB-9
SW-2
CCR-17S
CCR-17D
S-5
S-6
S-7
CCR-16D
CCR-16S
S-8B
S-8
ANSW-15
S-4
ANSP002
AB-10D
AB-10S
ANSP002
S-3
ANWW-2
S-2
CCR-18S
CCR-18D
AB-22D
AB-22BRL
AB-22S
SW-1
ANSP005
CCR-20SCCR-20D
CCR-22S
AB-11D
CCR-23D CCR-23S
GWA-2D GWA-2S
GWA-1D
GWA-1S
GWA-1BR
S-1
AB-12S
AB-12D
GWA-26S
AB-5
pH WELL
CCR-21D CCR-21S
AB-21S
AB-21D
AB-21SLAB-21BR
AB-21BRL
SB-8
AB-23S
AB-20S
AB-20D
GWA-9D
GWA-9BR
GWA-9S
SW-5
AB-4S
AB-4D
AB-4BR
AL49
AL58AL57
AL55
GWA-23D
GWA-23S
BGSB-GWA-23
AL51
AL56
AL54
AB-24S
AB-24D
AB-24BRAB-24SL
ANWW-3
AB-14D
AB-14BR
AL59
AL60AL61AL62
AL67
AL68
AL69
AL70
AL71
AL63
AL72
AL73
AL53AL52
AL66
AL65
AL64
SB-7
AB-38D
AB-38S
AB-38BR
GWA-18D
GWA-18S
CCR-1SCCR-1DA
CCR-BG-1S
AB-1R
AB-1
GWA-17DGWA-17S
CCR-2S CCR-2D
GWA-8D
BG-4D
BG-4S
BG-4BR
AL133
AL1
AL131
BGSB-BG-3 BG-3S
BG-2D
BG-2S
BG-2BRA-2
BGSB-BG-2
GWA-16DGWA-16S
AL139
AL3
AL96
AL95
CCR-3DA
CCR-3S
GWA-7D
GWA-7S
GWA-6DA
GWA-6S
CCR-4SA
CCR-4DA
BGSB-BG-1
AL35
AL101
AL48
AL93
AL94
AL114
AL47
AL142
AL45
AL46
AL37
AL44
AL43AL38
AL36
AL92
AL39
AL50
AL50
GWA-24D
AB-25BR
AB-25S
AB-25SL
AL113
AL121
AL141
AL74
AL100
AL20
AL22
AL34
AL21
AL23
AL33
AL32
AL24AL25
GWA-21DA
GWA-21S
GWA-21BR
AL75
AL76
AL84
AL83
AL82
AL81 AL78
AL77
AL79AL80
GWA-14S
GWA-14DA
AL31
AL30
AL32-??
AL7
AL123
AL102
AL15
AL14
AL13
AL12 AL136
AL140
AL11
AL10
AL12
AL116
AL117
AL9
AL118
AL8
AL8-?
AL4
AL5
GWA-19D GWA-19S
AL19
AL18
AL17
AL16
GWA-15D
GWA-15S
AL6
AL29
AL28
AL110
AL27
AL26
AL130AL115
AL138
AL135
ANWW-4
SW-6
ANWW-1
ANSP001
ANTD001
AB-6AAB-6R
AL111
AL108AL85
AL97
AL88
ANFD001
NPDES REGULATED PLANT WATER FEATURE
NPDES REGULATED FLOW DIRECTION
STAIRS
ACTIVE ASH BASIN
DISCHARGE TOWER
PRIMARY POND 3PRIMARY POND 2PRIMARY POND 1
INACTIVE ASH BASIN
ASH STORAGE STRUCTURAL FILL
ASH STORAGE
INACTIVE ASH BASIN
RETIRED ASH BASIN
ASH LANDFILL-PHASE I
PERMIT NO. 3612
WILDLIFE RD
FARM RD
MILWOOD LN
IDELWOOD LNARMST
R
O
N
G

R
D
HIGHLAND WAY
HEATHER GLENN CT
CAMDEN CTHIGHLA
N
D
PLJOHN
D
O
U
G
L
A
S
D
R
WARREN DR MITCHELL STMITCHELL STSOUTHPOINT D
R
RIVER R
U
N
ARMS
T
R
O
N
G
R
DLAKE M
IST
DR
RIVE
R
R
U
N
REESE
WI
L
S
O
N
R
D
NUTALL OAK LN
NUTALL OAK LN
WOODBEND DR
LAKE HILL CTPLANT
A
L
L
E
N

R
D
CANAL RD BOAT C
LUB
RDSOUTHPOINT RDSOUTHPOINT RD (NC HWY 273)STRUCTURAL FILL
STRUCTURAL FILL
STRUCTURAL FILL
POWER PLANT
SOUTH POINT FIRE
DEPARTMENT
EATON CORPORATION
SAILAWAY BAY
COAL PILE
LANDFILL COMPLIANCE BOUNDARY
LANDFILL BOUNDARY
DORS FILL BOUNDARY
INACTIVE ASH BASIN WASTE BOUNDARY
1/16/2018
1/16/2018
HOLDING BASIN
BG-2BR
BG-3D
CCR-3D
CCR-1D
CCR-4D
CCR-4S
GWA-14D
GWA-21D
SOUTHPOINT RD (NC HWY 273)SOUTHPOINT RD (NC HWY 273)GWA-26D
BG-1D
AB-22BR
GWA-3BR
AB-8
STAIRS
48" HDPE DISCHARGE PIPE
CULVERT
CULVERT
DISCHARGE TOWER
HEAD WALL EMERGENCY SPILLWAY
PIPES
OBSERVATION WELL AT NEW HOLDING BASIN
DEWATERING WELL AT NEW HOLDING BASIN
GWA-5BR
CCR-11SA
LAKE WYLIE (CATAWBA RIVER )
P-1 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA)
OW-15
OW-16
OW-18
OW-17
OW-14
OW-13
OW-22
OW-21PN-2D
PN-1D OW-20
OW-12
OW-11
OW-8
OW-10
P-7 P-9
AL39
AL36
GWA-9BR
GWA-9D
GWA-9S
GWA-5BR
S-3
SB-7
SW-2
NPDES OUTFALL 002
NPDES OUTFALL 001
CELL 1 CELL 2A CELL 2B
OW-5P-1
OW-2
P-3
OW-4 OW-6
RAB ASH LANDFILL WASTE BOUNDARY
BASED ON LINER LIMITS
RAB ASH LANDFILL COMPLIANCE BOUNDARY
RAB ASH LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RAB ASH
LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015.
RETIRED ASH BASIN
SW-1: pH=7, Eh=292.2, As=5.1, Sb=0.3 j, Ba=55.8, Be=0.026 j,
B=921, Cd=<0.08, Cl=37.9, Cr=0.016 j, Cr (IV)=<0.5, Co=1.3,
Fe=126, Mn=69.9, Mo=9.1, Ni=2.4, Se=1.1, Sr=144, SO4=43.4,
Tl=0.075 j, TDS=157, V=0.79 B
ANSP005: pH=6.45, Eh=370.7, As=<1, Sb=<5, Ba=52,
Be=<1, B=370, Cd=<0.8, Cl=6.7, Cr=<5, Cr (IV)=0.033,
Co=1.4, Fe=160, Mn=4.1 j, Mo=1.6 j, Ni=<5, Se=<5, Sr=140,
SO4=98.9, Tl=<1, TDS=366, V=<3
ANTD001: pH=7.3, Eh=309.5, As=<1, Sb=<5, Ba=17,
Be=<1, B=1200, Cd=<0.8, Cl=9.5, Cr=<5, Cr (IV)=<0.03,
Co=0.74 j, Fe=79, Mn=290, Mo=12.4, Ni=<5, Se=<5,
Sr=1700, SO4=235, Tl=<1, TDS=569, V=<3
ANSW-15: pH=7.2, Eh=327.8, As=5, Sb=<0.5, Ba=140,
Be=0.011 j+, B=500, Cd=<0.08, Cl=7, Cr=0.38 j+, Cr
(IV)=<0.03, Co=0.46, Fe=150, Mn=160, Mo=13.8, Ni=0.64,
Se=<0.5, Sr=860, SO4=50.6, Tl=0.025 j, TDS=231 j+, V=0.19 j
SW-7: pH=7.4, Eh=303.1, As=0.64, Sb=0.33 j, Ba=16.4,
Be=0.017 j,B, B=120, Cd=<0.08, Cl=8.6, Cr=0.055, Cr (IV)=0.3 j,
Co=0.17, Fe=333, Mn=61.5, Mo=0.46 j,B, Ni=<0.5, Se=<0.5,
Sr=42.2, SO4=6.3, Tl=<0.1, TDS=60, V=1.6
SW-6: pH=7.4, Eh=300, As=0.52, Sb=0.34 j, Ba=10.6,
Be=<0.1, B=60.3, Cd=<0.08, Cl=7, Cr=0.029, Cr (IV)=0.19 j,
Co=0.086 j, Fe=178, Mn=31.4, Mo=0.37 j,B, Ni=<0.5,
Se=<0.5, Sr=30.2, SO4=4.7, Tl=<0.1, TDS=57, V=1.4
SW-3: pH=7.4, Eh=303, As=0.8, Sb=0.31 j, Ba=24.5,
Be=0.022 j, B=55.6, Cd=<0.08, Cl=6.2, Cr=0.053, Cr (IV)=0.28
j,B, Co=0.065 j,B, Fe=50.4, Mn=9.9, Mo=0.54, Ni=<0.5,
Se=<0.5, Sr=30.2, SO4=5, Tl=0.048 j, TDS=38, V=1.4
SW-5: pH=5.5, Eh=530, As=0.75, Sb=<0.5, Ba=159, Be=1.8,
B=1140, Cd=0.19, Cl=4.7, Cr=<0.25 D3, Cr (IV)=0.23 j,B,
Co=86.6, Fe=8080, Mn=11400, Mo=<0.5, Ni=86.3, Se=3,
Sr=2730, SO4=666, Tl=0.24, TDS=1020, V=<0.3
SW-2: pH=6.8, Eh=281, As=5.4, Sb=0.33 j, Ba=62.7,
Be=0.055 j, B=1030, Cd=0.058 j, Cl=38.9, Cr=0.037, Cr
(IV)=0.28 j, Co=1.4, Fe=121, Mn=91.2, Mo=8.9, Ni=2.8,
Se=1.1, Sr=162, SO4=44, Tl=0.11, TDS=167, V=0.75 B
SW-4: pH=6.5, Eh=270, As=0.91, Sb=0.3 j, Ba=19.6, Be=0.94,
B=107, Cd=0.55, Cl=9.5, Cr=<0.12 D3 M1, Cr (IV)=0.95,
Co=25.2, Fe=4620, Mn=522, Mo=2.2, Ni=28.8, Se=1.4,
Sr=74.6, SO4=63.4, Tl=0.11, TDS=75, V=5.9
ANSW-16: pH=7.7, Eh=306.1, As=0.18, Sb=<0.5, Ba=28,
Be=<0.1, B=<50, Cd=<0.08, Cl=2.5, Cr=0.21 j, Cr (IV)=0.074,
Co=0.057 j+, Fe=34 j, Mn=11, Mo=0.21 j, Ni=<0.5, Se=<0.5,
Sr=65, SO4=6.6, Tl=0.02 j, TDS=94, V=0.41
ANWW-1: pH=7.2, Eh=307.6, As=0.59, Sb=0.4 j, Ba=14.7,
Be=0.037 j, B=55.5, Cd=<0.08, Cl=6.3, Cr=0.56 B, Cr
(IV)=0.061, Co=0.21, Fe=441, Mn=53.9, Mo=0.33 j, Ni=<0.5,
Se=<0.5, Sr=31, SO4=4.3, Tl=0.044 j, TDS=41, V=1.7
ANWW-3: pH=7.82, Eh=300.2, As=0.63, Sb=0.23 j, Ba=14,
Be=<0.2, B=59, Cd=<0.08, Cl=6.5, Cr=0.5, Cr (IV)=NA,
Co=0.16 j, Fe=270, Mn=46, Mo=0.41 j, Ni=0.3 j, Se=<0.5,
Sr=37, SO4=4.7, Tl=<0.1, TDS=59, V=1.4
ANWW-4: pH=7.5, Eh=295.5, As=0.55, Sb=0.41 j, Ba=16.8,
Be=0.024 j, B=57.4, Cd=<0.08, Cl=6.4, Cr=0.47 j, Cr
(IV)=0.068, Co=0.44, Fe=515, Mn=164, Mo=0.33 j, Ni=0.48
j, Se=0.32 j, Sr=40, SO4=7.7, Tl=<0.1, TDS=42, V=2.4
ANWW-2: pH=NM, Eh=NM, As=NA, Sb=NA, Ba=NA, Be=NA,
B=NA, Cd=NA, Cl=NA, Cr=NA, Cr (IV)=NA, Co=NA, Fe=NA,
Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA,
TDS=NA, V=NA
S-1: pH=6.9, Eh=220.7, As=0.98, Sb=<0.5, Ba=108,
Be=0.094 j, B=<50, Cd=<0.08, Cl=4.7, Cr=2.8, Cr (IV)=0.3,
Co=3.5, Fe=9700, Mn=1150, Mo=<0.5, Ni=1.1, Se=1.2,
Sr=93.1, SO4=1.3, Tl=0.037 j, TDS=75, V=10.8
S-2: pH=7, Eh=284.8, As=0.12, Sb=<0.5, Ba=91.4, Be=0.056
j, B=818, Cd=<0.08, Cl=47.8, Cr=0.31 j,B, Cr (IV)=0.031,
Co=0.37, Fe=137, Mn=65.1, Mo=<0.5, Ni=1.6, Se=0.45 j,
Sr=76.3, SO4=16.9, Tl=0.057 j, TDS=103, V=0.16 j
S-3: pH=7.8, Eh=363, As=<1, Sb=<1, Ba=57, Be=NA, B=841,
Cd=<1, Cl=51, Cr=<1, Cr (IV)=NA, Co=NA, Fe=221, Mn=137,
Mo=<1, Ni=<1, Se=<1, Sr=NA, SO4=30, Tl=<0.2, TDS=300,
V=NA
S-4: pH=7.9, Eh=361, As=<1, Sb=<1, Ba=57, Be=NA, B=923,
Cd=<1, Cl=60, Cr=<1, Cr (IV)=NA, Co=NA, Fe=147, Mn=104,
Mo=<1, Ni=1.25, Se=<1, Sr=NA, SO4=33, Tl=<0.2,
TDS=320, V=NA
S-5: pH=6.7, Eh=355, As=0.066 j, Sb=<0.5, Ba=210,
Be=<0.1, B=1000, Cd=0.13, Cl=63.8, Cr=0.2 j, Cr (IV)=0.041,
Co=35.4, Fe=<50, Mn=1400, Mo=<0.5, Ni=9.1, Se=0.52,
Sr=200, SO4=50.1, Tl=0.087 j, TDS=249, V=0.13 j
S-6: pH=4.2, Eh=508, As=<1, Sb=<1, Ba=324, Be=NA,
B=1150, Cd=<1, Cl=79, Cr=<1, Cr (IV)=NA, Co=NA, Fe=188,
Mn=2600, Mo=<1, Ni=3.02, Se=<1, Sr=NA, SO4=65,
Tl=0.31, TDS=300, V=NA
S-7: pH=5.8, Eh=391, As=0.063 j, Sb=<0.5, Ba=72, Be=<0.1,
B=780, Cd=<0.08, Cl=8.3, Cr=0.15 j, Cr (IV)=<0.03, Co=7.6,
Fe=110, Mn=430, Mo=<0.5, Ni=0.99, Se=<0.5, Sr=190,
SO4=72.3, Tl=0.027 j, TDS=179, V=0.14 j
S-8B: pH=6.7, Eh=372, As=<1, Sb=<1, Ba=55, Be=NA,
B=1330, Cd=<1, Cl=17, Cr=<1, Cr (IV)=NA, Co=NA, Fe=178,
Mn=<5, Mo=<1, Ni=5.4, Se=<1, Sr=NA, SO4=220, Tl=<0.2,
TDS=350, V=NA
S-8: pH=8, Eh=372, As=<1, Sb=<1, Ba=55, Be=NA, B=423,
Cd=<1, Cl=7.3, Cr=<1, Cr (IV)=NA, Co=NA, Fe=19, Mn=<5,
Mo=1.34, Ni=1.05, Se=<1, Sr=NA, SO4=80, Tl=<0.2,
TDS=330, V=NA
S-9: pH=7, Eh=350.9, As=NA, Sb=NA, Ba=NA, Be=NA,
B=NA, Cd=NA, Cl=NA, Cr=NA, Cr (IV)=NA, Co=NA, Fe=NA,
Mn=NA, Mo=NA, Ni=NA, Se=NA, Sr=NA, SO4=NA, Tl=NA,
TDS=NA, V=NA
S-10: pH=5.7, Eh=444, As=<1, Sb=<1, Ba=49, Be=NA,
B=887, Cd=<1, Cl=8.8, Cr=<1, Cr (IV)=NA, Co=NA, Fe=27,
Mn=3120, Mo=<1, Ni=6.18, Se=<1, Sr=NA, SO4=110,
Tl=<0.2, TDS=180, V=NA
BG-1S
BG-1DA
OW-6
OW-5
OW-4
OW-3
OW-2
OW-8
OW-1
OW-7
OW-6
AB-23BRU
AB-25BRU
GWA-24SGWA-24BR
GWA-24SA
GWA-6BR
GWA-6D
CCR-BG-1D
CCR-BG-1DA
CCR-11DA
CCR-22DA
CCR-22D
DATA NOTES:
DATA PRESENTED MAY INCLUDE LAB-QUALIFIED RESULTS. REFER TO ANALYTICAL DATA
TABLE NOTES FOR QUALIFIER DEFINITIONS.
DATA SHOWN ON MAP IS THE MOST RECENT DATA AVAILABLE THROUGH Q3 2017.
NA=NOT ANALYZED
NM=NOT MEASURED
Sample 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 KEY
P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\CSAs\2018-01 CSA Update\DWG\DE ALLEN CSAUP BASE MAP CALL OUTS_1-12-18.dwg
GWA-8S
GWA-6BRA
SW-D1: pH=7.2, Eh=320.5, As=0.81, Sb=0.33 j, Ba=21.4,
Be=0.013 j,B, B=383, Cd=<0.08, Cl=17.5, Cr=0.028, Cr
(IV)=0.29 j, Co=0.2, Fe=256, Mn=44.9, Mo=0.89 B, Ni=<0.5,
Se=<0.5, Sr=60.8, SO4=11.7, Tl=0.019 j,B, TDS=92, V=1.4
SW-U1: pH=7, Eh=333.2,
As=0.53, Sb=0.42 j, Ba=13.3, Be=<0.1, B=60.5, Cd=<0.08, Cl=7.1,
Cr=0.03, Cr (IV)=0.33 j, Co=0.12, Fe=202, Mn=44.3, Mo=0.3 j,B,
Ni=<0.5, Se=<0.5, Sr=34.5, SO4=4.5, Tl=<0.1, TDS=52, V=1.3
NOTE:
1.DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE
UP TO DECEMBER 31, 2015.PIPING OBTAINED FROM DUKE ENERGY,
STANTEC, AND SYNTERRA AOW INSPECTION.